HomeMy WebLinkAbout901 E Myrtle St Unit# 2 - Plan2%
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1
(N) ELECTRICAL SUB-PANEL 225AMPS FOR ADU
2 PERIMETER FENCE / BLOCK WALL
4
5
6
7
8
9
10
11
12
(E) WALK WAY
LANDSCAPE
(E) TREE
(N) CONSUMER TANK WITH/ HEAT PUMP
(E) GATE
17
(N) HEAT PUMP UNIT ON 3''. THK CONCRETE PAD
(E) MAIN HOUSE ELECTRICAL PANEL V.I.F
(E) WATER METER
(N) ELECTRICAL METER FOR ADU
(E) GAS METER V.I.F
3
ROOF LINE ABOVE
(N) LANDING
18
(N) GAS METER
(N) WATER METER (1" MINIMUM PER CITY REQUIREMENTS)
(E) A/C UNIT V.I.F
(E) POST
13
14
15
16
19 (N) 6X6 POST
20
21
1-HR FIRE RESISTANT EAVE PROJECTION SEE DETAIL 05/AD.20 & 01/AD.20
PROVIDE 2-2X FULL HEIGHT FIRE BLOCKING FROM TOP PLATE TO UNDERSIDE
OF EXISTING ROOF SHEATHING, NO VENT HOLE ALLOWED.
22 1-HR FIRE RATED WALL, SEE SHEET 01/AD20 FOR DETAIL.
23 (N) DRIVE WAY
23 ELECTRICAL VEHICLE CHARGING STATION LOCATION. 208/240-VOLT BRANCH
CIRCUIT (40 AMP)
1
DRAINAGE DIRECTION AND SLOPE
PROPERTY LINE CORNER POINTS AND ELEVATION DATUM
#KEYNOTE CALLOUTS
EXISTING TO BE REMAINED AND NEW CONSTRUCTION
EXISTING TO BE DEMOLISHED
F.S.D
F.S.L
FIRE SEPARATION DISTANCE
FIRE SEPARATION LINE (IMAGINARY PROPERTY LINE)
1. DEMOLITION CONTRACTOR SHALL RELOCATE REUSABLE MATERIALS TO
DESIGNATED SALVAGE AREA, NON-USABLE MATERIALS SHALL BE PLACED
APPROPRIATELY IN REFUSE BIN AND SHALL BE COVERED AT NIGHT AND
DURING RELATIVE HIGH WINDS, RAIN, ETC...REFUSE BIN SHALL BE COVERED
DURING TRANSFER TO AND FROM DUMP SITE. CONTRACTOR TO BE LIABLE
FOR REFUSE SPILLING. ALL DEBRIS TO BE HAULED AWAY AND CLEAN-UP
SHALL BE COMPLETED TO BROOM FINISH. EXISTING MATERIALS AND/OR
STRUCTURE TO REMAIN SHALL BE PROTECTED FROM DUST, PAINT CHIPPING,
ETC..., BY USE OF PLASTIC OR WHATEVER IS REQUIRED FOR PROPER
PROTECTION. EXISTING STRUCTURES SHALL HAVE BRACING AND SHORING
AS REQUIRED TO PROTECT THE EXISTING STRUCTURE. PROVIDE DE-
WATERING FACILITIES FOR CONSTRUCTION AS REQUIRED. COORDINATE AS-
BUILT INFORMATION, STRUCTURAL, ETC. TO DESIGNER/ENGINEER AS
REQUIRED.
2. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS
PROHIBITED. NO SOID WASTE, PETROLEUM BYPRODUCTS, SOIL
PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER
GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER
OR STORM DRAIN SYSTEM.
3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION
FACILITIES (POWER POLES, PULLBOXES,TRANSFORMERS, VAULTS, PUMPS,
VALVES, METERS, PPURTENANCES, ETC.) OR TO THE LOCATION OF THE
HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
4. WHEN UTILITIES METER ALTERATION / RELOCATION OCCUR, INSTALLATION
PROCEDURES SHALL BE VERIFIED AND APPROVED BY THE BUILDING
INSPECTOR PRIOR TO INSTALLATION.
5. ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZED AT ALL
TIMES.
6. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT.
7. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN
REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION.
1
1. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE
FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE
RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE
CONTAINING THE FUEL GAS PIPING.
2. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED
FOR LOW WATER CONSUMPTION.
3. PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND
APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE.
4. FINAL APPROVAL REQUIRED BY THE PUBLIC WORKS DEPARTMENT FOR
STREET IMPROVEMENTS, CURB CORES, CURB/GUTTERS, ETC. SEPARATE
PUBLIC WORKS PERMIT REQUIRED FOR DRIVEWAYS, APPROACH TO
DRIVEWAY, SEWER LATERALS AND ANY WORK IN RIGHT OF WAY.
5. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE
AND LOCAL CODES AND AMENDMENTS.
6. A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES
WHICH DEFINE PROPERTY LINES, SET BACKS, DESIGNATED PARKLAND OR
STREET RIGHT-OF-WAY.
7. WATER HEATER MUST BE STRAPPED TO WALL.
8. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
9. CONTRACTOR AND/OR OWNER SHALL VERIFY CONSTRUCTION SITE TO
CONFIRM THAT THERE IS NO TRACEOF DEMOLISHED SWIMMING POOL WITHIN
5 FT FROM PROPOSED PERIMETER OF THE CONSTRUCTION SITE. OTHERWISE,
THEY NEED TO SUBMIT SOIL COMPACTION REPORT FROM LICENSED SOIL
ENGINEER TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.
10. SHEARWALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE
STANDARD LISTED IN CH.6 & CH.7 CRC
11. UFER GROUND IS REQUIRED AT NEW ELECTRICAL SERVICE.
12. UNDERGROUND UTILITIES REQUIRED ON SITE PLAN AND SHOW FOR
ELECTRICAL, CABLE TV. AND TELEPHONE
13. ARC FAULT CIRCUIT INTERRUPTION PROTECTION IS REQUIRED FOR ALL BRANCH
CIRCUITS PER 2022 CRC210.12 SHALL BE AFCI PROTECTED
14. BATHROOMS, KITCHEN, GARAGE & OUTSIDE OUTLETS WILL BE GFCI PROTECTED
RECEPTACLE OUTLETS.
15. PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND LAUNDRY ROOMS
WITHOUT OPENABLE WINDOW.
16. GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24" ARC
OF A DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH.3 CRC
17. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE
WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER.
18. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH A
NATURAL LIGHT IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDE
AN AVERAGE ILLUMINATION OF 6 FEET-CANDLES OVER THE AREA OF THE ROOM
AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL.
19. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT
DOCUMENTS, SURVEY THE PROPERTY AND BECOME FAMILIAR WITH THE
EXISTING CONDITIONS AND SCOPE OF WORK. ALL COST SUBMITTED SHALL BE
BASED ON A THROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED.
ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIALS OR
PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ENGINEER
OF RECORD.
20. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALE.
21. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE
OWNER AND THE DESIGNER/ENGINEERS SHALL BE NOTIFIED, IN WRITING,
IMMEDIATELY.
22. VERIFY WITH AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT
ASBESTOS REPORT TO BUILDING DIVISION PRIOR TO DEMOLITION PERMIT
ISSUANCE.
23. WHEN SOLAR PANEL IS REQUIRED, SOLAR PLANS SHALL BE REVIEWED AND
APPROVED BY BUILDING DIVISION PRIOR TO ROOF SHEATHING INSPECTION.
24. FOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOMMODATE A
DEDICATED 208/240-VOLT BRANCH CIRCUIT (40 AMP) COMPLIANCE WITH
SECTION 4.106.4.1
25. THE SERVICE PANEL OR SUB-PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE
OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV
CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE
PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE".
1
THE PROPOSED PROJECT IS A NEW 791 SF DETACHED ADU, ATTACHED 302 SF 1-CAR GARAGE AND
CONSIST OF:
• 2 BEDROOMS, 2 BATHROOMS.
• KITCHEN, DINING, LIVING ROOM.
• 52 SF PATIO, 19 SF LANDING.
• NEW CENTRAL AC, NEW HEATPUMP WATER HEATER, NEW AIR HANDLERS.
• DUAL-GANG ELEC PANEL METER AND SUB-PANEL.
THE CURRENT PREVAILING BUILDING AND CONSTRUCTION CODES ARE AS FOLLOWS:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
REGULATION OF THE STATE AND LOCAL FIRE MARSHALS & CITY ORDINANCE .
SANTA ANA, AMENDMENTS AND MUNICIPAL CODE.
LEGAL JURISDICTION : CITY OF SANTA ANA, CA 92701 1
THE DESIGN OF THE ACCESSORY DWELLING UNIT SHALL BE ARCHITECTURALLY
COMPATIBLE WITH THE MAIN DWELLING UNIT, WITH ALL DESIGN. THE DESIGN, ROOF
PITCH, DEPTH OF EAVE, COLOR, MATERIAL AND TEXTURE OF THE ROOF SHALL BE
SUBSTANTIALLY THE SAME AS THE MAIN DWELLING UNIT.
PL 56.58'
PL
1
0
0
.
0
2
'
PL
6
4
.
8
7
'
PL
1
4
.28'
PL
35.
4
6
'
PL 42.84'
(E)
42'-11 1/2"
(E
)
25
'
-
9
"
(E
)
F
R
O
N
T
S
E
T
B
A
C
K
22
'
-
5
1
/
2
"
(E
)
S
E
T
B
A
C
K
4'
-
1
0
"
(E)
32'-4"
27
'
-
0
"
(E
)
27
'
-
0
"
(E) S
E
T
B
A
C
K
5'-8
1/2"
(E)
13'-8"
(E)
5'-0"
(E
)
3'
-
0
"
(E)
23'-8"
(E)
21'-0"
(E
)
19
'
-
1
"
(E)
20'-1"
(E) 2- CAR GARAGE
420 SF
SINGLE FAMILY RESIDENCE
1044 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
(E) PROCH
STREET CURB &
GUTTER
CENTERLINE OF
STREET
CENTERLINE OF
STREET
(E
)
22
'
-
6
"
(E) POWER POLE
1
2
2
2
8
4 4
4
8
9
9
9
9
3
15
16
7
5
2
9
9
9
9
4
21
2 2
9
(E
)
1'
-
0
"
(E)
18'-8"
(E)
4'-9 1/2"
(E)
1'-0"
(E)
1'-0"
(E)
1'-0"
(E
)
1'
-
0
"
(E)
1'-0"
(E
)
1'
-
0
"
(E) SET BACK
5'-9 1/2"
(E
)
3'
-
1
0
"
(E)
31'-4"
(E
)
1'
-
0
"
(E
)
1'
-
0
"
(E)
19'-3 1/2"
(E
)
22
'
-
9
"
(E
)
4'
-
0
"
(E
)
3'
-
0
"
(E
)
6"
TO
C
E
N
T
E
R
L
I
N
E
30
'
-
0
"
(E
)
20
'
-
0
"
E MYRTLE ST
S
S
T
A
N
D
A
R
D
A
V
E
ALLEY
PL 56.58'
PL
1
0
0
.
0
2
'
PL
64
.
87
'
PL
14.28'
PL
3
5
.
46'
PL 42.84'
(E
)
1'
-
0
"
(E
)
1'
-
0
"
(E)
1'-0"
(E
)
1'
-
0
"
(E)
1'-0"
(E
)
T
O
C
E
NT
E
R
L
I
N
E
30
'
-
0
"
(E)
42'-11 1/2"
(E
)
25
'
-
9
"
(E
)
F
R
O
N
T
S
E
T
B
A
C
K
22
'
-
5
1
/
2
"
(E
)
S
E
T
B
A
CK
4'
-
1
0
"
(E) 2- CAR GARAGE
420 SF
SINGLE FAMILY RESIDENCE
1044 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
(E)
1'-0"
(E)
1'-0"
(E
)
1'
-
0
"
TO
C
E
N
T
E
RL
I
N
E
10
'
-
0
"
(E)
SE
TBA
C
K
5'-8 1/
2"
(E)
13'-8"
(E) TOCENTER LINE
30'-0"
(E) PROCH
STREET CURB &
GUTTER
CENTERLINE OF
STREET
CENTERLINE OF
STREET
(E
)
4'
-
0
"
(E
)
3'
-
0
"
(E
)
6"
(E
)
22
'
-
6
"
(E)
5'-0"
(E
)
3'
-
0
"
(E)
19'-3 1/2"
(E)
23'-8"
(E)
4'-0"
(E)
3'-0"
(E)
6"
(E) POWER POLE
(E
)
19
'
-
1
"
(E)
20'-1"
1
2
2
2
8
44
4
8
9
9
9
9
3
15
16
7
5
2
9
9
9
1'-0"
1'
-
0
"
1'
-
0
"
1'-0"
1'
-
0
"
DI
S
T
A
N
C
E
6'
-
0
"
F.
S
.
D
3'
-
0
"
F.
S
.
D
3'
-
0
"
DISTANCE
5'-1"
(N) ADU 1-CAR
GARAGE
302 SF
20
20
20
4
F.S.L
17'-4 1/2"9'-10 1/2"
10'-2"
(E) SETBACK
18'-0"
(N) DETACHED ADU - UNIT 2
791 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
(E) SETBACK
5'-9 1/2"
21
22
22
F.
S
.
D
3'
-
0
"
F.
S
.
D
3'
-
0
"
22
2
AD.20
2
AD.20
14
(E)
1'-0"
(E)
18'-0"
(E)
4'-9 1/2"
9
9
23
9
3'
-
1
0
"
51'-7"
41
'
-
0
"
22
9
2
AD.20
19
19
17
13
MIN.
2'-0"
18
23
35
'
-
1
0
"
10
10
11
12
(E
)
1'
-
0
"
DI
S
T
A
N
C
E
6'
-
0
"
(N) WALKWAY
CLR
12'-0"9
E MYRTLE ST
S
S
T
A
N
D
A
R
D
A
V
E
4'
-
0
"
ADU SETBACK
5'-0"
16'-4 1/2"1'-0"
1'-0" 4'-0"
ALLEY
21
'
-
5
"
20
5
AD.20
1
9
E
JURISDICTION HAVING AUTHORITY: CITY OF SANTA ANA, CA 92701
LEGAL DESCRIPTION: N TRACT 2482 BLK, LOT 72
ASSESSORS PARCEL NO. APN: 404-011-11
IN FLOOD ZONE FEMA SHFA'S: FLOOD ZONE X
CONSTRUCTION TYPE: V-B
ZONING: R1 (SINGLE FAMILY RESIDENTIAL)
OCCUPANCY GROUP: R3/U
SPRINKLERS:
EXISTING: NO
ADU: NO
(E) MAINHOUSE MAX HEIGHT: 15 FT
ADU MAX. HEIGHT: 14 FT
(E) REQUIRED SETBACKS:
FRONT: 4 FT
SIDE: 4 FT
REAR: 4 FT
DISTANCE TO (E) STRUCT: 6 FT
LOT SIZE: 6,554 SF
EXISTING:
(E) MAIN HOUSE LIVING AREA: 1,044 SF
(E) GARAGE: 420 SF
EXISTING TOTAL: 1,464 SF
NEW CONSTRUCTION
(N) DETACHED ADU: 791 SF
(N) GARAGE: 302 SF
(N) COVER PORCH: 52 SF
(N) LANDING: 19 SF
NEW TOTAL: 1,164 SF
MAXIMUM LOT COVERAGE: 35%
OVERALL LOT COVERAGE: (1,164 SF + 1,464 SF) / 6,554 SF = 40,1%
LOT COVERAGE AND USE INTENSITY MAXIMUM ESTABLISHED IN ZONING
DISTRICT MAY BE EXCEEDED TO PERMIT AN ADU UP TO EIGHT HUNDRED
(800) SQUARE FEET IN SIZE
PARKING REQUIREMENT
NOTWITHSTANDING ANY OTHER LAW, A LOCAL AGENCY, WHETHER OR NOT IT HAS
ADOPTED AN ORDINANCE GOVERNING ACCESSORY DWELLING UNITS IN
ACCORDANCE WITH SUBDIVISION, SHALL NOT IMPOSE PARKING STANDARDS FOR AN
ACCESSORY DWELLING UNIT IN ANY OF THE FOLLOWING INSTANCES:
THE ACCESSORY DWELLING UNIT IS LOCATED WITHIN ONE-HALF MILE WALKING
DISTANCE OF PUBLIC TRANSIT.
TOTAL PARKING REQUIRED
(E) MAIN HOUSE: 2 STALLS
(N) ADU 1 STALL (SEE EXCEPTION ABV.)
TOTAL: 3 STALLS
PROJECT LOCATION
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATE DELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
03/11/2024 2ND PLAN CHECK2
A.00
SITE PLAN
(N
)
D
E
T
A
C
H
E
D
A
D
U
,
U
N
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2
90
1
E
M
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E
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,
SA
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A
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A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
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,
SA
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T
A
A
N
A
,
C
A
9
2
7
0
1
SHEET INDEX
SITE PLAN KEYNOTES
GENERAL NOTES PROJECT DATA
ARCHITECTURAL
A.04 EXISTING - FLOOR PLAN
A.05 PROPOSED ADU FLOOR & ROOF PLAN
A.06 PROPOSED ADU SECTIONS & ELEVATIONS
AD.10 ARCHITECTURAL DETAILS
AD.20 ARCHITECTURAL DETAILS
D.01 DRAINAGE PLAN
T24.1 TITLE 24
T24.2 TITLE 24 (CONT.)
T24.3 TITLE 24 (CONT.)
STRUCTURAL
S-0.10 GENERAL NOTES & REQUIREMENTS
S-0.11 GENERAL NOTES & REQUIREMENTS
S-1.0 FOUNDATION PLAN
S-2.0 FRAMING PLAN
SD1.0 FOUNDATION DETAILS
SD2.0 STRUCTURAL DETAILS
WSWH1 STRONG WALL WSWH ANCHORAGE DETAIL
WSWH 1.1 STRONG WALL WSWH ANCHORAGE ALTERNATE DETAIL
WSWH2 STRONG WALL WSWH FRAMING DETAIL
APPLICABLE CODE
SPECIAL NOTES
1" = 10'-0" 1EXISTING SITE PLAN 1" = 10'-0" 2PROPOSED SITE PLAN
SYMBOL LEGEND CONSTRUCTION NOTES
VINCITY MAP
DEFERRED SUBMITTALS
SCOPE OF WORK
2.41 KW PER T24 PV SYSTEM WILL BE UNDER A SEPARATE PERMIT FOR ADU
THE MAIN ELECTRICAL SERVICE PANEL RATING OF 225 AMPS. THE MAIN SERVICE PANEL SHALL HAVE A
MINIMUM BURSAR A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION.
THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER
LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR
ELECTRIC".
SOLAR PV SYSTEM MUST BE APPROVED REQ BUILDING DIVISION PRIOR ROOF SHEATHING INSPECTION.
2.15 kW PHOTOVOLTAIC SYSTEM WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND SHALL BE ISSUED
PRIOR TO BUILDING FRAME INSPECTION REQUEST
(E) BLOCK WALL TO BE DEMOLISHED
NOTE:
THE APPLICANT / PROPERTY OWNER SHALL BE RESPONSIBLE
FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND /
OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT.
1
1
1
2
A.01 CAL GREEN CODE
A.02 CAL GREEN CODE
A.03 GENERAL DETAILS
A.00 SITE PLAN
A.08 ROOM FINISH & DOOR/WINDOW SCHEDULE & INTERIOR DETAILS
A.07 PROPOSED ADU ELECTRICAL PLAN
S-0.20 TYPICAL DETAILS
S-0.12 SOIL REPORT
S-0.13 SOIL REPORT
S-0.14 SOIL REPORT
& SOIL REPORT
BLDG# 101118160
APPROVALS
PLNG - ASevilla
BLDG - GHuang
POLICE - BMartin
901 E Myrtle St Unit# 2 -
1011181606/27/2024
1. WINDOW MANUFACTURER AND INSTALLER SHALL INSURE THAT ALL WINDOWS
MEET OR EXCEED ALL EGRESS REQUIREMENTS OF CRC R310 & R312
2. ALL WINDOWS AND SLIDING GLASS DOORS SHALL BE INSTALLED PER
AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION AAMA 2400=02
RECOMMENDATIONS "STANDARD PRACTICE FOR INSTALLATION OF WINDOWS
WITH INTEGRAL MOUNTING FLANGES IN STUD FRAME CONSTRUCTION".
3. INSTALL AN ISOLATION MEMBRANE BELOW THE THRESHOLD OF ALL SLIDING
GLASS DOORS THAT REST ON A CONCRETE SLAB.
4. ALL SEALANT SHALL BE OF HIGH QUALITY AND REVIEWED OFR COMPATIBILITY
WITH ASPHALTIC MEMBRANES AND FLASHING MATERIAL.
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20" MINNIMUM
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20" MINNIMUM
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5.7 S.F MINIMUM
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1. MIN. SET CLEAR OPENING OF 5.7 SQUARE FEET.
2. MIN. SET CLEAR HEIGHT OF 24 INCHES.
3. WINDOW SILL CLEAR OPENING EMERGENCY EGRESS NO MORE THAN 44 INCHES
ABOVE THE FLOOR.
EMERGENCY EGRESS
WINDOW AND DOOR NOTE
AGING IN PLACE
R327.1.3 INTERIOR DOORS
EFFECTIVE JULY 1, 2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32
INCHES (812.8 MM), MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A TWOOR THREE-STORY SINGLE
FAMILY DWELLING, ON THE SECOND OR THIRD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL.
R327.1.4 DOORBELL BUTTONS
DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES (1219.2 MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE
DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES (1219.2 MM) MEASURED
FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES (1219.2 MM) ABOVE
EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL.
R327.1.1 REINFORCEMENT FOR GRAB BARS
AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON
THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION.
1. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY.
2. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH (51 MM BY 203 MM) NOMINAL LUMBER. [11/2 INCH BY 71/4 INCH (38 MM BY 184 MM) ACTUAL DIMENSION] OR OTHER
CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES (812.8 MM) AND 39 1/4 INCHES (997 MM)
ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING.
3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL.
4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED.
5. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL
REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES (152.4 MM) ABOVE THE BATHTUB RIM.
EXCEPTIONS:
1. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR
INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY.
2. REINFORCEMENT SHALL NOT BE REQUIRED IN WALL FRAMING FOR PREFABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORYINSTALLED
GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED.
3. SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION
OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY.
4. BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF REINFORCEMENT SHALL BE PERMITTED, PROVIDED
REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY.
5. REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS.
R327.1.2 ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS:
ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING
CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES
(1219.2 MM) MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH
FLOOR.
EXCEPTIONS:
1. DEDICATED RECEPTACLE OUTLETS; FLOOR RECEPTACLE OUTLETS; CONTROLS MOUNTED ON CEILING FANS AND CEILING LIGHTS; AND CONTROLS LOCATED ON APPLIANCES.
2. RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE
ON A WALL SPACE WHERE THE DISTANCE BETWEEN THE FINISHED FLOOR
AND A BUILT-IN FEATURE ABOVE THE FINISH FLOOR, SUCH AS A WINDOW,IS
LESS THAN 15 INCHES (381 MM)
1. ALL DOORS AND WINDOWS SHALL MEET CITY'S SECURITY ORDINANCE.
2. ALL EXTERIOR DOORS & WINDOWS SHALL BE WEATHER TIED AND PROVIDE WITH INSECT SCREEN-METAL. DOORS &
WINDOWS SHALL BE IN COMPLIANCE WITH ANSI. STD. A13 OR A1342.
3. THE MANUFACTURED WINDOWS AND SLIDING DOOR SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONALS
FENESTRATION RATING COUNCIL (NFRC) AND COMPLIANCE W ITH THE ENERGY CALCULATIONS.
4. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E1300.
5. ALL TEMPERED GLASS (T.G.) SHALL BE ACID-ETCHED, SAND-BLASTED, CERAMIC-FIRED, LASER-ETCHED, OR
EMBOSSED PER CRC 2406.3.
6. GLAZING AND INSULATION SHALL CONFORM TO THE STATE ENERGY INSULATION STANDARD.
7. DEAD BOLT LOCKS ARE REQUIRED ON ALL EXTERIOR DOORS (INCLUDING HOUSE TO GARAGE)
8. GLAZING SHALL BE SAFETY GLAZING IF LESS THAN 72" ABOVE BATHROOM FINISH FLOOR
9. SLIDING GLASS DOORS AND WINDOWS LOCATED LESS THAN 16 FEET ABOVE ANY SURFACE AVAILABLE FOR USE BY
THE PUBLIC SHALL BE CAPABLE OF BEING LOCKING SECURELY. MOVEABLE PANELS SHALL NOT BE EASILY REMOVED
FROM THE FRAME.
10. ALL MAIN OR FRONT ENTRY TO DWELLINGS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA
IMMEDIATELY OUTSIDE WITHOUT OPENING DOOR. SUCH VIEW MAY BE POVIDED BY A DOOR VIEW, A VIEW PORT,
WINDOW, OR OTHER OPENING.
11. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEAD BOLT WITH A MINIMUM THROW OF 1 INCH AND AN
EMBEDMENT OF NOT LESS THAN 5/8 INCH.
12. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A DEAD
BOLT.
13. NON-REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE
DOOR IS CLOSED.
14. UNFRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/2" THICK.
15. NARROW-FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/4" THICK.
16. ANY GLASS WHICH IS LOCATED WITHIN 40 INCHES OF THE BLOCKING DEVICE ON A DOOR SHALL BE FULLY
TEMPERED, OR HAVE APPROVED METAL BARS, SCREENS OR GRILLS.
17. IT IS CONTRACTOR'S RESPONSIBILITY TO CONFIRM DOOR/W INDOW ROUGH OPENING DIMENSIONS WITH THE
MANUFACTURE/SUPPLIER PRIOR TO BEGIN CONSTRUCTION
18. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)
19. EMERGENCY EGRESS:
A. MIN. SET CLEAR OPENING OF 5.7 SQUARE FEET.
B. MIN. SET CLEAR HEIGHT OF 24 INCHES.
C. WINDOW SILL CLEAR OPENING EMERGENCY EGRESS NO MORE THAN 44 INCHES ABOVE THE FLOOR.
ATTIC AIR HANDLER
20' MAX.
30" MIN.
MIN. 30X30" WORKING
PLATFORM SECURED IN
PLACE
22x30" MIN.
ATTIC ACCESS
MIN. 24" WIDE SOLID
FLOORING FROM ACCESS
OPENING TO FURNACE
WORKING PLATFORM
LIGHT SWITCH
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ELECTRIC OUTLET AND
LIGHT FIXTURE
AIR HANDLER DISCONNECT
AND ELECTRICAL OUT LET
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
1 28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
A.03
GENERAL DETAILS
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DOOR/ WINDOW NOTES
ATTIC AIR HANDLER REQUIREMENTS
WATER HEATER REQUIREMENTS
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Refrigerator
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(E) BEDROOM#2(E) BEDROOM#1
(E) BEDROOM#3
(E) POST
(E) PORCH
(E) KITCHEN
(E) LIVING
(E) DINING
(E) CLOSET
(E) BATH
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(E) MAIN HOUSE 1ST F.F
1' -6"
(E) MAIN HOUSE APPX. HEIGHT
15' -0"
(E) MAIN HOUSE TOP PL.
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(E) BRICK WALL
(E) STUCCO WALL & PAINT
(E) POST
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
1 28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
A.04
EXISTING - FLOOR
PLAN
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1/4" = 1'-0"2EXISTING - ROOF PLAN
1/4" = 1'-0"1EXISTING - FLOOR PLAN
1/4" = 1'-0"3EXISTING NORTH ELEVATION
1/4" = 1'-0"4EXISTING EAST ELEVATION
1/4" = 1'-0"5EXISTING WEST ELEVATION
1/4" = 1'-0"6EXISTING SOUTH ELEVATION
NOTE:
ALL EXISTING DIMENSIONS IS FOR REFERENCE ONLY
AND TO BE VERIFIED IN FIELD BY THE CONTRACTOR
901 E Myrtle St Unit# 2 -
1011181606/27/2024
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1. VERIFY ALL APPLIANCE EQUIPMENT AND FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO CASEWORK FABRICATION
INSTALLATION.
2. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE. PRIME & PAINT EXPOSED GYP. BD. WALL TO MATCH WALLS.
INSTALL MATCHING BASE BD.
3. EXTEND FLOORING UNDER APPLIANCES RESTING ON FLOOR.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NON-
ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES ABOVE THE DRAIN INLET.
5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, UNO.
6. CEILING HEIGHTS INDICATED ARE MEASURED FROM FINISH FLOOR TO BOTTOM OF CEILING FINISH.
7. SMOKE DETECTORS WILL BE PROVIDED PER CHAPTER 3 CRC. THE SMOKE DETECTOR WILL BE HARD WIRED WITH BATTERY BACK-UP AND
LOCATED (1) IN EACH BEDROOM, HALLWAYS OUTSIDE BEDROOMS, AND ON EACH STORY. SMOKE DETECTOR ALARM SOUND MUST BE AUDIBLE
IN SLEEPING AREAS WHICH MAY REQUIRE INTERCONNECTED SMOKE DETECTORS WITHIN THE UNIT. SEE UTILITY PLANS FOR LOCATIONS.
INSTALL AND LOCATE PER MFGR. LISTED REQUIREMENTS.
8. PROVIDE CARBON MONOXIDE DETECTOR ALARMS ON CEILINGS OR WALLS OUTSIDE SLEEPING ROOMS PER CHAPTER 3 CRC.
9. BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING
10. ALL NEW WINDOWS TO BE DUAL PANES TO MEET CURRENT ENERGY STANDARD REQUIREMENTS.
11. PROVIDE BACKING FOR ALL ACCESSORIES, FIXTURES AND WINDOW COVERINGS.
12. PROVIDE TWO LAYERS OF GRADE D OR 60-MINUTE GRADE D PAPER OVER ALL WOOD BASE SHEATHING AT EXTERIOR WALLS.
13. A MINIMUM 26 GAUGE, CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL FLANGE OF 3½ INCHES SHALL BE
PROVIDED AT OR BELOW FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS. SCREED SHALL BE A MINIMUM OF 4 INCHES ABOVE EARTH OR
2 INCHES ABOVE PAVED AREAS. (CRC R703.7.2.1)
14. ACCESS TO ATTIC FURNACE MUST BE WITHIN 20' OF UNIT AND SHALL HAVE A CONTINUOUS SOLID WALKWAY AT LEAST 24" WIDE. A SWITCH
CONTROL IS ALSO REQUIRED (CMC 304.4.1)
15. DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET
(4267 MM), INCLUDING TWO 90 DEGREE (1.57 RAD) ELBOWS. A LENGTH OF 2 FEET (610 MM) SHALL BE DEDUCTED FOR EACH 90 DEGREE (1.57
RAD) ELBOW IN EXCESS OF TWO.
16. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED
FOR LOW WATER CONSUMPTION.
17. WATER HEATER MUST BE STRAPPED TO WALL.
18. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH A NATURAL LIGHT IN ACCORDANCE WITH SECTION R303.1 OR
SHALL BE PROVIDE AN AVERAGE ILLUMINATION OF 6 FEET-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR
LEVEL.
19. GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24" ARC OF A DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH.3
CRC
20. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER.
21. ALL WATER HEATER INSTALLATION LOCATIONS, REGARDLESS OF PROPOSED WATER HEATING SYSTEM, SHALL HAVE:
(BEES 150.0(N)1A-D)
A. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER.
B. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE.
C. CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE FINISH SURFACE BELOW.
D. A GAS SUPPLY LINE WITH AVAILABLE CAPACITY FOR NOT LESS THAN A 200,000 BTU/HR SYSTEM.
22. ADU FINISH FLOOR ELEVATION IS NOT NOT LOWER THAN THE FINISH FLOOR OF THE MAIN HOUSE AND HIGHER 1' MINIMUM THAN BASE FLOOD
ELEVATION.
EXHAUST FAN ABOVE KITCHEN RANGE SHALL BE 85%
CE OR 250 CFM (EXHAUST THROUGH ROOF)
(N) 2X4 INTERIOR WALL
(N) 2X4 EXTERIOR WALL / INFILL
WITH INSULATION PER T-24
1-HOUR FIRE RATED WALL
EXHAUST FAN SHALL BE ENERGY STAR RATED. CEILING
MOUNTED LIGHT w/ VENT 50 CFM MIN. INTERMITTENT W/
HUMIDITY CONTROL PER CMC 402.5, BETWEEN 50%-80%
SHALL BE DUCTED TO OUTSIDE THROUGH ROOF/EXTERIOR WALL
IAQ FAN: ( MIN 46 CFM PER T-24 )
PANASONIC, WHISPERGREE, SELECT FAN, 50-80-110 SFM,
MULTI SPEED. MODEL FV-0511VKS2, 0.5 SONE
HB
3/4" HOSE BIBB WITH BACK-FLOW PREVENTOR
SMOKE DETECTOR HARDWIRED w/ BATTERY BACK UPSD
CARBON MONOXIDE DETECTOR ALARM
HARDWIRED w/ BATTERY BACK UP
CD
22X30 ATTIC ACCESS
HEATPUMP + AIR HANDLER
HEATPUMP UNIT ON PAD 3" MIN.
LAUNDRY DRYER EXHAUST
CEILING AIR DIFFUSER
ELECTRICAL PANEL/METER PER KEYNOTE
CONSUMER TANK WITH/ HEAT PUMP
DOOR TYPE SEE A.08 FOR SCHEDULE
WINDOW TYPE SEE A.08 FOR SCHEDULE
KEY NOTE
FLOOR DEPRESSION1.5''
XX
XX
XX
WHOLE HOUSE FAN: 1186.5 CFM PER T-24
E ELECTRICAL VEHICLE CHARGING
STATION LOCATION. 208/240-VOLT
BRANCH CIRCUIT (40 AMP)
1
1
2
3
4
5
7
9 EXHAUST FAN FOR BATHROOM SHALL BE MINIMUM 50 CFM
AND CONTAIN HUMIDISTAT (EXHAUST THROUGH ROOF).
10 EXHAUST FAN ABOVE KITCHEN GAS RANGE SHALL BE 85% CE OR 250
CFM (EXHAUST THROUGH ROOF)
11
8
(N) DUAL-GANG ELECT. METER BOX
(N) ELECTRICAL SUB-PANEL 225 AMPS
(N) LANDING. 1 1/2" BELOW THRESHOLD. MINIMUM 36" IN
DEPTH.MIN. 2% SLOPE AWAY FROM BUILDING.
(N) 22X30 ATTIC ACCESS
2'' SHOWER CURB
MIN. 4" DIA. TO THE OUTSIDE, EQUIPPED WITH A BACK
DRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED TO 14
FT. WITH 2 ELBOWS. [CMC 504.4.2] (EXHAUST THROUGH
EXTERIOR WALL/ROOF)
6
(N) HEAT PUMP UNIT ON 3" THIK. CONCRETE PAD
(N) 6X6 POST
TEMPERED GLASS
12 (N) CONSUMER TANK WITH/ HEAT PUMP, DETAIL ON SHEET A.03
13 APPROVED PRE-FABRICATED SHOWER ENCLOSURES WALL PANELS
WITH FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS. SMOOTH,
NON-ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES
ABOVE THE DRAIN INLET
14 FUTURE INSTALLED FLOOR MOUNTED FOLDABLE GRAB BAR
15 2X8 BACKING FOR FUTURE GRAB BAR INSTALLATION
16 32'' MIN. CLR. INTERIOR DOOR SEE NOTE ON ''AGING-IN-PLACE''
17
18 OBSCURED,TEMPERED GLASS
19 1HR FIRE RATED WALL, UPNPROTECTED OPENING MAX
25% WALL AREA, SEE CALCULATION ON ELEV. 01/A.06,02/A.06
20 8'' GARAGE CURB, SEE STRUCTURAL DWG
21 DOOR BETWEEN GARAGE AND LIVING AREA SHALL BE 20 MIN. RATED 1-3/8"
SOLID CORE WITH CLOSER AND LATCHING HARDWARE, SMOKE SEAL @
JAMB, HEAD @ METAL THRESHOLD
5/8" TYPE "X" GYPSUM BOARD ALL WALLS, CEILINGS, BEAMS, POSTS
AND COLUMNS, SMOOTH FINISH TYPICAL AT GARAGE
1.ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST
DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE
PROVIDED W/. CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH
OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM
TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR.
2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE
NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN
CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE
CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS
LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE
THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF
TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF
FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED.
3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF
A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHT'G. AND AT THE LOCATION OF THE VENT.
4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. INSTALLATION OF
VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R903. INSTALLATION OF
VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1.
5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS)
AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF FRAMING MEMBER/RAFTERS AND THE STRUCTURAL ROOF SHT'G. AT THE TOP OF THE ROOF
FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE.
2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE
UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASEEMBLY.
3. WHERE WOOD SHINGLES OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR
SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHT'G.
4. IN CALIFORNIA CLIMATE ZONES 14 & 16, ANY AIR-IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR
RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE
UNDERSIDE OF THE INSULATION (SEE TITLE 24, PART 6, FIG. 100.1-A)
5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION
DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD
SHINGLES OR WOOD SHAKES, OR ANY OTHER ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS
INSTALLED. A CONT. LAYER SHALL BE CONSIDERED TO EXIST IF SHT'G., ROOFING PAPER OR ANY CONT. LAYER
WHICH HAS A PERM RATE OF NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.);
5.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE
UNDERSIDE OF THE STRUCTURAL ROOF SHT'G.
5.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR-PERMEABLE INSULATION INSTALLED DIRECTLY
BELOW THE STRUCTURAL SHT'G., RIDGE BOARD OR SHEET INSULATION W/. AN R-VALUE OR R-4 SHALL BE
INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL.
5.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE AIR-IMPERMEABLE INSULATION SHALL BE
APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION
CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER TH AIR-PERMEABLE
INSULATION.
5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR0IMPERMEABLE INSULATION LAYER, IT SHALL
BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER.
ATTIC AREA: 800 SF
USE BALANCE METHOD : 1/300
NET VENT AREA REQUIRE : 800/300 x 144 SQ.IN. = 384 SQ.IN
FOR WHOLE HOUSE VENT: 1186.5 CFM-227 SQ.IN VENT NFA IS REQUIRED ( 144 SQFT PER 750
CFM)
TOTAL VENT AREA REQUIRED: 611 SQ.IN
NOTE: MAX 50% ON UPPER ROOF AREA
LOW: USE 3 UNITS O'HAGIN VENT (72 SQ.IN/UNIT) = 216 SQ.IN (1/3 LOW AREA OF ROOF)
HIGHT: USE 3 UNITS O'HAGIN VENT (72 SQ.IN/UNIT)= 216 SQ.IN (1/3 HEIGHT AREA OF ROOF)
+ 10 FT RIGDE VENT (18 SQ.IN/FOOT)= 180 SQ.IN
TOTAL = 612 SQ.IN
4'-9 1/2"4'-9 1/2"
9'-7 1/2"
2'
-
0
"
3'-1"
11
'
-
4
1
/
2
"
2'
-
4
1
/
2
"
3'
-
8
"
3'
-
5
"
20
'
-
1
0
"
15'-1 1/2"8'-10"5'-4 1/2"
5'
-
7
1
/
2
"
4'
-
7
"
3'-10"8'-4"5'-4 1/2"
B
A.06
B
A.06
GARAGE
15"15"
17
"
17
"
21'-1 1/2"12'-8"
5'
-
8
"
17
'
-
1
1
"
8'-0"
5'
-
0
"
5'-0"
14
'
-
9
"
51'-4"
A.06
2
A.
0
6
3
A.06
1
A.
0
6
4 8'
-
8
1
/
2
"
11'-9 1/2"
3'
-
6
"
5'
-
3
"
11
'
-
0
"
8'-11 1/2"
5'-0"
A
A.06
A
A.06
SD
CDSD
CDSD
SD
30"
3'-0"
6'
-
0
"
1.
5
'
'
1.5''
1 2
3
5
3
3
3
4
6
5'
-
0
"
20'-9"
14
'
-
1
"
A
B
B C
30'' CLR
30'' CLR 12
6
11
3
3 11
16
9
9
7
10
13
13
11 5
5
15
3'-5 1/2"
36'' CLR.
FRONT OF
PANEL
15 14
14
BEDROOM#1
10FT CL'G
KITCHEN
10FT CL'G
LIVING
10FT CL'G
BEDROOM#2
10FT CL'G
W.I.C
10FT CL'G
BATH#1
10FT CL'G
BATH#2
10FT CL'G
PORCH
CLOSET
4'
-
6
1
/
2
"
EE&RO
EE&RO
18
18
19
19
2
AD.20
2
AD.20
88
21
NOTE: NO INSULATION
NO HEATING
NO COOLING
20
17
2
AD.20
6
AD.20
2''
4
11
2020
10FT CL'G
19
COVER PORCH
12'-0"
6'-4"6'-0"
7
1
1
1
1
21
'
-
5
"
EELECTRICAL VEHICLE
CHARGING STATION
LOCATION. 208/240-VOLT
BRANCH CIRCUIT (40 AMP)
1
B
A.06
B
A.06
1'-0"1'-0"
6'
-
2
"
1'
-
0
"
1'-0"
WA
L
L
L
I
N
E
B
E
L
O
W
WALL LINE BELOW
WALL LINE BELOW
WA
L
L
L
I
N
E
B
E
L
O
W
WA
L
L
L
I
N
E
B
E
L
O
W
WALL LINE BELOW
WALL LINE BELOW
WA
L
L
L
I
N
E
B
E
L
O
W
A.06
2
A.
0
6
3
A.06
1
A.
0
6
4
ROOF MATERIAL COVERING CLASS "A", TO MATCH WITH
EXISTING ROOF (EXISTING ROOFING MATERIAL TYPE:
ASPHALT SHINGLES BY CERTAINTEED ICC-ESR# 3537).
OVER PLYWOOD SHEATING OVER RADIANT BARRIER
OVER RAFTERS PWE STRUCTURAL DWGS.
3'-0"
4:12
4:
1
2
4:
1
2
A
A.06
A
A.06
O'HAGIN VENT 72 SQ.IN TYP.
O'HAGIN VENT 72 SQ.IN TYP.
3FT MIN.
3'
-
4
"
3FT MIN.
3'-0"
O'HAGIN VENT 72 SQ.IN TYP.
FUTURE SOLAR ZONE
100 SF
FUTURE SOLAR ZONE
160 SF
POST BELOW POST BELOW
2
AD.20
2
AD.20
2
AD.20
1'
-
0
"
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
1'
-
0
"
11"
RIDGE VENT
10'-0"
EQEQEQ
EQ EQ EQ
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
A.05
PROPOSED ADU
FLOOR & ROOF
PLAN
(N
)
D
E
T
A
C
H
E
D
A
D
U
,
U
N
I
T
2
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
1/4" = 1'-0"1PROPOSED ADU FLOOR PLAN
1/4" = 1'-0"2PROPOSED ADU ROOF PLAN
ROOF VENTILATION
NOTES: (CRC R806)PLAN KEYNOTES FLOOR PLAN NOTES
PLAN LEDGEND
ROOF VENTILATION
CALCULATION
ROOF PLAN
GENERAL NOTES
1. ROOF MATERIAL COVERING CLASS "A" ASPHALT SHINGLES BY
CERTAINTEED ICC-ESR# 3537. COLOR & PER THE INSTALLATION
OF ROOF COVERING SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
2. PROJECTIONS LESS THAN 5'-0" (HOUSE WITH NO SPRINKLER)
TO PROPERTY LINE TO BE 1-HOUR CONSTRUCTION, TYP.
3. ROOF VENT : SEE ROOF VENTILATION CALCULATION.
901 E Myrtle St Unit# 2 -
1011181606/27/2024
1. PROVIDE FIRE BLOCKING IN CONCEALED SPACES 10' O.C. HORIZONTAL,
VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN
HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR
AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, WIRES,
CHIMNEYS AND FIREPLACES, CRC R302.11.
2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY
EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" TO THE EXPOSED
GROUND SHALL BE PRESSURE TREATED OR NATURALLY DURABLE TO DECAY,
CRC R317.2(2).
3. ALL WALLS TO BE SMOOTH FINISH U.N.O.
4. CONTRACTOR TO INCLUDE ALL FINISH AND COLOR SPECIFIED BY OWNER AND
INTERIOR DESIGNER.
5. CONTRACTOR TO VERIFY W/ OWNER'S INTERIOR DESIGNER FOR MATERIAL
SELECTION AND COLOR PRIOR TO FINAL PRICING AND CONSTRUCTION.
6. MIN. 3/8" CDX PLYWOOD THROUGH-OUT @ OUTSIDE FACE OF WALL
7. CONTRACTOR TO INCLUDE INSULATION OF CLOSET ORGANIZER. (SELECTED BY
OWNER)
8. CONTRACTOR TO VERIFY ALL OWNER'S APPLIANCE MANUAL SPEC. PRIOR TO
CONSTRUCTION.
9. DESIGN BUILT CABINET TO FIT
10. ALL INTERIOR, DOOR, WINDOW SIDE, HEAD AND SILL TO BE MOLDING
11. EXTERIOR CONCRETE LANDING TO COMPLY 2022 CRC R311.3
A. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH
EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS
THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A DIMENSION OF
NOT LESS THAN 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL.
THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT
VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT).
B. LANDINGS AT THE REQUIRED DOOR SHALL NOT MORE THAN 1 1/2 INCHES
LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING
SHALL BE NOT MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE
THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING
12. GROUND ADJACENT TO THE FOUNDATION SHALL FALL A MINIMUN OF 8
INCHES WITHIN THE FIRST 10 FEET MEASURE PERPENDICULAR TO THE FACE
OF THE FOUNDATION WALL. (CRC R401.3)
XX DOOR TYPE, SEE SCHEDULE A.10
WINDOW TYPE, SEE SCHEDULE A.10
XX KEY NOTE
XX
LEGEND
EE&RO EGRESS ESCAPE AND RESCUE OPENING
3
4
7
8
5
6
ROOF MATERIAL COVERING CLASS "A" ASPHALT SHINGLES BY
CERTAINTEED ICC-ESR# 3537. COLOR & TEXTURE TO MATCH
EXISTING HOUSE.
STUCCO, PAINT AND MATERIAL TO MATCH EXISTING1
2
FASCIA & TRIMMING -PAINT TO MATCH EXISTING HOUSE
2 1/2" VINYL MOLDING TRIM FOR ALL
WINDOWS TO MATCH EXISTING HOUSE
CONCRETE LANDING
ROOF VENTS
WOOD POST
TEMP. OBSCURED GLASS
9 TEMPERED GLASS
A 6x8 RIDGE BOARD PER STRUCT.
B 2x8 ROOF RAFTER PER STRUCT.
C 2x8 CEILING JOISTS PER STRUCT
D CONCRETE SLAB PER STRUCT.
E FOOTING PER STRUCT.
F 2x4 STUD WALL PER STRUCT.
G ATTIC INSULATION PER T-24
H WALL INSULATION PER T-24
I WEEP SCREED FOR STUCCO, 2" ABOVE PAVED
AREAS, 8" ABOVE NATURAL GRADE
J
K
DEPTH OF EAVE TO MATCH MAIN DWELLING, TYP.
O'HAGIN VENT 72 SQ.IN TYP.
L 1HR FIRE RESISTANCE EAVE, SEE DTL 05/ AD.20
M 1-HR FIRE RATED WALL, SEE SHEET 01/AD20 FOR DETAIL.
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
15' -0"
6'
-
8
"
1'-0"11"
1'-0"
1'-0"
4:12 4:12
4:
1
2
2'
-
8
"
4'
-
0
"
5'-0"
6'
-
8
"
5'-0"
8"
10
'
-
0
"
AD
U
M
A
X
.
H
E
I
G
H
T
15
'
-
0
"
9
1
4
6
EE&RO
EE&RO
4
A
5
2
3
6
F.S.D = 4 FT (3FT<F.S.D<5FT)
UNPROTECTED OPENING MAXIMUM 25%
WALL AERA. WALL AREA = 282 SF,
OPENING = 20 SF. 20 / 282 = 7.1 % <25% (OK)
WINDOW = 20 SF
(N) GARAGE
8
4:12
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
15' -0"
6'
-
8
"
4:12 4:12
2'
-
0
"
4'
-
8
"
1'-0"1'-0"2'-0"2'-0"1'-0"
F.S.D
3'-0"
F.S.D
3'-0"
TO (E) STRUCT
6'-0"
(E
)
M
A
I
N
H
O
U
S
E
F.
S
.
L
10
'
-
0
"
8"
(N
)
A
D
U
M
A
X
.
H
E
I
G
H
T
15
'
-
0
"
3
2
1
B
3'-0"
6'
-
8
"
1
8
55
6
9
7
4
4:
1
2
1
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
15' -0"
10
'
-
0
"
4:
1
2
4:12 4:12
1'-0"
1'-0"
6'
-
8
"
4'
-
8
"
2'
-
0
"
8"
7'
-
0
"
3'
-
6
"
3'
-
6
"
(N) ADU GARAGE
(N
)
A
D
U
M
A
X
.
H
E
I
G
H
T
15
'
-
0
"
C
B
6
1
F.S.D = 4 FT (3FT<F.S.D<5FT)
UNPROTECTED OPENING MAXIMUM 25%
WALL AERA. WALL AREA = 547 SF,
OPENING = 17.25 SF. 17.25 / 547 = 3.2% <25% (OK)
2'-6"
3'-6"
WINDOW = 12,25 SF
WINDOW = 5 SF
2
4'-0"
TO PROPERTY LINE
5'-0"
7
4 4
PR
O
P
E
R
T
Y
L
I
N
E
3
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
15' -0"
2'-0"2'-0"1'-0"
1'-0"
4:
1
2
4:
1
2
(N) GARAGE
8"
10
'
-
0
"
(N
)
A
D
U
M
A
X
.
H
E
I
G
H
T
15
'
-
0
"
2
1
8
3
1'-0"
TO (E) STRUCT
6'-0"
3'-10"
TO PROPERTY LINE
4'-10"
(E
)
M
A
I
N
H
O
U
S
E
F.S.D
3'-0"
F.S.D
3'-0"
F.
S
.
L
5
PR
O
P
E
R
T
Y
L
I
N
E
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
15' -0"
GARAGE
4:124:12
1'-0"1'-0"R38-INSULATION
R19-INSULATION
10
'
-
0
"
8"
AD
U
M
A
X
.
H
E
I
G
H
T
15
'
-
0
"
D EE
6
AD.20
ED
CG
B
J J
AD.20
3
1
AD.10
1
AD.20
A
BATH#2
10FT CL'G
BATH#1
10FT CL'G
LIVING
10FT CL'G
KITCHEN
10FT CL'G
CLASS I OR II VAPOR
RETARDER INSTALLED
ON THE WARM IN WINTER
SIDE OF CEILING
R15-INSULATIONR15-
INSULATION
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
15' -0"
CEILING SOFFIT
REF.CLOSET
DE E
F
H
G C
F
H
I
1
AD.20
1'-0"1'-0"
J
B
G CR38-INSULATION
R19-INSULATION
2
AD.20
M
A
L
BEDROOM#1
10FT CL'G KITCHEN
10FT CL'G
CLASS I OR II VAPOR
RETARDER
INSTALLED ON THE
WARM IN WINTER
SIDE OF CEILING
R15-
INSULATION
R15-
INSULATION
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
A.06
PROPOSED ADU
SECTIONS &
ELEVATIONS
(N
)
D
E
T
A
C
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E
D
A
D
U
,
U
N
I
T
2
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
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F
A
M
I
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S
I
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N
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90
1
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M
Y
R
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L
E
S
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,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
1/4" = 1'-0"1PROPOSED ADU NORTH ELEVATION
1/4" = 1'-0"4PROPOSED ADU WEST ELEVATION
1/4" = 1'-0"2PROPOSED ADU SOUTH ELEVATION
1/4" = 1'-0"3PROPOSED ADU EAST ELEVATION
1/4" = 1'-0"BPROPOSED SECTION B-B1/4" = 1'-0"APROPOSED SECTION A-A
ELEVATION KEYNOTES
ELEVATION & SECTION
NOTES
SECTION KEYNOTES
11
901 E Myrtle St Unit# 2 -
1011181606/27/2024
RE
F
.
DW
DOOR/WINDOW REMARKS:
(1) DOOR SHALL HAVE A MINIMUM CLEAR WIDTH OF 32" WHEN MEASURED BETWEEN THE
FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN AT 90 DEGREE.
(2) DOOR SHALL HAVE A MINIMUM CLEAR HEIGHT OF 78", MEASURED FROM THE TOP OF
THE THRESHOLD TO THE BOTTOM OF THE STOP
(3) DOOR SHALL BE READILY OPENABLE FROM THE INSIDE THE DWELLING WITHOUT THE
USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
(4) SELF-CLOSING, TIGHT FITTING, SOLID WOOD, 1-3/8'' THICK DOOR, NOT LESS THAN 20-
MIN FIRERATED DOOR AT OPENING TO DWELLING (CBC 715.4.3).
(5) THE MANUFACTURED WINDOWS AND SLIDING DOOR SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONALS FENESTRATION RATING COUNCIL (NFRC) AND
COMPLIANCE WITH THE ENERGY CALCULATIONS.
(6) THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE
DETERMINED IN ACCORDANCE WITH ASTM E1300.
(7) DOOR SHALL BE READILY OPENABLE FROM THE INSIDE THE DWELLING
WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
(8) ALL TEMPERED GLASS (T.G.) SHALL BE ACID-ETCHED, SAND-BLASTED,
CERAMIC-FIRED, ASER-ETCHED, OR EMBOSSED PER CRC 2406.3.
(9) DEAD BOLT LOCKS ARE REQUIRED ON ALL EXTERIOR DOORS
(INCLUDING HOUSE TO GARAGE
(10) GLAZING SHALL BE SAFETY GLAZING IF LESS THAN 72" ABOVE
BATHROOM FINISH FLOOR
1. ALL DOORS AND WINDOWS SHALL MEET CITY'S SECURITY ORDINANCE.
2. ALL EXTERIOR DOORS & WINDOWS SHALL BE WEATHER TIED AND PROVIDE WITH INSECT SCREEN-METAL.
DOORS & WINDOWS SHALL BE IN COMPLIANCE WITH ANSI. STD. A13 OR A1342.
3. THE MANUFACTURED WINDOWS AND SLIDING DOOR SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE
NATIONALS FENESTRATION RATING COUNCIL (NFRC) AND COMPLIANCE WITH THE ENERGY CALCULATIONS.
4. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH
ASTM E1300.
5. ALL TEMPERED GLASS (T.G.) SHALL BE ACID-ETCHED, SAND-BLASTED, CERAMIC-FIRED, LASER-ETCHED, OR
EMBOSSED PER CRC 2406.3.
6. GLAZING AND INSULATION SHALL CONFORM TO THE STATE ENERGY INSULATION STANDARD.
7. DEAD BOLT LOCKS ARE REQUIRED ON ALL EXTERIOR DOORS (INCLUDING HOUSE TO GARAGE)
8. GLAZING SHALL BE SAFETY GLAZING IF LESS THAN 72" ABOVE BATHROOM FINISH FLOOR
9. SLIDING GLASS DOORS AND WINDOWS LOCATED LESS THAN 16 FEET ABOVE ANY SURFACE AVAILABLE
FOR USE BY THE PUBLIC SHALL BE CAPABLE OF BEING LOCKING SECURELY. MOVEABLE PANELS SHALL NOT
BE EASILY REMOVED FROM THE FRAME.
10. ALL MAIN OR FRONT ENTRY TO DWELLINGS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW
OF THE AREA IMMEDIATELY OUTSIDE WITHOUT OPENING DOOR. SUCH VIEW MAY BE POVIDED BY A DOOR
VIEW, A VIEW PORT, WINDOW, OR OTHER OPENING.
11. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEAD BOLT WITH A MINIMUM THROW OF 1 INCH AND
AN EMBEDMENT OF NOT LESS THAN 5/8 INCH.
12. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF DUTCH DOORS SHALL BE EQUIPPED
WITH A DEAD BOLT.
13. NON-REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE
WHEN THE DOOR IS CLOSED.
14. UNFRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/2" THICK.
15. NARROW-FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/4" THICK.
16. ANY GLASS WHICH IS LOCATED WITHIN 40 INCHES OF THE BLOCKING DEVICE ON A DOOR SHALL BE FULLY
TEMPERED, OR HAVE APPROVED METAL BARS, SCREENS OR GRILLS.
17. IT IS CONTRACTOR'S RESPONSIBILITY TO CONFIRM DOOR/WINDOW ROUGH OPENING DIMENSIONS WITH
THE MANUFACTURE/SUPPLIER PRIOR TO BEGIN CONSTRUCTION
18. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325.
(R309.4)
19. EMERGENCY EGRESS:
A. MIN. SET CLEAR OPENING OF 5.7 SQUARE FEET.
B. MIN. SET CLEAR HEIGHT OF 24 INCHES.
C. WINDOW SILL CLEAR OPENING EMERGENCY EGRESS NO MORE THAN 44 INCHES ABOVE THE FLOOR.
FINISH NOTES:
(1) SEAL AND PAINTED W/ A COAT FLAT VINYL.
(2) UNDERCOAT AND FINISH W/SEMI-GLOSS ENAMEL
(3) KNOCKDOWN TEXTURE.
(4) TAPED DRYWALL JOINTS.
(5) SPRAYED SIMULATED ACOUSTIC PLASTER.
(6) ORANGE PEEL FINISH.
1.GYPSUM BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN
AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. CRC R702.3.7.1
2.ALL DOORS & WINDOWS SHALL MEET CITY'S SECURITY ORDINANCE
3.CONCRETE SLAB AND UNDER FLOOR INSPECTIONS SHALL BE MADE AFTER IN-SLAB OR UNDER-FLOOR
REINFORCING STEEL AND BUILDING SERVICE EQUIPMENT, CONDUITS, PIPING OR OTHER ANCILLARY
BUILDING TRADE PRODUCTS OR EQUIPMENT ARE INSTALLED, BUT BEFORE ANY CONCRETE IS PLACED
OR FLOOR SHEATHING IS INSTALLED, INCLUDING THE SUBFLOOR R109.1.1.1
4.ROUGH INSPECTION OF PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE MADE PRIOR
TO COVERING OR CONCEALMENT, BEFORE FIXTURES OR APPLIANCES ARE SET OR INSTALLED, AND
PRIOR TO FRAMING INSPECTION R109.1.2
5.WATER PIPING MATERIAL WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC 604.1 OF THE
CALIFORNIA PLUMBING CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEM SHALL BE
INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC 604 OF THE CPC, INSTALLATION
STANDARDS OF APPENDIX 1 OF THE CPC AND MANUFACTURERS RECOMMENDED INSTALLATION
STANDARDS. CPVC WATER PIPING REQUIRESA CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC
604.4.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE.
BUILDING DEPT. NOTES:
8'
-
5
1
/
2
"
5'-0"
17
"
17
"
2'
-
1
1
1
/
2
"
2'
-
1
0
"
2'
-
8
"
8'
-
5
1
/
2
"
A.081
2
30'' CLR
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
1'
-
0
"
2'
-
6
"
1'
-
6
"
3'
-
0
"
10
'
-
0
"
CEILING SOFFIT
RANGE
RE
F
R
I
G
E
R
A
T
O
R
2'
-
0
"
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
WI
N
D
O
W
WI
N
D
O
W
CEILING SOFFIT
DISH
WASHER
3'
-
0
"
1'
-
6
"
2'
-
6
"
1'
-
0
"
10
'
-
0
"
RE
F
R
I
G
E
R
A
T
O
R
2'-1"1'-11"3'-6"1'-6"
8'-11"
1'
-
0
"
ADU F.F.
0' -8"
MIRROR
3'
-
0
"
6"
3'
-
0
"
17"17"
6'
-
0
"
2'-8"2'-10"2'-11 1/2"
8'-5 1/2"
WI
N
D
O
W
WI
N
D
O
W
SHOWER
ADU F.F.
0' -8"
5'-0"
3'
-
0
"
3'
-
0
"
3'-3"1'-9"
31 1/2"
6'
-
0
"
SHOWER
2'-0"2'-0"3'-6"1'-6"
9'-0"
3'
-
0
"
2'
-
0
"
2'
-
6
"
2'
-
0
"
1'
-
6
"
2'
-
0
"
13
'
-
0
"
A.06
1
2
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
1 28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
A.08
ROOM FINISH &
DOOR/WINDOW
SCHEDULE &
INTERIOR DETAILS
(N
)
D
E
T
A
C
H
E
D
A
D
U
,
U
N
I
T
2
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
NUMBE
R DOOR SIZE QTY DESCRIPTION U-FACTOR SHGC REMARKS
1 3' - 0" x 6' - 8" 1 EXTERIOR DOOR 1 PANEL/TEMPERED GLASS, VINYL FRAME, PAINTED FINISH 0.5 ENTRY DOOR (1) (2) (3) (9)
2 2' - 8" x 6' - 8" 1 SOLID CORE 1 PANEL, WOOD FRAME, PAINTED FINISH, 20 MINUTES MIN. FIRE
RATED DOOR
GARAGE TO HOUSE (4)
3 2' - 8" x 6' - 8" 4 HOLLOW CORE 1 PANEL, WOOD FRAME, PAINTED FINISH INTERIOR
4 5' - 0" x 6' - 8" 1 SIDELITE SOLID CORE/TEMP. GLASS, VINYL FRAME, PAINTED FINISH EXTERIOR (1) (2) (3) (9)
5 3' - 0" x 6' - 8" 1 HOLLOW CORE 1 PANEL, WOOD FRAME, PAINTED FINISH INTERIOR
6 5' - 0" x 6' - 8" 1 SLIDING DOOR, HOLLOW CORE, WOOD FRAME, PAINTED FINISH INTERIOR
7 8' - 0" x 8' - 0" 1 METAL GARAGE DOOR
Grand total: 10
DOOR SCHEDULEXWINDOW SCHEDULEX
ID QTY WINDOW SIZE DESCRIPTION U-FACTOR SHGC REMARKS
A 1 5' - 0" x 4' - 0"SLIDER, DUAL GLASS/ VINYL FRAME SOLID CORE, FINISH
PER MFGR.
0.3 0.23
B 2 2' - 6" x 2' - 0"SLIDER, DUAL GLASS/ VINYL FRAME SOLID CORE, FINISH
PER MFGR.
0.3 0.23 TEMP. OBSCURED @BATH (5), (10)
C 1 3' - 6" x 3' - 6"SLIDER, DUAL GLASS/ VINYL FRAME SOLID CORE, FINISH
PER MFGR.
0.3 0.23
Grand total: 4
DOOR/WINDOW NOTES
ROOM FINISH SCHEDULE
ROOM FLOOR BASE WALL MATERIAL WALL FIN.
CEILING
MATERIAL CEILING FIN. HEIGHT
BEDROOM#1 VINYL WOOD 1/2'' GYP.BD. 1,3 1/2'' GYP.BD. 1,3 10'-0''
KITCHEN VINYL WOOD 1/2'' GYP.BD. 1,3 1/2'' GYP.BD. 1,3 10'-0''
LIVING VINYL WOOD 1/2'' GYP.BD. 1,3 1/2'' GYP.BD. 1,3 10'-0''
BEDROOM#2 VINYL WOOD 1/2'' GYP.BD. 1,3 1/2'' GYP.BD. 1,3 10'-0''
W.I.C VINYL WOOD 1/2'' GYP.BD. 1,3 1/2'' GYP.BD. 1,3 10'-0''
BATH#1 TILE WOOD 1/2'' GYP.BD. 2,3 1/2'' GYP.BD. 2,3 10'-0''
BATH#2 TILE WOOD 1/2'' GYP.BD. 2,3 1/2'' GYP.BD. 2,3 10'-0''
1/2" = 1'-0"1PROPOSED ADU BATH#2 PLAN
1/2" = 1'-0"2KITCHEN ELEVATION 1 1/2" = 1'-0"3KITCHEN ELEVATION 2
1/2" = 1'-0"4PROPOSED BATH#2 SECTION1 1/2" = 1'-0"5PROPOSED BATH#2 SECTION 2
1/2" = 1'-0"6PROPOSED ADU KITCHEN PLAN
1. STRING SHALL BE FABRICATED FROM EITHER HARD-DRAWN SPRING WIRE ( PER ASTM A227-21) OR OIL-TEMPERED WIRE ( PER ASTM A229-71)
2. MINIMUM DESIGN STANDARD SHALL BE 9000 CYCLES.
3. PHYSICAL CYCLING TESTS SHALL BE EQUIPPED WITH AN APPROVED TESTING AGENCY.
4. PHYSICAL CYCLING TESTS SHALL BE EQUIPPED WITH AN APPROVED DEVICE CAPABLE OF RESTRAINING THE SPRING OR ANY PART THERE OF IN THE EVENT IT
BREAKS. CONTAINMENT DEVICE SHALL BE TESTED AND CERTIFIED BY AN APPROVED TESTING AGENCY.
GARAGE DOOR STRINGS PER SEC. R309.5
901 E Myrtle St Unit# 2 -
1011181606/27/2024
WHEN WALL IS SHEATHED ON
THE EXTERIOR, LAP BOTH
LAYERS OF BUILDING PAPER
OVER THE WEEP SCREED
FLANGE
EXTERIOR FINISH
GRADE
MIN. 26 GA. G.S. PLASTER
WEEP SCREED W/ 3-1/2"
VERTICAL NAILING FLANGE
STUCCO OVER 2
LAYERS GRADE 'D'
PAPER
PRESSURE TREATED WOOD
PLATE SEAL TO CONCRETE W/
CONT. BEAD OF SEALANT
WHEN WALL IS SHEATHED ON
THE EXTERIOR, LAP BOTH
LAYERS OF BUILDING PAPER
OVER THE WEEP SCREED
FLANGE
CONC. SLAB
FOOTING OR
CURB
CONCRETE SLAB
MIN. 26 GA. G.S. PLASTER WEEP
SCREED W/ 3-1/2" VERTICAL
NAILING FLANGE
STUCCO OVER 2
LAYERS GRADE 'D'
PAPER
PRESSURE TREATED WOOD
PLATE SEAL TO CONCRETE W/
CONT. BEAD OF SEALANT
CONC. SLAB
FOOTING OR
CURB
MI
N
.
1
'
'
6'
'
M
I
N
.
TO
F
I
N
.
G
R
A
D
E
8'
'
M
I
N
.
MIN.
1'
'
6'
'
M
I
N
.
TO FIN. GRADE
8'
'
M
I
N
.
FIN. SLAB PER
PLAN
POLYVINYL-CHLORIDE
COATED STEEL SPIRAL
DUCT SIZE PER
MECHANICAL ENGINEER W/
ALL JOISTS TAPED AND
SEALED
ANY AND ALL DUCK PENETRATIONS
TO BE ABOVE 9.00 NAVD88
0'
-
4
"
0' - 4"
VAPOR BARRIER
4" MIN. CONCRETE
SURROUND ALL DUCTS
GRAVEL FILL
FLOOR FINISH, SEE
SCHEDULE
SEE STRUCT. DWGS FOR
SLAB UNDER LAYER
FACE OF STUD
PORCH SLAB
ISOLATED SLAB FROM
CONC. SEE STRUCT.
SLAB AND UNDER LAYER
SEE STRUCT. DWGS
INTERIOR FINISH,
SEE SCHEDULE
INTERIOR FINISH,
SEE SCHEDULE
2x4 STUD WALL
FLOOR FINISH, SEE
SCHEDULE
1/2" GYPSUM BOARD @
CEILING, U.N.O
FLOOR PLYWOOD
SHEATHING, PER. STRUCT.
FLOOR JOISTS,
PER .STRUCT.
CLEVAGE
MEMBRANE
METAL LATH MORTAR BED
WATERPROOF MEMBRANE OR
CRACK ISOLATION MEMBRANE,
OPTIONAL FOR WET AREABOND COAT
CERAMIC TILE
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
1 28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
AD.10
ARCHITECTURAL
DETAILS
(N
)
D
E
T
A
C
H
E
D
A
D
U
,
U
N
I
T
2
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
N/A 1WEEP SCREET
N/A 2UNDER SLAB DUCT SYSTEM
N/A 6HOUSE TO PORCH
N/A 3NON-BEARING WALL
N/A 9WINDOW SILL -STUCCO-TRIM
N/A 10DOOR JAM AT EXT. WALL
N/A 12WINDOW SILL
N/A 13DOOR HEAD/JAM
N/A 14VENT THROUGH ROOFN/A 17CERAMIC TILE FLOORING
N/A 7WINDOW HEAD-STUCCO
N/A 15WINDOW SILL-SHOWER
N/A 16WINDOW JAM-STUCCO
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SEE PLAN
ROOFING (SEE PLAN) OVER 2 LAYERS 30#
BUILDING PAPER OVER ROOF SHEATHING
OVER RADIANT BARRIER OVER ROOF FRAMING
2X BLK'G
GUTTER
WHERE
OCCURS
1x4 OVER 2x6 FASCIA
1X4 ''V'' GROOVE T+G SOFFIT
OVER 5/8'' TYPE 'X' GYP. BD WHEN
LESS THAN 5'-0" TO PROPERTY LINE
SEALANT
EXT . MATERIAL OVER
HOUSEWRAP
COPPER FLASHING
1/2" GYP. SEE
FINISH SCHEDULE
1/2" GYP. WHERE SLOPE
CEILING OCCURS.
STUCCO SYSTERM ON LATH, INSTALL
PER MFR, MATCH TO EXISTING
HOUSE.
ROOFING (SEE PLAN) OVER 2 LAYERS
30# BUILDING PAPER OVER ROOF
SHEATHING OVER RADIANT BARRIER
OVER ROOF FRAMING
ROOFING
2x FLAT OUTRIGGER
@24" O.C.
ROOF FRAMINGDRIP EDGE FLASHING
ROOF FASCIA
1/2" GYP. SEE SCHEDULE
1X4 ''V'' GROOVE T+G SOFFIT
OVER 5/8'' TYPE 'X' GYP. BD WHEN
LESS THAN 5'-0" TO PROPERTY LINE
SEALANT
EXT . MATERIAL OVER
HOUSEWRAP
STUCCO SYSTERM ON LATH, INSTALL PER
MFR, MATCH TO EXISTING HOUSE.
2" X 4" WOOD STUDS AT 16" WITH DOUBLE TOP PLATES, SINGLE BOTTOM PLATE;
INTERIOR AND EXTERIOR
SIDES COVERED WITH TYPE X GYPSUM WALLBOARD AND SHEATHING,
RESPECTIVELY, 4' WIDE, APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL
JOINTS OVER STUDS, AND FASTENED WITH 2 1/4" TYPE S DRYWALL SCREWS,
SPACED 12" ON CENTER. CAVITY TO BE FILLED WITH 3 1/2" " MINERAL WOOL
INSULATION. PER CBC TABLE 721.1(2) ITEM 15-1.15
7/8" 3-COATS STUCCO OVER
METAL LATH/WALL SIDING
WHERE OCCUR.
2 LAYERS OF GRADE "D"
BUILDING PAPER
(VAPOR BARRIER)
PLYWOOD SHEATHING (PER
STRUCTURAL DESIGN) MIN.
MIN. 3/8" CDX PLYWOOD
2X4 FRAMING
INSULATION PER T-24
1 LAYER OF 5/8" TYPE
"X" GYPSUM BOARD
CAUKLING
ROOF RAFTER 2x FULL HEIGH FIRE BLOCK
NO VENT HOLE ALLOWED
SOLID FASCIA
SLOPE 5% MIN. AT N.G
SLOPE 2% MIN. AT PAVED
CBC TABLE 721.1(2) ITEM 15-1.15
1/2" GYP.
VAULTED CEILING
WHERE OCCUR
5/8" TYPE "X" GYP. SHEATHING
FOR OVERHANGE
DETAIL 05 SEE AD.20
ROOFING (SEE PLAN) OVER 2 LAYERS 30# BUILDING
PAPER OVER ROOF SHEATHING OVER RADIANT
BARRIER OVER ROOF FRAMING
1/2" GUPSUM WALLBOARD OR SHEATHING APPLIED VERTICALLY
OR HORIZONTALLY NAILED WITH 6D COOLER OR WALLBOARD
NAILS AT 7" O.C. WITH END JOINTS ON NAILING MEMBERS.
STAGGER JONTS EACH SIDE.
U OCC.
GARAGEEXTERIOR
MINIMUM 2X4 WOOD STUDS AT 16" O.C MAXIMUM
5/8" GUPSUM SHEATHING (EXTERIOR EXPOSURE) NAILED WITH I
3/4" BY NO.II GAUGE BY 7/16" HEAD GALVANIZED NAILS AT 8"
O.C. FINISH MATERIALS NAILE WITH MINIMUM 7D GALVANIZED
SMOOTH BOX NAILS (VERIFY WITH MATERIAL MAUFACTURER)
OVER BUILDING PAPER
ALL NON-FIRE RATED FINISH MATERIALS
WALLS THAT SUPPORT THE STRUCTURE OF OCCUPANCY ABOVE
REQ'D FIRE BARRIER CRC SEC. R302.6
MINIMUM 2X4 WOOD STUDS AT 16" O.C MAIMUM
7/8" EXTERIOR CEMRNT PLASTER (MEASURES FROM THE
FACE OF STUDS) ON THE EXTERIOR SURFACE PLASTER
MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT,
BY VOLUME, CEMENT TO SAND. OVER METAL LATH OVER
BUILDING PAPER
1/2" GUPSUM WALLBOARD APPLIED VERTICALLY OR
HORIZONTALLY NAILED WITH 6D COOLER OR
WALLBOARD NAILS AT 7" O.C WITH END JONTS ON
NAILING MEMBERS. STAGGER JOINTS EACH SIDE.
U OCC.
GARAGEEXTERIOR
2X FRAMING
BATT INSULATION
1 LAYER OF 5/8" TYPE "X"
GYPSUM BOARD EXTEND
FROM FOUNDATION TO THE
ROOF SHEATING
1/2" GYP. CEILING 1/2" GYP. CEILING TYP.
1/2" GYPSUM BOARD
ROOF PLYWOOD
SHEATHING PER STRUCT.
CONCRETE FOUNDATION/SLAB
PER STRUCT.
GARAGE
U-OCC.
HOUSE
R3-OCC.
1
2% SLOPE
FLOOR FINISH, SEE
SCHEDULE
SEE STRUCT. DWGS FOR
SLAB UNDER LAYER
PRESSURE TREATED
WOOD PLATE SEAL TO
CONCRETE W/ CONT.
BEAD OF SEALANT
1 LAYER OF TYPE "X" GYP.
FROM FOUNDATION TO THE
UNDER SIDE OF FLOOR/ROOF
SHEATHING, SEE FINISH
SCHEDULE
1/2" GYP. SEE
FINISH SCHEDULE
2x STUD WALL, SEE STRUCT.
INSULATION PER T-24
GARAGE SLAB
1/2 " MIN. GYPSUM WALLBOARD APPLIED
VERTICALLY OR HORIZONTALT NAILED
WITH 6D COOLER OR WALLBOARD NAILS AT
7" O.C WITH END JOINTS ON NAILING
MEMBERS. STAGGER JOINTS EACH SIDE.MINIMUM 2X4 WOOD STUDS AT
24" O.C MAIMUM
MINERAL / GLASS FIBER BATT
INSULATION
NON-RATED FINISH
MATERIAL
NON-RATED PENNETRATION
ALLOWED ON THIS SIDE
U OCC.
GARAGE
R-3 OCC
DWELLING
REQ'D FIRE BARRIER CRC SEC. R302.6
1/2" GUPSUM WALLBOARD APPLIED
VERTICALLY OR HORIZONTALLY
NAILED WITH 6D COOLER OR
WALLBOARD NAILS AT 7" O.C WITH
END JONTS ON NAILING MEMBERS.
STAGGER JOINTS EACH SIDE.
U OCC.
GARAGE
U OCC.
GARAGE
SUPPORT POST LESS
THAN 8X8 (NOMINAL)22-GA STEEL JACKET AROUND
COLUMN OR CORNER
GUARDS FOR IMPACT PROTECTION
NOT LESS THAN 5FT ABOVE F.F
< 8X8(NORMINAL)
REQ'D FIRE BARRIER CRC SEC. R302.6
POSTS THAT SUPPORT
THE STRUCTURE OF
OCCUPANCY ABOVE
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
AD.20
ARCHITECTURAL
DETAILS
(N
)
D
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A
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D
A
D
U
,
U
N
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SA
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A
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9
2
7
0
1
N/A 5EAVE DETAIL
N/A 1ROOF GABLE OVERHANG
N/A 21HR EXT. WALL AND ROOF OVERHANG
N/A 4SUPPORT WALL
N/A 61HR FIRE WALL HOUSE/GARAGE N/A 3HOUSE TO GARAGE.
N/A 7GARAGE TO DWELLING
N/A 8ISOLATED POST
901 E Myrtle St Unit# 2 -
1011181606/27/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
54312
R
E
V
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T
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SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
12/26/2023
Pr
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6
12/26/2023
S-0.20
TY
P
I
C
A
L
D
E
T
A
I
L
S
EXTERIOR
SHEATHING
SEE ARCH. FOR
INSULATION AND
MEMBRANE
STEEL ANGLE SCHEDULE
SIZE SPAN MAX.
L4x3 1/2x3/8
L6x3 1/2x1/2
L7x4x5/8
8'-0"
14'-0"
16'-0"
ADD 9 GAUGE WIRE JOINT REINF. @24"
O.C. VERTICAL FOR BUILDING IN SEISMIC
DESIGN CATEGORIES C, D, E, F.
FERO PAC-TIE WITH 2-#6 x 2" DECK
SCREW AND WASHERS AS FOLLOWS:
- TYPICAL AT 16" HORIZONTAL AND AT
24" VERTICAL
- AROUND OPENINGS AT 12"
HORIZONTAL AND AT 16" VERTICAL
- NOT MORE THAN 12" FROM EDGE OF
OPENINGS.
- LOCATE ROW OF TIES MAX 12" ABOVE
BEARING LEVEL
AND 8" FROM TOP OF WALL.
LLV STEEL ANGLE SUPPORT 3'-6"
VENEER HEIGHT MAX AND NEED TO
EXTENT AND BEAR ON EACH SIDE OF
OPENING 4" MIN. SEE SCHEDULE FOR
SIZE
STUD WALL
PER PLAN
BEAM OR
HEADER
PER PLAN
1/2" DIA. LAG SCREW
@12" O.C. WITH 2.5"
MIN. EMBED TO BEAM
OR HEADER
OPENING
VENEER TO WOOD WALL
4
2
3
5
6
TY
P
I
C
A
L
D
E
T
A
I
L
S
1
810
11 7
8
9
12
CONCRETE FLOOR
CONDITION
WOOD FLOOR
CONDITION
1'
MIN.PARTIAL SHEET AT
WALL END ONLY
1'
MI
N
.
WH
E
R
E
RE
Q
'
D
7"
MI
N
.
STAGGER HORIZ. PANEL
JOINTS, TYP OR USE
FULL HEIGHT SHEETS
WHERE POSSIBLE
FULL SIZE
PLYWOOD
SHEET TYP.
U.O.N.
END POST
AT HD
EDGE NAIL
TO HOLD
DOWN END
POST
ANCHOR
BOLTS PER
SHEAR WALL
SCHEDULE
EDGE NAIL
TO SILL
BLK'G AT
PANEL EDGES
SAME SIZE AS
PANEL EDGE
STUD WITH
STAGG. E.N.
FIELD NAILING
@12" O.C.
EDGE NAIL AT
PANEL EDGES
TYP. STUDS
PLYWOOD
FACE GRAIN
PARALLEL
TO STUD
EDGE NAIL TO
SOLE PLATE
SOLE PLATE
NAILING
A35 PER
SHEAR WALL
SCHEDULENOTES:
1.PROVIDE STAGGERED NAILING AT ALL PANEL EDGES.
2. STUDS ARE SPACED @ 16" O.C. MAX. U.O.N.
3. PROVIDE 1/8" GAP BETWEEN ADJACENT PANELS.
EDGE NAIL TO
TOP PLATES
STAGGER NAILS
EDGE NAIL AT
ALL VERTICAL
PANEL SPLICES
(STAGG.).
POST SIZE AT
SPLICE PER
SHEAR WALL
SCHEDULE
NOTES.
SHEAR WALL FRAMING ELEVATION
1/
2
"
GA
P
FLOOR LINE
H
TOP OF PARTITION
PARALLEL TO JOISTS
1/
2
"
GA
P
FLOOR LINE
H
TOP OF PARTITION
PERPENDICULAR TO JOISTS
1/2
"GAP
TOP OF PARTITION TO CONC. SLAB
1/
2
"
GA
P
4x W/ 1/2" Ø HILTI
KH-EZ @48" O.C.
W/ 5" EMBED EA SIDE
DBL. TOP PLATES
CEILING WHERE
OCCURS
SLAB PER PLAN
2-16d TOE NAIL
2x4 FLAT @
48" O.C.
DBL. TOP PLATES
2x6 BRACING W/ (3)16d EA
END @ 8'-0" WHERE WALL IS:
2x4 AND H> 14'-0"
2X6 AND H> 22'-0"
PROVIDE 2x6 CONT. @
MIDSPAN WHERE BRACE
EXCEEDS 6'-0" W/(2) 16dCEILING WHERE
OCCURS
SIMPSON
DTC (SLOT
VERTICAL) AT
EA JOIST OR
RAFTER
DBL. TOP
PLATES
CEILING WHERE
OCCURS
SIMPSON DTC
(SLOT VERTICAL)
CLIP @ EA RAFTER
CEILING WHERE
OCCURS
SIMPSON STCT CLIP
(SLOTS VERTICAL) WHERE
REQUIRED @ EA RAFTER
PARTITION WALL (NON-BEARING/ NON-SHEARWALL)
FRAMING AT NON BEARING WALLS
NON BEARING WALLS
FLOOR JOIST
PER PLAN
SIMPSON
Z CLIP EA. END
2X BLOCKING
@16" O.C.
SIMPSON
Z CLIP EA. END
2X BLOCKING
@16" O.C.
WALL PARALLEL TO JOIST
WALL PERPENDICULAR TO JOIST
NON BEARING WALLS
PROVIDE DOUBLE
JOISTS UNDER NON
BEARING WALLS
NON BEARING WALLS
PROVIDE FULL
HEIGHT BLK'G
UNDER NON
BEARING
WALLS
2x SAWN
LUMBER
1 3/4"
ENGINEERED
LUMBER
WEB
STIFFENER
WALL PARALLEL TO JOIST OPTION
NOTES:
1. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE
SURFACE OF SHEATHING.
2. PLYWOOD OSB PIECES SHALL CONTAIN NOT LESS THAN 8 SQ. FT.
NOR BE LESS THAN 2-0" WIDE.
3. MAXIMUM UNSUPPORTED SHEATHING TO BE 24".
4. FRAMING AT ADJOINING PANEL EDGE SHALL BE 3" NOMINAL OR
WIDER AND NAILS AT ALL PANEL EDGES SHALL BE STAGG. WHERE
PANEL EDGE NAILING IS SPECIFIED AT 2 1/2" 0.C. OR LESS.
5. ALL PANEL EDGES OF THE FLOOR SHEATHING SHALL HAVE
APPROVED T AND G JOINTS OR SHALL BE SUPPORTED BY BLK'G.
PER IBC/CBC TABLE 2304.8 (3) FOOTNOTE D.
6. DIAPHRAGM BOUNDARY SHALL BE SUPPORTED BY FRAMING
MEMBERS WITH BOUNDARY NAILING.
SECTION A-A
PLAN 1/8"
GAP
4'-0"x8-0" SHEETS,
STAGG. AS SHOWN
FIELD NAINILG
SHEATHING
EDGE NAILS
2x MIN.
FRAMING
DIRECTION OF FACE
GRAIN PERPENDICULAR
TO SUPPORT
DISCONTINUOUS EDGE
W/2x MIN. FRAMING
BLK'G.
CONT. EDGE W/2x MIN.
BLK'G. AT BLOCKED
DIAPHRAGM
JOIST PER PLAN
CONT. EDGE W/O BLK'G.
@ UNBLK'G. DIAPHRAGMEDGE NAILING
STAGG.
AA
PANEL JOINT
ROOF OR FLOOR SHEATHING LAYOUT
4'
-
0
"
M
A
X
1" MIN
PENETRATION
SECTION OF DOUBLE JOISTS
PLAN VIEW
NOTES:
SEE ARCHITECTURAL, PLUMBING,
MECHANICAL AND ELECTRICAL DRAWINGS FOR
SIZE AND LOCATION OF OPENING
WOOD
JOISTS
PER PLAN
SHEATHING
PER PLAN
MSTA30
W/2x
BLOCK TYP.
@ CORNER
DOUBLE
JOISTS
TAIL JOIST
HANGER
PER PLAN
EDGE NAILING
COMMON NAILS @ 6" O.C. EACH
FACE TOP AND BOTTOM
WEB STIFFENER AT
HANGER (I-JOIST ONLY)
TYP. FLOOR AND ROOF OPENING
1.
1/2"
3D
MAX.
L/3 MIN.
D
MIN.
D/
4
MA
X
.
2"
M
I
N
2"
M
I
N
D/
5
MA
X
.
D ℄ JOIST
AND HOLE
NOTE:
1. D = DEPTH OF JOIST OR BEAM
D1= STUD WIDTH
L = CLEAR SPAN
2. PERDRILL CORNERS OF NOTCHES
3. NOTCH MAY OCCUR TOP OR BOTTOM, NOT BOTH.
4. NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVER PORTION OF JOISTS.
5. MAX. ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES IN L/3 SPAN.
D/
6
MA
X
.
RAFTER,
JOIST OR
BEAM
DRILLING HOLES AND NOTCHING OF THE JOIST
ROOF TRUSSES OR RAFTER PER PLAN
NOTE:
- USE PRE-FAB. STEP-DOWN TRUSSES
PERPENDICULAR TO ROOF TRUSSES
IN-LIEU OF 2x JACK RAFTERS
2x4 OR 2X6 RAFTERS @ 24" O.C. MAX.
MAX. SPAN:
2x4 = 4'-0"
2x6 = 8'-0"
2x VALLEY PLATE W/(3) 16d
INTO EACH RAFTER OR TRUSS
ADD 2x4 STRUT FROM JACK RAFTER TO RAFTER
OR TRUSS BELOW TO LIMIT OVER FRAMING
RAFTER SPAN
2x RIDGE BOARD W/ DEPTH
GREATER THAN JACK RAFTER
OVER FRAMING
INTERSECTION w/ POST INTERSECTION w/o POST
OUTSIDE CORNER w/ POST OUTSIDE CORNER w/o POST
NOTE:
SEE FRAMING PLAN FOR SHEAR WALL LOCATIONS,
ORIENTATIONS AND SCHEDULE REFERENCES
16d @ 12" O.C.
FOR 2x STUD
20d @ 6" O.C.
FOR 3x STUD
PLYWOOD AT
DOUBLE-SIDED WALL
POST AT PER PLAN
16d @ 12" O.C.
POST AT PER PLAN
2x OR 3x STUD AS
REQ'D., TYP. PER
S.W. SCHED.
PLY. CONT. THRU
WALL INTERSECTION
ATDOUBLE-SIDED
WALL
16d @ 12" O.C.
FOR 2x STUD
20d @ 6" O.C.
FOR 3x STUD
DOUBLE 2x, MIN.
16d @ 12" O.C.
SHEAR WALL/ INTERSECTION
DOUBLE STUDS
16d @24"
O.C. TYP.
WALL INTERSECTION
DOUBLE TOP PLATES
SILL PLATE
NOTE :
WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA STRAP
W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR WALLS
SHALL NOT BE NOTCHED UNLESS SPECIFICALLY DETAILED.
NOTE :
WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE
ANCHOR BOLT EA SIDE OF NOTCH PER END REQUIREMENT. NO
MORE THAN ONE NOTCH IS PERMITTED IN EVERY 12'-0" @
SHEAR WALL
5" MIN.
9" MAX.
5" MIN.
9" MAX.
5" MIN.
9" MAX.
2D
MIN.
D
D/
2
D/
2
"B"
8" MAX
@ SHEAR WALL "B
"
D/
3
8) 16D SIDE OF
NOTCH (4PL)
5"
3"
MAX.5"NOTCH
D/
2
MA
X
.
2D
MIN.
D/
3
D/
2
D/
2
D
DRILLED HOLE
END OF SILL PL
END OF SILL PL
PLATE NOTCH AT NON SHEAR WALL
NON BEARING STUDS BEARING STUDS
NOTES:
1. NOTCHING AND BORING SHOULD NOT
OCCUR IN SAME STUD SECTION
2. NO MORE THAN TWO SUCCESSIVE
DOUBLE STUDS MAY HAVE 60% MAX
BORING HOLES
5/8" MIN.
DISTANCE TYP.
ALL STUD 5/8" MIN.
DISTANCE TYP.
ALL STUD
1-1/2"
1-1/2"
40% MAX. STUD
WIDTH NOTCH
60% MAX.
STUD
WITH BORE
NOTCH SCHEDULE
25%
40%
60%
7/8"
1-3/8"
2"
2 x 4
% OF STUDS
NOTCH/BORE
1-3/4"
2-1/8"
4-1/4"
2 x 8
60% MAX.
STUD
WITH BORE
STUD NOTCHING/BORING LIMITS
1-3/8"
2-1/8"
3-1/4"
2 x 6
POST SEE PLAN
OR SOLID BLK'G.
SEAT ON HEADER
(2)2x TOP PL'S
PROVIDE FULL
WIDTH BLK'G.
UNDER POST
ABOVE
JOIST SEE PLAN
FOR DIRECTION
POST SEE PLAN
SIMP. A34
EACH SIDE
2x SOLE PL.
PLYWOOD SHEATHING
SEE PLAN
BLOCKING AT POSTS/TRIMMERS13
NOTES:
1. INSTALL SOLE PLATE ANCHORAGE AS SHOWN AND AT
SPACING INDICATED IN WOOD SHEARWALL BASE
CONNECTION SCHEDULE.
2. STAGGER ANCHORS AT DOUBLE SIDE OF SHEARWALL
SHEARWALL
WHERE OCCURS
SOLE PLATE
ANCHORAGE
PER SHEARWALL
SCHEDULE
1/2"
MAX.
SHEARWALL WHERE OCCURS
CONCRETE SLAB
PLATE WASHER
0.229"x3"x3"-
MIN.
@SHEARWALL APPLICABLE
NOTE 2@SHEARWALL
APPLICABLE NOTE 2
WOOD SHEARWALL SILL PLATE ANCHORAGE
1/2"
MAX.
14
SPLICE LENGTH OF REINFORCEMENT
REBAR TENSION SPLICE LENGTH
(PROVIDED MASONRY COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN
COMPLIANCE WITH ACI 530-13, SECTION 9.3.3.3 )
fy f'm
1500
3 4 5 6 7 8 9
SPLICE LENGTH IN INCHES
19 34 45 54 63 72 81
18 30 45 54 63 72 81
18 26 41 54 63 72 81
18 24 38 54 63 72 81
BAR SIZE
(psl)(psl)
2000
2500
3000
60000
CLASS B REBAR TENSION SPLICE LENGTH
(PROVIDED CONCRETE COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN
COMPLIANCE WITH ACI 318-19, CHAPTER 25)
f'c
25
0
0
P
S
I
NO
R
M
A
L
WE
I
G
H
T
CO
N
C
R
E
T
E
30
0
0
P
S
I
NO
R
M
A
L
WE
I
G
H
T
CO
N
C
R
E
T
E
LOCATION
*TOP BARS AND HORIZONTAL
WALL STEEL
OTHER BARS
*TOP BARS AND HORIZONTAL
WALL STEEL
OTHER BARS
Fy
40
60
40
60
40
60
40
60
3 4 5 6 7 8 9 10 11
SPLICE LENGTH IN INCHES
20 27 34 41 59 68 76 86 95
30 41 51 61 89 101 114 129 143
16 21 26 31 46 52 59 66 73
23 31 39 47 68 78 88 99 110
19 25 31 37 54 62 70 78 87
28 37 46 56 81 93 104 118 131
14 19 24 28 42 47 54 60 67
21 28 36 43 62 71 80 90 100
45
0
0
P
S
I
NO
R
M
A
L
WE
I
G
H
T
CO
N
C
R
E
T
E
*TOP BARS AND HORIZONTAL
WALL STEEL
OTHER BARS
40
60
40
60
17 22 28 33 49 55 63 70 78
25 33 42 50 73 83 94 105 117
13 17 22 26 37 43 48 54 60
19 26 32 38 56 64 72 81 90
15
901 E Myrtle St Unit# 2 -
1011181606/27/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
FRAMING NOTES
1.REFER TO SHEET S-0.10 FOR MORE INFORMATION.
2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS
AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF
RECORD IF DIFFERENT THAN PLANS.
3.USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS
PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP
DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL.
4.ALL BEAM HANGERS SHALL BE SIMPSON HU HANGERS, UNO. ON PLAN OR
DETAIL.
5.USE ST6224 STRAP FOR THE TOP PLATES SPLICE AT ALL FRAMING LEVELS
(3B/SD2.0), UNO ON PLANS.
6.USE ST22 STRAP FOR LEDGER SPLICES, UNO.
7.USE (1)CS16 x 3'-0" STRAP AT RIM JOISTS SPLICE, U.N.O ON PLANS. 1¼”
MIN. LVL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES.
8.HEADER AT NON-BEARING WALLS, USE 2x4 FOR OPENINGS UP TO 3'-0" MAX.,
(2)2x4 FOR OPENINGS UP TO 6'-0" MAX., 4x6 FOR OPENINGS UP TO 12'-0"
MAX., (UNO). USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS
WITHOUT POINT LOADS.
9.WOOD HEADER OR POSTS MADE UP OF 2 OR MORE 2X'S SHALL BE SPIKED
TOGETHER PER THE NAILING SCHEDULE.
10.SHEARWALL PANEL TO BE NAILED TO ALL MULTIPLE STUDS RECEIVING
HOLDOWNS AND DO NOT BREAK AT PERPENDICULAR WALL LOCATIONS, UNO.
FRAMING SCHEDULE
DENOTES POST OR TRIMMER AS NOTED
LEGEND
KEY NOTES
DENOTES SHEAR PANEL LENGTH
DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE
DENOTES BEAM NUMBER, REFER TO E.O.R. CALCULATIONS
DENOTES FLOOR TO FLOOR HOLDOWN PER SCHEDULE IN DETAIL 1/SD3.0
DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE
DENOTES DETAIL SHEET NUMBER
DENOTES KEY NOTE NUMBER
DENOTES BEARING WALL
DENOTES OVER FRAMING
DENOTES POST OR TRIMMER FROM FLOOR ABOVE
DENOTES DETAIL NUMBER
DENOTES DROP BEAM OR HEADER PER PLAN
DENOTES FLUSH BEAM PER PLAN
MARK MEMBER TYPE
RR1 2 X 8 ROOF RAFTERS @ 16" O.C.
X
X
X
X
SDX
DENOTES DRAG DIRECTION
BLOCKED ROOF DIAPHRAGM
8d's @ 4" B.N.
8d's @ 6" E.N.
8d's @ 12" F.N.
10
X
X'-X"
X
X
X
CJ1 2 X 6 CEILING JOISTS @ 16" O.C.
DENOTES FRAMING ZONE DIVISION
X DENOTES SHEARWALL LINE IN CALCULATIONS
GARAGE
BEDROOM#1
10FT CL'G
KITCHEN
10FT CL'G
LIVING
10FT CL'G
BEDROOM#2
10FT CL'G
W.I.C
10FT CL'G
BATH#1
10FT CL'G
BATH#2
10FT CL'G
4x6 HDR
1
CONT. 4x8 HDR
4x6 HDR4x6 HDR
4x
6
H
D
R
4x6 HDR
4x
6
H
D
R
4x
6
H
D
R
4x6 HDR4x6 HDR
3
6x6 DR BM
2
6x
6
D
R
B
M
CA
N
T
.
C
O
L
.
6x
6
2
6x
6
D
R
B
M
4
3
1
/
2
"
x
1
1
7
/
8
"
L
V
L
C
L
'
G
B
M
R.
R
.
W
/
E
.
N
.
R.
R
.
W
/
E
.
N
.
2x10 RIDGE BOARD
RR
1
RR
1
2x
1
0
R
I
D
G
E
B
O
A
R
D
RR1RR1
R.R. W/E.N.R.R. W/E.N.
R.R. W/E.N.R.R. W/E.N.
2x
1
0
R
I
D
G
E
B
O
A
R
D
RR1 RR1
4x4
A
B
C
D
SW2
8'-0"4x
4
4x
4
SW2
8'-0"4x
4
SW1
2'-3"4x
4
4x
4
SW1
2'-5"4x
4
4x
4
R.R. W/E.N.R.R. W/E.N.
xWSWH
AB1HS
12 10
1
SW
1
8'
-
0
"
4x4
4x4
2
SW
2
8'
-
0
"
4x4
4x4
3
SW
1
8'
-
0
"
4x4
4x4
4
SW
1
8'
-
0
"
4x4
4x4
CJ1CJ1
R.R. W/E.N.R.R. W/E.N.
1B
SD2.0
1B
SD2.0
1B
SD2.0
2B
SD2.0
2B
SD2.0
2B
SD2.0
4
SD2.0
4
SD2.0
4
SD2.0
4
SD2.0
4
SD2.0
5
SD2.0
5
SD2.0
5
SD2.0
5
SD2.0
6
SD2.0
7
SD2.0
7
SD2.0
7
SD2.0
7
SD2.0
7
SD2.0
7
SD2.0
CJ1
CJ
1
9
SD2.0
9
SD2.0
10
SD2.0
MIN 6'-0"
RR W/EN
11A
SD2.0
11A
SD2.0
12
SD2.0
12
SD2.0
7
SD2.0
13
SD2.0
8
S-0.20TYP.
6
WSWH2
5
SD2.0
8
SD2.0
LOW
HIGH
15
SD2.0
14
SD2.0
16
SD2.0
16
SD2.0
17
SD2.0
4x4
K.P.
E
1
CA
N
T
.
C
O
L
.
1
2022 CALIFORNIA BUILDING CODE (1), (3)
(4)
(2)
(1)
870
(PLF)
SHEAR
ALLOWABLE
220
PANEL
TYPE
SHEAR
8 d's
10 d's
@ 2" O.C.
8 d's
@ 2" O.C.
@ 3" O.C.
15/32" APA
Structural I
rated
3/8" APA
rated
10 d's
@ 12" O.C.
8 d's
@ 12" O.C.
8 d's
@ 12" O.C.
8 d's
@ 4" O.C.
NAILING
(COMMON)
EDGE
8 d's@ 6" O.C.
3/8" APA
rated
rated3/8" APA
SHEATHING
8 d's
@ 12" O.C.
@ 12" O.C.8 d's
FIELD
(COMMON)
NAILING
PERIODIC SPECIAL INSPECTION IS REQUIRED.
(4) (2)
(5)
(6)
USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.).
SINKER
16d's
CONNECTION
SILL PLATE
@ 4" O.C.
@ 6" O.C.
@ 3" O.C.
@ 2" O.C.
@ 16" O.C.
@ 12" O.C.
@ 8" O.C.
@ 6" O.C.
@ 5" O.C.
SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL
CASES.
PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS
STAGGERED.
USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED
ON FRAMING PLANS.
FRAMING CLIPS
A35's, LS50's
OR LTP4's
(5), (6)
2 ROWS
STAGG.
@ 3" O.C.
1/4"Øx6"
SCREWS
SDS
(8)
260
320
380
410
490
(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX.
(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C.
(9)
(7)
(7)
(7)
3/8" APA
rated 530
640 (7)
(10)FOR DOUBLE SIDED SHEAR PANELS:
(10)(10)(10)
(10)(10)(10)
(10)(10)(10)
a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES SW3, SW4 & SW5.
c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE
SPACING, FOR TYPES SW3, SW4 & SW5.
5/8" Ø
2X
A.B. SPC'G
@ 24" O.C.
@ 16" O.C.
@ 8" O.C.
@ 8" O.C.
@ 6" O.C.
48"
42"
36"
24"
18"
SHEAR WALL SCHEDULE
(4) (2)
(4) (2)
(4) (2)
(3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN.
b. USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING,
FOR TYPES SW4 & SW5.
SW1
SW2
SW3
SW4
SW5
1
R
E
V
I
S
I
O
N
DA
T
E
SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
02/29/2024
Pr
o
j
e
c
t
A
d
d
r
e
s
s
:
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
1
Pr
o
j
e
c
t
N
a
m
e
:
DE
S
C
R
I
P
T
I
O
N
02/29/2024
02
/
2
0
/
2
0
2
4
PL
A
N
C
H
E
C
K
S-2.0
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
ROOF FRAMING PLAN
SCALE : 1/4" = 1'-0"
901 E Myrtle St Unit# 2 -
1011181606/27/2024
2
3
8
CONT. REBAR PER PLAN
MIN. 10 MIL
VAPOR BARRIER
OVER 2" CLEAN
SAND
4" THICK BASEOF 1/2"
OR LARGER CLEAN
AGGREGATE
TOP OF
NATURAL GRADE
OR COMPACT FILL
MIN. 6"
OVERLAP (U.N.O.)
D=
1
8
"
M
I
N
.
MI
N
.
7"
PLYWOOD OR OSB PER PLAN
EXTERIOR FINISH (SEE
ARCHITECTURAL DETAILS FOR
WATER RESISTANT
BARRIER/WEEP SCREED)
MI
N
.
8"
INTERIOR FINISH
2x STUDS
PER PLAN
2x PTDF SILL (USE 3x WHERE
REQUIRED PER PLANS) w/ 5/8"
DIA. ANCHOR BOLTS
CONC. SLAB
PER PLAN
SLAB REINF. PER PLAN
W=12" MIN.
ALT.1 ALT.2
TOP OF
NATURAL
GRADE
3" CLR. COVERPOSSIBLE COLD JOINT
SEE NOTES
NOTES:
1.FOR TWO POUR CONSTRUCTION, SEE FOOTING COLD JOINT DETAIL.
2.MAXIMUM WATER CEMENT RATIO FOR SLAB CONCRETE SHALL BE W/C=0.45.
3.EMBEDMENT DEPTH, "D" SHALL BE MEASURED FROM THE LOWEST ADJACENT GRADE.
TYPICAL EXTERIOR FOOTING
FOR DUAL POUR, 7"
EMBED. INTO THE 1st
POUR START FROM
THE COLD JOINT
REBAR CONT.
T&B (U.N.O.)
PER PLAN
CONC. SLAB
PER PLAN
TOP OF
NATURAL GRADE
OR COMPACT
FILL
D=
1
8
"
M
I
N
.
4"
2"
M
I
N
.
(P
E
R
A
R
C
H
.
)
ISOLATE SLAB FROM
STEM WALL (USE 1/2"
FIBERBOARD MATERIAL)
PORCH SLAB
SLOPE TO DRAIN
PER ARCH PLANS
STUD BEYOND
3" CLR. COVER, TYP.
W=12"
NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN.
8"
M
I
N
.
HOUSE TO PORCH
TIE BEAM
PER PLAN
(WHERE OCCUR)
6" MIN.
6"
M
I
N
.
2
1
/
4
"
1-3/4" MIN.
STANDOFF (SO) PER MANUF.
de
F F
TO
T
A
L
R
O
D
L
E
N
G
T
H
2F MIN.
SQUARE PAD
SIZE PER SCHEDULE
EXTERIOR CONDITION
FINISH
GRADE
EXT. FTNG.
REBAR PER
PLAN
CONC. SLAB &
REINF. PER PLAN
CENTERLINE OF A.B.,
POST & PAD FOOTING
CL
HOLDOWN
PER PLAN
TOP OF
NATURAL
GRADE
OR COMPACT
FILL
2
1
/
4
"
1-3/4" MIN.
STANDOFF (SO) PER MANUF.
de
F F
TO
T
A
L
R
O
D
L
E
N
G
T
H
2F MIN.
SQUARE PAD
SIZE PER SCHEDULE
CONC. SLAB &
REINF. PER PLAN
CENTERLINE OF A.B.,
POST & PAD FOOTING
CL
HOLDOWN
PER PLAN
FTNG.
REBAR PER
PLAN
ALT. EXTERIOR
CURB CONDITION
CL
TO
T
A
L
R
O
D
L
E
N
G
T
H
ALT. INTERIOR
CURB CONDITION
CL
TO
T
A
L
R
O
D
L
E
N
G
T
H
1-3/4" MIN.
SEE HOLDOWN
MANUF. SPECS.
FOR REQUIRED
BOLT STANDOFF
le
SS
T
B
E
M
B
E
D
M
E
N
T
L
E
N
G
T
H
3"
CLR. COVER, TYP.
PER PLAN
FINISH
GRADE
FTG. REBAR
PER PLAN
CONC. SLAB &
REINF. PER PLAN
CENTERLINE OF
A.B. & POST
CL
HOLDOWN
PER PLAN
3"
-
5
"
(1)#4 BAR
L=100"
CENTERED AT
SSTB
PAB ANCHOR AT EXTERIOR FTG.PAB ANCHOR AT INTERIOR FTG.SB/SSTB ANCHOR BOLT
HOLDOWN ANCHOR BOLT FOR MONOLITHIC CAST-IN-PLACE CONCRETE FOOTING
PAB ANCHOR BOLT
CURB CONDITION
PAB ANCHOR BOLT HDU4
HDU5
HDU8
HDU11
HDU14
SLAB ON
GRADE
SSTB24
-
SB5/8x24
EMBEDMENT
(de)
11"
TYPE
PAB8
SLAB ON
GRADE
CURB/
STEMWALL
SQUARE
SSTB24
SSTB28
SB5/8x24
SB7/8x24
SB1x30
34"
45°
24
ANCHORBOLT
(TYP.)
OUTEREDGEOFCONCRETE(TYP.)
0°
135°/90°/45°
0°
45°45°
0°
135°
1.BOLTS SHALL BE SECURED IN PLACE PRIOR TO FOUNDATION POUR, U.O.N.
2.REFER TO MANUF. REQUIREMENTS, SPECIFICATIONS, AND APPLICABLE ICC-ESR REPORT.
3.POST TENSION CABLE MAY NOT BE COUNTED AS REQ'D HOLDOWN REBAR.
4.FOOTING TOP REBAR(S) MAY BE COUNTED AS REQ'D HOLDOWN REBAR(S).
5.HOLDOWNS MAY BE RAISED OFF MUD-SILL TO ACCOMMODATE MIS-LOCATED ANCHOR BY1-1/2" MAX. REFER TO MANUF. SPECS.
6.FOR ALL INFORMATION NOT SHOWN, REFER TO DETAIL1.
7.USE OF MULTIPLE WASHERS TO ACCOMPLISH TOTAL REQ'D THICKNESSIS NOT PER MITTED.
8.REBAR IS REQUIRED AT TOP OF STEM WALL FOUNDATION, BUT IS NOT REQUIRED FOR SLAB ON GRADE EDGE AND
GARAGE CURB IF FOOTING WIDTH IS 12" OR GREATER. REFER TO MANUFACTURER FOR MIN. END DISTANCES.
HOLDOWN
SIMPSON
TYPE CURB/
STEMWALL
-
SSTB28
-
-
-
--
-
SB5/8x24
SB5/8x24
SB1x30
-
-
-
-
-
-
-
-
-
24
PLAN VIEW OF SB/SSTB PLACEMENT INCONCRETE
ANCHOR ORIENTATION
24
NOTES:
9.CURB SHALL BE 6" WIDE AT HTT5 AND HDU5 AND 8" WIDE AT HDU8 AND BEYOND
SIMPSON
"SSTB" ANCHOR BOLT
SIMPSON
"SB" ANCHOR BOLT
SIMPSON "PAB"
PRE-ASSEMBLED ANCHOR BOLT
CORNER INSTALLATION
(INSTALL WITH ARROW
ON TOP OF THE BOLT
ORIENTED AS SHOWN)
NON-CORNER INSTALLATION
(BOLT MAY BE INSTALLED @
45° TO 135° AS SHOWN)
CORNER INSTALLATION
(INSTALL WITH ARROW
ON TOP OF THE BOLT
ORIENTED AS SHOWN)
PAD SIZE (2F)
3"
#4 CONT.
3"
#4 CONT.
3"
CLR. COVER, TYP.
3"
CLR. COVER, TYP.
HDU2 SSTB24 SB5/8x24-SB5/8x24 --
12" MIN.
18
"
M
I
N
.
±6
"
DE
P
T
H
T
O
M
A
T
C
H
BO
T
T
O
M
O
F
F
T
G
.
8"
M
I
N
.
PE
R
A
R
C
H
.
2"
6" MIN.
PER
ARCH.
(1) 4# CONT.
#4 VERT. @18" O.C. AT
CENTER WHERE H >18"
±6
"
DE
P
T
H
T
O
M
A
T
C
H
BO
T
T
O
M
O
F
F
T
G
.
FINISH GRADE
(2)#5-TOP &BOTT. CONT.
EXTEND MIN. 24" TO THE
CONNECTING FOOTING OR
TERMINATE W/ STANDARD
HOOK AT FAR SIDE.
12" MIN.
12
"
M
I
N
.
3" CLR.
COVER, TYP.3" CLR. COVER, TYP.(2)#5-TOP &BOTT. CONT.
EXTEND MIN. 24" TO THE
CONNECTING FOOTING
OR TERMINATE W/
STANDARD HOOK AT
FAR SIDE.
WITH CURB BELOW GRADE
H
TIE BEAM
NON-BEARING INTERIOR WALL
CONC. SLAB
PER PLAN
USE SIMPSON 0.157"Ø
PDPAWL SHOT PINS @
16" O.C. OR APPROVED
EQUIVALENT FOR
NON-SHEAR WALLS,
ICC-ES ESR-2138
2x STUDS
PER PLAN
INTERIOR
FINISH
NOTE: SEE DETAIL 1/SD1.0 AND NAILING & HARDWARE NOTE 10/S0.10 FOR ADDITIONAL INFORMATION NOT SHOWN.
COLUMN & SPANDREL TIE
BEAM & JOIST STIRRUP
6d
bNOT
E
1
135°
SPANDREL & BEAM SUPPLEMENTARY TIE
CROSS TIE
db
dbdb
db
db
D
D
D
6db
3"
MIN
.
6db
FOR #3 THRU #5
CROSS TIE
6d
b F
O
R
#
3
~
#
5
12
d
b F
O
R
#
6
~
#
8
12
d
b
DETAILING
DIMENSION
DETAILING
DIMENSION
D = 6db FOR #3 THRU. #8 BARS
D = 8db FOR #9 THRU #11 BARS
D = 10DB FOR #14 AND #18 BARS
BEND BAR DIAMETER, D
ALT. CROSS TIE
END IN ALL CASES
6d
b
NOTE 1: BUT NOT LESS THAN 3" (SEISMIC HOOK)
90° STANDARD HOOK
180° STANDARD HOOK
6db
3"
MIN
.
D
D
2 1/2" MIN.
BAR BENDING & STANDARD HOOKS
STD. HOOK
MI
N
.
L
A
P
48
d
b
TYP. CONT.
FTG. REBAR
0"
0"
STD. HOOK
TYP. CONT.
FTG. REBAR
0"
0"
0"
0"
MI
N
.
L
A
P
4
8
d
b
MIN. LAP 48db
T CONDITION CORNER CONDITION
REINF. DETAILS AT FOOTING JUNCTIONS6
10
9
FTG. REINF.
PER TYP. EXTERIOR
FTG. DETAIL
12
"
M
I
N
.
7"
M
I
N
.
3"
C
L
R
.
C
O
V
E
R
TOP OF
CONC. SLAB
PER PLAN
SLAB REINF.
PER PLAN 0"
18" MIN.
ADD #4@18"
DOWELS (NOTE 1)
18" MIN.
CONC. SLAB
PER PLAN
SLAB REINF.
7"
M
I
N
.
12
"
M
I
N
.
3"
C
L
R
.
C
O
V
E
R
0"
FTG. REINF PER PLAN FOR
PAD FTG./ TYP. EXTERIOR
FTG. DETAIL FOR CONT. FTG.
COLD JOINT (ROUGHENED TO
1/4" AMPLITUDE)
ANCHOR BOLT
ANCHOR BOLT
ADD #4@18"
EXTERIOR FOOTING
INTERIOR / PAD FOOTING
NOTES:
1.DOWELS ARE REQUIRED WHERE ANCHOR BOLTS EMBEDMENT IS LESS THAN 7" IN FIRST POUR.
2.SLAB REBAR CAN BE BENT INTO THE FIRST POUR AND COUNTED TOWARDS REQUIRED DOWELS
CROSSING COLD JOINT.
3.FOR BALANCE OF INFORMATION SEE TYPICAL FOOTING DETAILS.
TYPICAL COLD JOINT IN FOOTING
COLD JOINT (ROUGHENED TO
1/4" AMPLITUDE)
14
57
11
CONT. REBAR
PER DETAIL 1.D
MI
N
.
E
M
B
E
D
M
E
N
T
PE
R
1
/
S
D
1
.
0
7"
MI
N
.
INTERIOR FINISH
2x STUDS PER PLAN
PLYWOOD PER PLAN
EXTERIOR FINISH (SEE
ARCHITECTURAL DETAILS
FOR WATER RESISTANT
BARRIER/WEEP SCREED)
2x PTDF SILL
CONC. SLAB
PER PLAN
TOP OF NATURAL
GRADE OR
COMPACT FILL
SLAB REINF. PER PLAN
8"
MI
N
.
ISOLATE SLAB FROM
STEM WALL w/ 1/2"
FIBERBOARD MATERIAL
8"
MI
N
.
4" MIN.
PER PLAN
3" CLR. COVER, TYP.
NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN.
.
EXTERIOR BEARING AT GARAGE CURB
H PER ARCH.
6” WIDE CURB TYPICAL. INCREASE
WIDTH TO 8” WHEN CURB IS
GREATER THAN 12” IN HEIGHT OR
MORE THAN ONE STORY ABOVE
#4 VER. BAR AT 16” O.C.
WHEN CURB IS TALLER
THAN 12”
CONC. SLAB
PER PLAN
DRIVEWAY
SLAB
CONC. CURB
BEYOND
REBAR CONT.
T&B (U.N.O.)
PER DETAIL 1.
INTERIOR FINISH2x STUDS PER PLAN
PTDF SILL & A.B.
PER PLAN
CONC. SLAB
PER PLAN
TOP OF NATURAL
GRADE OR
COMPACT FILL
PER PLAN
4"
ISOLATE SLAB FROM
STEM WALL w/ 1/2"
FIBERBOARD MATERIAL
CONC. SLAB
PER PLAN
ISOLATE SLAB w/ 1/2"
FIBERBOARD MATERIAL
CONC. SLAB
PER PLAN
DRIVEWAY
SLAB
CONC. CURB
BEYOND
ISOLATE SLAB w/ 1/2"
FIBERBOARD MATERIAL
3" CLR. COVER, TYP.
SLAB REINF. PER PLAN
SLAB REINF.
PER PLAN
D
PE
R
D
E
T
A
I
L
1/
S
D
1
.
0
3" CLR. COVER, TYP.
REBAR CONT.
T&B (U.N.O.)
PER DETAIL 1.
PER PLAN
3" CLR. COVER, TYP.
SLAB REINF.
PER PLAN
D
PE
R
D
E
T
A
I
L
1/
S
D
1
.
0
SLAB REINF.
PER PLAN
HOUSE TO GARAGE SLAB
GARAGE TO APRON - ALT 1
GARAGE TO APRON - ALT 2
NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN.
NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN.
NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN.
PER PLAN
D
PE
R
D
E
T
A
I
L
1/
S
D
1
.
0
REBAR CONT.
T&B (U.N.O.)
PER DETAIL 1.
MIN. 15 MIL
VAPOR BARRIER
(U.N.O)
4" GRAVEL OR AS
RECOMMENDED BY
GEOTECHNICAL
REPORT (U.N.O.)
TOP OF NATURAL
GRADE OR
COMPACT FILL
GARAGE TO HOUSE/DRIVEWAY
ISOLATED PAD FOOTING
POST PER
PLAN
3" CLR1'-8" SQUARE
(MIN.)
WIDTH PER PLAN
1"
S
T
A
N
D
O
F
F
7
1
/
4
"
3"
C
L
R
1
1
/
2
"
TY
P
.
6" MIN.
SIDECOVER (TYP.)
2"
T
Y
P
.
11
1
/
2
"
(M
I
N
.
)
DE
P
T
H
PE
R
P
L
A
N
3"
C
L
R
3"
A A
SECTION A-A
WIDTH PER PLAN
(8) #5 VERTICAL REBAR
AT 8" ON CENTER
#4 HORIZONTAL TIES
@ 3" SPACING (SQUARE AND
DIAMOND SHAPED TIES)
3" EXTENSION AT TIE HOOK
(1/2" CLEAR FROM MPBZ)
POST PER
PLAN
SIMPSON MPBZ
SIMPSON MPBZ
1
1
R
E
V
I
S
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N
DA
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SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
03/20/2024
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2
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03/20/2024
02
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2
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03
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2
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2
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PL
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SD1.0
FO
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1
2
2
1
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SIMPSON
STRAP PER
SCHEDULE
BEAM PER PLAN
POST PER PLAN
STRAP SCHEDULE
STRAP END LENGTH
A ST12 6"
B ST18 9"
C ST6215 8"
-
2900#
5600#
CAPACITYMARK
EA. SIDE
END VIEWISOMETRIC VIEW
EN
D
LE
N
G
T
H
EN
D
LE
N
G
T
H
EN
D
LE
N
G
T
H
NOTES:
1.ADD SHIMS EA. SIDE WHERE BEAM & POST
WIDTH ARE DIFFERENT (MIN. 10D PENETRATION
INTO MAIN MEMBER IS REQ'D, WHERE "D" IS
THE SHANK DIAMETER OF NAIL)
2.PROVIDE FULL NAILING PER MANUF.
REQUIREMENTS.
3.INCREASE STRAP LENGTH ON POST SIDE
WHERE THERE IS DBL. TOP PLATE BETWEEN
POST AND BEAM.
SIMPSON
STRAP PER
SCHEDULE
EN
D
LE
N
G
T
H
BEAM/POST CONNECTION
STRAP SCHEDULE
END LENGTH
A CS16 18"
B (2) CS16 18"
1700#
3400#
CAPACITYMARK
END LEN
G
T
H
END
L
E
N
G
T
H
2ND STRAP
(WHERE OCCURS)
SIMPSON CS16 PER SCHEDULE
AT CONDITION B, ADD
2x4x48" LONG MEMBER TO
RECEIVE 2ND CS16 & NAIL.
SISTER w/ 16d @ 4" O.C.
STAGG. TO ROOF RAFTER
ROOF RAFTER w/
E.N. PER PLAN
DBL. TOP PLATE
TYP. R/R
STUD/POST
SIMPSON
STRAP
FULL DEPTH BLK'G
NOTES:
1.PROVIDE FULL NAILING PER MANUFACTURER TO PROVIDE STRAP FULL CAPACITY.
2.ROOF SHEATHING NOT SHOWN FOR CLARITY.
DBL.
T
O
P
P
L
A
T
E
TYP.
R
/
R
BLK'G
DRAG AT REENTRANT CORNER
NOTE: APPLICATION OF STRAP OVER PLYWOOD SHEATHING IS ACCEPTABLE. E.N. NOT
REQUIRED OVER THE STRAP LENGTH WHERE STRAP APPLIED OVER PLYWOOD.
DBL. ROOF RAFTERS
OR BM. W/ EDGE
NAILING TO ROOF
SHEATHING
RIDGE
PER PLAN HANGER
PER PLAN
DBL. ROOF RAFTERS
W/ EDGE NAILING TO
ROOF SHEATHING.
SIMPSON
CS14x30"LONG
STRAP FULLY
NAILED PER MANUF.
ROOF SHEATHING w/
EDGE NAILING TO
DBL. ROOF RAFTERS
DRAG DETAIL AT FLUSH RIDGE CONNECTION
E.Q.E.Q.
STRAP SCHEDULE
SIMPSON STRAP MIN BEAM/JOIST WIDTH END LENGTH
A (1) CS16 2x 18"
(2) CS16 2-2x OR 3x 18"
C 24"
CMST14 4x 36"
1700#
3400#
4585#
6490#
CAPACITY
TO RECEIVE STRAP
MARK
D
B
FLUSH BEAM CONDITION
FLUSH BEAM/JOIST(S)
W/ LINE OF E.N. PER PLAN
POST OR MULTISTUD
PER PLAN
DBL. TOP PL.
CONT. BEAM/BLK'G
PER FRAMING PLAN
EQ.EQ.
STUD
SIMPSON STRAP
PER SCHEDULE
NOTE: PROVIDE FULL NAILING PER MANUF. TO DEVELOP FULL CAPACITY OF THE STRAP.
DRAG STRAP AT WALL END
DROP BEAM CONDITION
DROP BEAM PER PLAN
POST OR MULTISTUDS
PER PLAN
SIMPSON STRAP
PER SCHEDULE
EQ.EQ.
DBL. TOP PL.
STUD
ALT. STRAP
LOCATION
2-2x OR 3x(2) CS14
B.N.ROOF
SHEATHING
2x R.R. OR
L.V.L. RIM
PER PLAN
SIMPSON CLIP PER
SHEAR WALL
SCHEDULE (@48"
O.C. MAX.)
E.N.
SHEAR PANEL
PER PLAN
ALT. LOCATION OF
SIMPSON A35/LTP4
ROOF
SHEATHING
2x R.R. OR
L.V.L. RIM
PER PLAN
2x STUD WALL2x STUD WALL
ALIGNED CONDITION OFFSET CONDITION
INTERIOR SHEAR TRANSFER AT ROOF RAFTER
EXTERIOR PLYWOOD SHEAR PANEL
TYPE 2 ENTIRE WALL FROM LOW
ROOF TO HIGH ROOF OVER ENTIRE
LENGTH OF WALL U.N.O.
B.N.
ROOF SHEATHING
2x R/R OR TOP
CHORD OF TRUSS
EXTERIOR PLYWOOD APPLY
PRIOR TO LOW ROOF
INSTALLATION.
BEAM PER PLAN
B.N.
EXTERIOR PLYWOOD SHEAR PANEL
TYPE 2 FROM LOW ROOF TO HIGH
ROOF OVER ENTIRE LENGTH OF THE
WALL U.N.O.
ROOF SHEATHING
2x R/R OR TOP
CHORD OF TRUSS
2x LEDGER MATCHING
R.R. SIZE U.N.O.
2x STUD
PER PLAN
E.N.
H2.5A @ 48" O.C. FROM
LEDGER TO STUDS. SLIT THE
PLYWOOD TO INSTALL.
16d @ 6" O.C. U.N.O.
2x BLOCKING (NOTE 1)
INTERIOR SHEAR PANEL
PER PLAN
2x BLK'G. w/16d @ 6" O.C.
U.N.O. TO LEDGER
8d COMMON PER
SHEAR WALL SCHEDULE.
(@ 4" O.C. MAX. U.N.O.)
B.N.
EXTERIOR PLYWOOD SHEAR PANEL
TYPE 2 FROM LOW ROOF TO HIGH
ROOF OVER ENTIRE LENGTH OF
THE WALL U.N.O.
ROOF SHEATHING
2x STUD
PER PLAN
H2.5A @ 48" O.C. FROM
LEDGER TO STUDS. SLIT
THE PLYWOOD TO INSTALL.
CONDITION I-SHEAR PANEL AT INTERIOR SIDE
CONDITION III-SHEAR TRANSFER AT BEAM
E.N.
16d's @ 6"
O.C. U.N.O.
2x STUDS
H2.5A @ 48" O.C. FROM
LEDGER TO STUDS.
SLIT THE PLYWOOD
TO INSTALL
2x LEDGER MATCHING
R.R. SIZE U.N.O.
EXTERIOR PLYWOOD
SHEAR PANEL PER PLAN.
INSTALL PRIOR TO LOW
ROOF CONSTRUCTION.
CONDITION II-SHEAR PANEL AT EXTERIOR SIDE
NOTE 1: INSTALL HARDWARE AT EXTERIOR WALLS PRIOR TO BLOCKING INSTALL
SHEAR TRANSFER AT HIGH ROOF TO LOW ROOF
F.H. BLOCKING @48" O.C.
F.H. BLOCKING @48" O.C.
SHEAR PANEL
PER PLAN
FULL HEIGHT BLK'G.
ROOF SHEATHING
SIMPSON A35
PER SHEAR WALL
SCHEDULE
MAX.48" O.C.
SIMPSON H2.5A
@ 48" O.C. U.N.O.
DBL. TOP PLATE
OR BM. PER PLAN
ROOF RAFTERS
PER PLAN
POST/STUD
VAULTED CEILING CONDITION
B.N.
E.N.
2x CONT. FASCIA
w/ 2-16d FACE
NAILS TO EACH
RAFTER
SHEAR TRANSFER AT R/R PER. TO EXTERIOR WALL
SIMPSON H2.5A
@ 48" O.C. U.N.O.
DBL. TOP PLATE
OR BM. PER PLAN
ROOF RAFTERS
PER PLAN
POST/STUD
SIMPSON A35
PER SHEAR WALL
SCHEDULE
MAX. 48" O.C.
CJ w/ 8-16d
FACE NAILS TO R/R
PER PLAN.
SHEAR PANEL
PER PLAN
w/ CEILING JOISTS CONDITION
FULL HEIGHT BLK'G.
ROOF SHEATHING
B.N.
E.N.
2x CONT. FASCIA
w/ 2-16d FACE
NAILS TO EACH
RAFTER
18" MAX.24" MIN.
B.N.
(2) 16d's TO
EA. OUTRIGGER
SHEAR WALL
PER PLAN
BALLOON FRAMED
STUDS
TYPICAL ROOF
RAFTER PER PLAN
(2) 16d's PER
CONNECTION
2x4 FLAT OUTRIGGER
@ 24" O.C.
ROOF SHEATHING2x FLAT BLOCKS W/
16d's @ 4" O.C. TO
PLATE BELOW.
2x FASCIA BOARD
CONDITION I - TRANSFER THROUGH BLOCKING
E.N.
SHEAR TRANSFER R/R PARALLEL TO EXTERIOR WALL
TYPICAL ROOF
RAFTER PER PLAN
(2) 16d's PER
CONNECTION
2x4 FLAT OUTRIGGER
@ 24" O.C.
ROOF SHEATHING
18" MAX.24" MIN.
B.N.
(2) 16d's PER
CONNECTION.
SHEAR WALL
PER PLAN
BALLOON FRAMED STUDS
2x FLAT
BLK'G
2x FASCIA BOARD
CONDITION II - TRANSFER THROUGH R.R.
16d's @ 4" O.C.
2x R.R. ADJACENT TO WALL
NOTCHED AT OUTRIGGERS
(DO NOT OVER-CUT)
E.N.
B.N.
ALT 1: STRAP SPLICE
SIMPSON STRAP
PER SCHEDULE EQ.EQ.
ALT 2: LAP SPLICE
LAP SPLICE LENGTH
PER SCHEDULE
2x STUDS
(PLACE AT JOINT TYP.)
16d
SEE SCHEDULE FOR
REQ'D #
2x STUDS
(PLACE AT JOINT TYP.)
2 1/2" (MIN.)
16d
NAIL PATTERN
TOP PLATE
(PLAN VIEW @ LAP ZONE)
NOTES:
1.NAILING SHOULD BE PER MANUFACTURER TO DEVELOP 100% CAPACITY OF
THE STRAP.
2.FOR NAIL SIZE AND SPACING OUTSIDE THE LAP LENGTH REFER TO NAILING
SCHEDULE OF GENERAL NOTES.
3.STAGGER NAILS AND SPACE EVENLY TO AVOID SPLITTING.
TOTAL STRAP LENGTH
TOP PLATE SPLICE
2x STUDS (PLACE
AT JOINT TYP.)2x STUD (PLACE
AT JOINT TYP.)
SIMPSON STRAP
PER SCHEDULE
EQ.EQ.
EQ.EQ.
HIP CONDITION VALLEY CONDITION
SIMPSON STRAP
PER SCHEDULE
NO. OF 16d LAP SPLICE LENGTH SIMPSON STRAP
A 18 4'-0"ST22
B 28 4'-0"ST6224
C 40 6'-0"
42
ST6236
MARK
E 8'-0"MSTC52
D
62
8'-0"MSTC37
(NOTE 1)
SPLICE SCHEDULE
@ EACH LAP (NOTE 2)
LAP SPLICE STRAP SPLICE
1
2
3
4
5
6
8
BM. PER PLAN
ST18 AT POST TO BEAM
BELOW, TYP OF (2)
16d NAILS @ 4" O.C.
STAGGERED EACH SIDE
KING POST
BM. PER PLAN
2x KING STUD AT
EITHER SIDE OF POST
SIMPSON ST18 EACH
SIDE OF KING POST TO
BEAM.
ALT1: w/ KING STUD ALT 2: w/ STRAPS
KING POST
KING POST CONNECTION
NOTES:
- ROOF FRAMING NOT SHOWN FOR CLARITY
- PROVIDE FULL HEIGHT POST PER PLAN WHERE NO BEAM BELOW OCCURS
STRAP KING STUDS ABOVE & BELOW WITH (1)CS16 (MIN. 18" END LENGTH) EA. STUD
- AT LOCATIONS WHERE KING POST IS BEARING ON SOLE PLATE; PROVIDE SIMPSON A35 EACH SIDE OF POST
7
COLLAR TIE CONNECTION DETAIL
EQ EQ
H
E.N.E.N.
SIMPSON ST22 STRAP
@ EACH R.R.
6-16d FACE NAILS RAFTER TIES/ CEILING JOIST @ 16" O.C. (*)
2x4 COLLAR TIE
@ 48" O.C.6-16d FACE NAILS
AT EA. ENDS
H
/
3
L=14'-0" MAX.
B.N.B.N.
ROOF SHEATHING
NOTE: (*) RAFTER TIES SHALL BE INSTALLED AT LOWER THIRD
OF THE ROOF SYSTEM AND CAN BE USED AS CEILING
JOISTS AS SHOWN. NOTIFY E.O.R. WHERE CEILING JOISTS
ARE CONFLICTED WITH RAFTER TIES
2X RIDGE BOARD PER PLAN
2X R.R. PER PLAN
REFER TO DETAIL
4/S-D2.0REFER TO DETAIL
4/S-D2.0
COLLAR TIE CONNECTION DETAIL
L=22'-3" MAX.
EQ EQ
H
E.N.E.N.
B.N.B.N.
SIMPSON ST22 STRAP
@ EACH R.R.
2x R/R PER PLAN
PLWD. SHT'D. W/E.N.
2x RIDGE BOARD PER PLAN
REFER TO DETAIL
4/SD2.0
2x COLLAR
TIE/CEILING JOIST
PER PLAN.
6-16d COMMON
FACE NAILS6-16d COMMON
FACE NAILS
2x COLLAR
TIE/CEILING JOIST
PER PLAN.
12" LAP MIN.
W/ (8)16d
2x4 COLLAR TIE
@ 48" O.C.6-16d FACE NAILS
AT EA. ENDS
H
/
3
A35 EACH
CEILING JOIST
9
10
11
PROVIDE
SOLID SHIM
UNDER AND AT
THE SIDE AS
REQUIRED
SIMPSON
MSTC 28,
U.N.O.
POST PER PLAN w/ SIMPSON
CCQ OR CC
EQ.EQ.
SIMPSON ECCQ OR SIMILAR
POST PER PLAN
w/ SIMPSON
ECCQ OR ECC
END CONDITION MIDDLE CONDITION
(EQUAL BEAM HEIGHTS)
MIDDLE CONDITION
(UNEQUAL BEAM HEIGHTS)
LARGER BEAM SMALLER BEAMFIRST BEAM SECOND BEAMBEAM
EQ.EQ.
NOTES:
1.BEAMS SHALL BE ALIGNED TO RECEIVE STRAP. ALTERNATIVELY STRAP MAY BE PLACED OVER THE TOP OF BEAM.
2.SHIM TIGHT WHERE REQUIRED.
3.STRAP NOT REQUIRED AT INTERIOR SUPPORT OF CONTINUOUS BEAMS.
BEAM TO POST CONNECTION
ALT. CONDITION
SIMPSON
ECCL OR SIMILAR
BEAM
POST PER PLAN
WOOD BEAM
SEE PLAN
SIMPSON
ECCLQ/CCCQ/CCT
OR SIMILAR
BEAM
POST PER PLAN
BEAM
WOOD BEAM
SEE PLAN EQ.EQ.SIMPSON
MSTC 28,
U.N.O.
12
SHEAR PANEL AT GARAGE
NOTE:
(*) EMBEDMENT SHOULD BE SATISFY HOLDOWN REQUIREMENT
PER DETAIL 10/SD1.0, DEEPEN FOOTING AS REQUIRED.
(**) CONTRACTOR TO VERIFY CURB DIMENSIONS PIOR TO
INSTALL STRAP OR HOLDOWN
A35 CLIPS PER
SW SCHED.
2-2X TOP PLATE
SHEATHING ENTIRELY
ABOVE HEADER,
MATCH SHEAR WALL
TYPE PER PLAN
(MIN. TYPE 1) (U.N.O)
NAIL KING STUD
WHERE OCCURS TO
POST/ TRIMMER w/
16d @ 6" O.C.
INSTALL ST6236 ON
BOTH SIDES OF EACH
POST (STAGGERED
AT FRONT & BACK)
FASTENING ALL HOLES
w/ 16d (U.N.O)
3-16d
CONT. HDR
PER PAN
NAIL KING STUD
WHERE OCCURS TO
POST/ TRIMMER w/
16d @ 6" O.C.
BOUNDARY NAIL
SHEAR WALL
SHEATHING PER PLAN
OPPOSITE POST w/ STRAP
AS OCCURS PER PLAN
A.B. PER SHEAR
WALL SCHED.
CONT. HDR ABOVE
HOLD DOWN
PER PLAN
ST6236 STRAP AS OCCURS, SEE
SIMPSON CATOLOG FOR STRAP
INFO. AND NAILING PATTERN
MIN. 5.5"
4X OR 6X POST/
TRIMMER PER
PLAN SHEAR WALL
SHEATHING PER PLAN
OPPOSITE POST w/
STRAP AS OCCURS
PER PLAN
2X P.T. SILL
PLATE
TOP OF CONC.
SLAB OR CURB 5/8" ROD DIAMETER A.B.
BOLTS PER SHEAR WALL
SCHEDULED (MIN. 2)
STRAP-TIE/ HOLDOWN
PER PLAN (**)
ELEVATION VIEW
PLAN VIEW
(*
)
GARAGE OPENING
13
FLUSH BEAM
SIMPSON A34 (TYP.)
MULTIPLE STUDS (SISTER
w/FACE NAILS PER NAILING
SCHEDULE) OR POST, PER
PLAN
DBL. TOP PLATES
SILL/SOLE PLATE
FRONT VIEW SIDE VIEW
CONT. FLUSH
BEAM WHERE
OCCURS
FLUSH BEAM TO DBL TOP PLATES CONNECTION14
SHEAR TRANSFER DETAIL
ROOF SHEATHING.
PER PLAN (SEE
S-0.10)
BN.
ROOF
RAFTERS
PER PLAN
E.N.
E.N.
2X BLK'G W/E.N.
W/16d @ 6"O.C. TO
BEAM
CL'G BEAM
PER PLAN
ROOF SHEATHING.
PER PLAN (SEE
S-0.10)
APPROVED SLOPED
HANGER
(SIMPSON LRUZ IN LIEU
OF PLAN SPEC)
ROOF RAFTERS
PER PLAN
CL'G JOIST W/
APPROVED HANGER
PER PLAN
(WHERE OCCURS)
2X CRIPPLE WALL
SHEAR PANEL
MIN. TYPE 1
DBL TOP PLATE
2X SILL PLATE
W/ 16d @ 6" O.C.
TO BEAM
E.N.
OVER FRAMING.
(REFER TO 8/S-0.20)
15
BE
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L
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,
(D
O
N
O
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O
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R
C
U
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)
NOTCH @ BEAM
DBL. TOP PLATES,
BEAM OR POST
BEAM PER PLAN TO BE
NOTCHED AS SHOWN
A34 EACH SIDE OF BEAM
TO TOP PLATES (2) TOTAL
HEADER WHERE
OCCURS
16
17 1
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SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
02/29/2024
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02/29/2024
02
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2
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901 E Myrtle St Unit# 2 -
1011181606/27/2024
02/29/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
#4 TWO PIECE ASSEMBLY#4 SINGLE PIECE HOOP
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GRADE BEAM ELEVATION AT 18" AND 24" WALL MODELSGRADE BEAM SECTION AT ANCHOR REINFORCEMENTCLOSED TIE ANCHOR REINFORCEMENT
GRADE BEAM ELEVATION AT 12" WALL MODEL GRADE BEAM SECTION AWAY FROM ANCHOR REINFORCEMENT
WSWH-AB ANCHOR GRADE BEAM REINFORCEMENT AND DESIGN MOMENTS
WSWH GRADE BEAM ANCHOR REINFORCEMENT
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STRONG-WALL®
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WIDTH (in.)
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MODEL NO.
ANCHOR
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ANCHOR REINFORCEMENT
FOR WIND AND SEISMIC3,8,9
AMPLIFIED LRFD APPLIED DESIGN
SEISMIC MOMENT (ft.-lbs.)4,5,6,7
STANDARD
STRENGTH WSWH-AB1 HIGH STRENGTH (HS) WSWH-AB1HSSTANDARD
STRENGTH WSWH-AB1
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02/29/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
®
MODEL NO.W (in.)H (in.)ANCHOR BOLTS TOTAL WALL
WEIGHT (lb.)QUANTITY DIA. (in.)
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STRONG-WALL® HIGH STRENGTH WOOD SHEARWALL MODELS
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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
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03-16-2021
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02/29/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
A.01
CAL GREEN CODE
(N
)
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x Contractor
x Contractor
x Contractor
x Architect
x Engineer
x Architect
x Architect
x
x
x Architect
x Architect
x Architect
x
x Owner
x Architect
x Contractor
x Contractor
x Contractor
x Contractor
x Contractor
x
901 E Myrtle St Unit# 2 -
1011181606/27/2024
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
A.02
CAL GREEN CODE
(N
)
D
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x
x
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x Architect
x Architect
x
x Owner
x Architect
x Contractor
x Contractor
x Contractor
x Contractor
x Contractor
x
901 E Myrtle St Unit# 2 -
1011181606/27/2024
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
1 28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
T24.1
TITLE 24
(N
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901 E Myrtle St Unit# 2 -
1011181606/27/2024
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
1 28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
T24.2
TITLE 24 (CONT.)
(N
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901 E Myrtle St Unit# 2 -
1011181606/27/2024
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
1 28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
T24.3
TITLE 24 (CONT.)
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901 E Myrtle St Unit# 2 -
1011181606/27/2024
W
GG
W
5%
MIN.
5%
MIN.
2%
5%
MIN.
5%MI
N
.
5%MIN
.
2%
MIN.
2%
MIN.
2%
2%
2%
2%
5%
MIN.
2%
2%
MIN.
2%
5%
MIN.
2%
MIN.
5%MI
N
.
5%MI
N
.
PL 56.58'
PL
1
0
0
.
0
2
'
PL 64.87'
PL 14.28'
PL 35.46'
PL 42.84'
(E) TO CENTER LINE
30
'
-
0
"
(E) 2-CAR GARAGE
420 SF
SINGLE FAMILY RESIDENCE
1044 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
TO CENTERLINE
10
'
-
0
"
(E) TOCENTER LINE
30'-0"
(E) PROCH
STREET CURB &
GUTTER
CENTERLINE OF
STREET
CENTERLINE OF
STREET
(E)
22
'
-
6
"
DISTANCE
6'
-
0
"
F.S.D
3'
-
0
"
F.S.D
3'
-
0
"
(N) ADU 1-CAR
GARAGE
305 SF
F.S.L
(N) DETACHED ADU -UNIT 2
791 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
F.S.D
3'
-
0
"
F.S.D
3'
-
0
"
35
'
-
1
0
"
DISTANCE
6'
-
0
"
(N) WALKWAY
E MYRTLE ST
S
S
T
A
N
D
A
R
D
A
V
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ADU SETBACK
5'-0"
ALLEY
A
D.01
HIGH POINT
FLOW LINE
FLOW LINE
OVER FLOW
OVER FLOW
WM-08
FLOW LINE
SE-6 SE-6
SE-6SE-6
SE-6
SE-6
RE
Q
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T
B
A
C
K
4'
-
1
0
"
DISTANCE
5'-1"22'-3"
15
'
-
0
"
41
'
-
0
"
A
D.01
5%
MIN
5%
MIN
BUILDING DRAINAGE
DETAIL
NOT TO SCALE
A
MI
N
.
8
"
FF
PAD
WEEPSCREEDPER PLAN
WIDTH
SE-6: PLACE GRAVEL BAG BERM BMP PER CASQA STANDARDS. DETAIL HEREON.
WM-8: IMPLEMENT CONCRETE WASHOUT AREA PER CASQA STANDARDS. DETAIL HEREON.
EROSION CONTROL CONSTRUCTION NOTES
SECTION A -A
FINISH GRADE
FINISH GRADE
TWO (2) BAGS HEIGHT
TWO (2) BAGS WIDE
A
A
SE-6: GRAVEL BAG DETAIL
NTS
GRAVEL BAG
BERM
SECTION B-B
3
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0
'
LATH & FLAGGING ON
ALL SIDES
(WATERPROOFED)
VA
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10' MIN.
GRAVEL BAG
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N
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010'20'20'10'5'15'
STREET CENTER LINE
FLOW LINE
EXISTING SLOPE
LEGEND:
PROPERTY LINE
LANDSCAPE AREA
SLOPE SURFACEX%
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
D.01
DRAINAGE PLAN
(N
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901 E Myrtle St Unit# 2 -
1011181606/27/2024
PREFABRICATED OR SPECIALTY ITEMS AND THEIR COMPONENTS, WHICH ARE INDICATED
BY THE STRUCTURAL DRAWINGS TO BE DESIGNED BY OTHERS, MAY BE SUBMITTED TO
THE ARCHITECT AND/OR ENGINEER OF RECORD FOR REVIEW AS A DEFERRED SUBMITTAL
PROVIDED THAT SUCH SUBMITTAL IS AUTHORIZED BY THE BUILDING DEPARTMENT.
DEFERRED SUBMITTALS REQUIRED TO BE SUBMITTED TO THE STRUCTRURAL ENGINEER
OF RECORD SHALL INCLUDE BUT NOT BE LIMITED TO:
A. MECHANICAL, ELECTRICAL AND PLUMPING EQUIPMENT
B. SELF SUPPORTING, PRE-MANUFACTURED STAIR ASSEMBLY
C. PREFABRICATED ROOF & FLOOR TRUSSES
D. HVAC STRUCTURAL SUPPORT REQUIREMENTS
E. AWNINGS, SIGNAGE, FASCIAS, ETC.
F. FIRE SPRINKLERS
G. CONTINUOUS TIE DOWN SYSTEM
H. CONCRETE MIX DESIGN
CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS
DESCRIBED IN IBC/CBC CHAPTER 17, SEE INSPECTION SCHEDULE BELOW, ONLY CHECKED
ITEMS ARE REQUIRED.
APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE
PLANS OR SPECIFICATIONS, ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE
REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION.
CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL STRUCTURAL STEEL
WELDING, EXCEPT FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE.
STRUCTURAL WOOD, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEARWALLS,
SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER
FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD
SHEARWALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLD-DOWNS,
EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEARWALLS, SHEAR PANELS
AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER
COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, WHERE THE FASTENER SPACING OF
THE SHEATHING IS MORE THAN 4 INCHES ON CENTER. INSPECTIONS SHALL BE PERFORMED
BEFORE COVERING.
1.
1.
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS
ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS.
DESIGN ACCURACY OF SUCH PRODUCT, DIMENSIONS AND QUANTITY OF THE PRODUCT
IS NOT REVIEWED BY EOR. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE
CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT
DRAWINGS SHALL BE CLOUDED ANY OF THE AFOREMENTIONED SHALL NOT BE
CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED
ACCORDINGLY.
3.
THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT
DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW
SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING
SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING
DESIGNS PERFORMED BY OTHERS.
4.
SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACT DRAWINGS.5.
ALL DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED IN
ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND STAMPED BY AN
APPROPRIATELY LICENSED PROFESSIONAL ENGINEER. SUBMITTALS SHALL SHOW
LOCATION AND MAGNITUDE OF LOADS, SIZE AND CONFIGURATIONS OF MEMBERS, AND
COMPATIBILITY WITH THE PRIMARY STRUCTURAL SYSTEM.
2.
CONTRACTOR RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING
SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A
WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR
TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC
1704.4.
WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF A
FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY
THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH
WORK WITHOUT SPECIAL INSPECTION, APPROVAL SHALL BE BASED UPON REVIEW OF THE
FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING
OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY, AT COMPLETION
OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE
TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH
THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF
VERIFYING APPROVAL OF FABRICATOR.
2.
3.
4.
5.
6.
SUBMITTALS AND SHOP DRAWINGS
STATEMENT OF SPECIAL INSPECTION:
THE SPECIAL INSPECTOR SHALL BE A QUALIFIED INDIVIDUAL WHO WILL DEMONSTRATE
COMPETENCE, AND KNOWLEDGE TO THE BUILDING OFFICIAL, FOR THE SPECIFIC TYPE OF SPECIAL
INSPECTION REQUIREMENT REQUIRED PER SCHEDULE BELOW.
7.
WOOD SPECIAL INSPECTIONS SHALL BE PER CBC SECTION 1705.5.8.
SPECIAL INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11
AND 1705.12 RESPECTIVELY.
9.
REQ'D(?)
STATEMENT OF SPECIAL INSPECTIONS
(ONLY INDICATED ITEMS ARE REQUIRED)
INSPECTION ITEMS SPECIAL INSPECTIORS
(NAME, PHONE#, REGISTRATION#)
STRUCTURAL STEEL (1705.2.1)
STEEL FRAME JOINT DETAILS
COLD-FORMED STEEL DECK (1705.2.2)
OPEN-WEB STEEL JOISTS AND
JOISTS GIRDERS (1705.2.3)
REINFORCING STEEL AND
PRE-STRESSING STEEL TENDONS
SHOTCRETE (CURING TEMPERATURE,
DESIGN MIX, PLACEMENT, STRENGTH
ETC. PER TABLE 1705.3)
COLD-FORMED STEEL TRUSSES SPANNING
>= 60 FT
CONCRETE CONSTRUCTION (DESIGN MIX,
FORMWORK, PLACEMENT, ETC. PER TABLE
1705.3) (SEE 1705.3 EXCEPTIONS)
STRUCTURAL WELDING/REBAR WELDING
ALL MASONRY CONSTRUCTION (1705.4)
WOOD FOR HIGH LOAD DIAPHRAGMS
(1705.5.1)
METAL-PLATE-CONNECTED WOOD
TRUSSES SPANNING >=60 FT
SOILS (EXCAVATION, FILL, ETC. PER
1705.6) (SEE 1705.6 EXCEPTIONS)
DRIVEN PILES PER 1705.7
CAST IN PLACE PILES PER 1705.8
HELICAL PILE FOUNDATIONS PER 1705.9
ERECTION OF PRE- CAST CONCRETE MEMBERS
BOLTS INSTALLED IN CONCRETE
HIGH STRENGTH BOLTING/MATERIAL
VERIFICATION
WOOD DIAPHRAGM AND SHEAR WALLS*
*: FOR SPECIAL INSPECTION OF WOOD DIAPHRAGMS AND SHEAR WALLS, CONTACT EOR FOR
SCHEDULE.
EPOXY/ POST INSTALLED ANCHORS
YES
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SHEET NO.:
PROJECT MANAGER:
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DATE:
JOB NO.: 231014
12/26/2023
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1. ALL INSTALLED LUMINAIRES SHALL BE HIGH-EFFICACY IN ACCORDANCE WITH TABLE 150.0-A.
2. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN
EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR OR OCCUPANT SENSOR
PROVIDED THE OCCUPANT SENSOR IS INITIALLY PROGRAMMED
LIKE A VACANCY SENSOR (MANUAL-ON OPERATION). 150(K) 2I
3. LUMINAIRES RECESSED INTO CEILINGS SHALL MEET ALL THE FOLLOWING: LISTED FOR ZERO
CLEARANCE INSULATION, LABELLED THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH A LEAKAGE
LESS THAN 2.0CFM AT 75 PASCALS, SEALED WITH A GASKET OR
CAULK, ALLOW REPLACEMENT AND MAINTENANCE TO BE READILY ACCESSIBLE FROM BELOW THE
CEILING WITHOUT CUTTING HOLES IN THE CEILING, SHALL NOT CONTAIN SCREW BASE SOCKETS,
AND SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH JA8.
4. ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH
THAT DOES NOT OVERRIDE TO ON AND ONE OF THE FOLLOWING: CONTROLLED BY PHOTOCELL
AND MOTION SENSOR, PHOTO CONTROL AND AUTOMATIC SWITCH CONTROL, ASTRONOMICAL
TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM. CBEES 150(K)3
5. NO CONTROLS SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION WHERE THAT
DIMMER OR VACANCY SENSOR HAS BEEN INSTALLED TO COMPLY WITH 150.0(K).
1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE AND REGULATIONS OF GOVERNING
AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE
COMPANIES.
2. ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 210-52.
3. LIGHTING OUTLETS CONTROLLED BY A WALL SWITCH SHALL BE PROVIDED IN ACCORDANCE WITH NEC
ARTICLE 210-70.
4. LIGHT FIXTURES INSTALLED IN CLOTHES CLOSET WILL COMPLY WITH NEC ARTICLE 410-8
5. ELECTRICAL SERVICE SIZE: 225 AMPS, MIN.
6. GFCI OUTLETS ARE REQUIRED: FOR ALL KITCHEN RECEPTACLES THAT ARE DESIGNED TO SERVE
COUNTERTOP SURFACES, DISHWASHERS, BATHROOMS, IN UNDER-FLOOR SPACES OR BELOW GRADE
LEVEL, IN UNFINISHED BASEMENTS, CRAWL SPACE LIGHTING OUTLETS, IN EXTERIOR OUTLETS, WITHIN 6’
OF A LAUNDRY/UTILITY/WET BAR SINK, LAUNDRY AREAS, AND IN ALL GARAGE OUTLETS INCLUDING
OUTLETS DEDICATED TO A SINGLE DEVICE OR GARAGE DOOR OPENER. (CEC 210.8). KITCHEN AND
LAUNDRY RECEPTACLE SHALL BE BOTH AFCI AND GFCI PROTECTED.
7. OUTDOOR RECEPTACLES SHALL BE LOCATED PER CODE MINIMUM REQUIREMENTS, AND AFCI, GFCI, W.R.,
AND W.P. WITH A BUBBLE COVER.
8. PROVIDE ACCESSIBLE JUNCTION BOX AND WRING FOR GROUNDING MAIN ELECTRICAL SERVICE TO
REINFORCING BAR IN CONCRETE FOOTING, PER ARTICLE 250.52-68 CEC 20' LONG #4 REBAR MIN.
9. RECEPTACLES AND WALL SWITCHES SHALL BE INSTALLED NOT LESS THAN 15" MEASURED FROM
BOTTOM OF IT TO FINISH FLOOR AND LOCATED NO MORE THAN AT 48" MEASURED FROM TOP OF
RECEPTACLES AND WALL SWITCHES TO FINISH FLOOR IN VERTICAL DIRECTION, UNLESS OTHERWISE
NOTED. ( CBC 1136 ).
10. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS SHALL BE SEPARATED
HORIZONTALLY BY 24". BACK AND SIDES OF BOXES TO BE SEALED WITH 1/8" RESILIENT SEALANT AND
BACKER WITH 2" MIN. MINERAL FIBER INSULATION. (TV, PHONE AND INTERCOM OUTLETS MUST BE
INSTALLED IN BOXES ACCORDINGLY)
11. ELECTRIC UTILITY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION
12. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OF ADDITIONS > 50%
13. MAINTAIN THREE FEET CLEAR FROM FACE OF ELECTRICAL PANEL TO WALL ANY WALL SURFACE OR
OBSTRUCTION.
14. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD.275. SOUND LEVEL NOT TO
EXCEED 50 DBA (55 DBA WITH TIMER, 65 DBA WITH TIMER AND NEIGHBOR"S CONSENT) PER SECTION
10.26.045 OF THE LOCATION OF MEASUREMENTS TO BE AT FIVE (5) FEET ABOVE GRADE AT PROPERTY
LINE. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY
15. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO
CONCRETE REPLACEMENT
16. RECESSED CAN LIGHT FIXTURES IN INSUTATED SPACES AER TO BE IC / AT RATED.
17. PROVIDE RECEPTACLES AT 6' FROM CORNERS, 12' ON CENTER.
18. LAUNDRY AND BATHROOM EXHAUST FANS SHALL PROVIDE A MINIMUM OF 50 CFM.
19. ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUIT IN KITCHEN, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECT BY A LISTED ARC-FAULT
CIRCUIT INTERRUPTER (AFCI) COMBINATION TYPE (CEC210.12).
20. OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 30 MINUTES AND BE MICROWAVE /
ULTRASONIC OR PASSIVE INFRA-RED TYPE.
21. PROVIDE COMBINATION SMOKE/ CARBON MONOXIDE DETECTORS IN EACH HALLWAY LEADING TO
SLEEPING ROOMS, IN EACH SLEEPING ROOM, AT THE TOP OF STAIRS, AND IN EACH STORY. SMOKE
DETECTORS SHALL NOT BE LOCATED IN KITCHEN, GARAGE, OR WITHIN 3 FEET OF DOORS TO KITCHEN OR
BATHROOM OR SUPPLY AIR REGISTERS. DETECTORS HARD WIRED WITH BATTERY BACK-UP. DETECTORS
TO BE INTERCONNECTED TO SOUND AT THE SAME TIME.
22. PROVIDE A MINIMUM OF 2 –20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS.
SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED .(210-52(B)(2)
23. ANY FIXED APPLIANCE SUCH AS GARBAGE DISPOSER, DISHW ASHER, CLOTHES WASHER, DRYER, BUILT-
IN HEATERS, OR ANY OTHER FIXED APPLIANCE WITH 1/4 HP MOTOR OR LARGER, SHALL BE ON A
SEPARATE #12 AWG WIRE BRANCH 20 AMP CIRCUIT
24. ALL 15A AND 20A RECEPTACLE OUTLETS SHALL BE LISTED TAMPERRESISTANT RECEPTACLES ,ALL 15/20
AMPERE RECEPTACLES IN WET LOCATIONS SHALL HAVE IN-USE (BUBBLE) COVERS INSTALLED. ALL
RECEPTACLES IN WET LOCATIONS SHALL ALSO BE LISTED W EATHER-RESISTANT TYPE GFCI. (CEC 406.9(B)
(1))
25. ALL LIGHTS ARE HIGH EFFICACY
26. ALL RECEPTACLES REQUIRED GFCI SHALL BE COMBINATION OF AFCI, GFCI (CEC 210.52(E)(1))
27. LIGHT FIXTURES IN BATHROOMS, GARAGES, LAUNDRY ROOM AND UTILITY ROOMS SHALL BE HIGH
EFFICACY. AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY
SENSOR.
28. RECESSED LIGHTS THAT ARE TO BE INSTALLED IN AN INSULATED CEILING OR CAVITY ARE REQUIRED TO
HAVE A ZERO CLEARANCE INSULATION COVER (IC): BE CERTIFIED THAT THEY ARE TIGHT; AND SEALED
WITH A GASKET OR CAULK BETWEEN THE THE HOUSING AND THE CEILING
29. ALL STAIRWAY SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS HAN 1 FOOT
CANDLE (11 LUX).
30. AT LEAST ONE LIGHTING SHALL BE INSTALLED IN THE ATTIC.
31. A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER
OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. 210-11(C)3)
32. PROVIDE GFCI RECEPTACLES AT BATHROOMS, KITCHEN COUNTERTOP SURFACES,LAUNDRY /WET BAR
AREA WITHIN 6FT FROM EDGE OF THE SINKS (CEC 210-8)
33. PROVIDE A MINIMUM OF 1 –20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER
OUTLETS. (210.11(C)(2)
34. IN THE KITCHEN AND DINING AREA, A RECEPTACLE SHALL BE PROVIDED FOR ISLAND COUNTERTOP
SPACES WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES
OR GREATER. (210-52(C)(2)
35. AT LEAST ONE LIGHT OUTLET, CONTROLLED BY A WALL SWITCH, SHALL BE INSTALLED IN EVERY
HABITABLE ROOM, BATH ROOM, HALLWAY, GARAGE AND AT EACH OUT DOOR ENTRANCE.
36. GFCI AT ISLAND CANNOT HAVE MORE THAN 6 INCHES OVERHANG WHERE INSTALLED.
37. EXTERIOR LIGHTING MOUNTED ON BUILDING TO BE HIGH EFFICACY AND CONTROLLED BY MANUAL
ON/OFF SWITCH MOTION SENSOR WITHOUT OVERRIDE OR BYPASS SWITCH THAT DISABLES MOTION
SENSOR AND:
A. PHOTO-CONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES PHOTO-CONTROL
B. ASTRONOMICAL TIME CLOCK NOT HAVING OVERRIDE OR BYPASS SWITCH THAT DISABLES
ASTRONOMICAL CLOCK
C. ENERGY MANAGEMENT CONTROL SYSTEM (EMC5) NOT HAVING OVERRIDE OR BYPASS SWITCH THAT
ALLOWS LUMINAIRES TO BE ALWAYS ON
D. RATED FOR WET LOCATIONS
38. THE MINIMUM SIZE GROUND WIRE SHALL BE #8 CU OR #6 AL.
39. ALL SERVICES SHALL BE GROUNDED WITH A CONCRETE ENCASED ELECTRODE OR A GROUND ROD AND
BONDED TO THE COLD WATER PIPE
(N) DUAL-GANG ELECT. METER BOX
(N) ADU ELECTRICAL SUB-PANEL 225 AMPS (PROVIDE MINIMUM 20 FEET UFER GROUND)
MIN. 4" DIA. TO THE OUTSIDE, EQUIPPED WITH A BACK DRAFT DAMPER. EXHAUST DUCT LENGTH IS
LIMITED TO 14 FT. WITH 2 ELBOWS. [CMC 504.4.2] (EXHAUST THROUGH EXTERIOR WALL/ROOF)
PHOTOCELL CONTROL / MOTION SENSOR
1
2
3
4
5
7
(N) HEAT PUMP UNIT ON 3'' THIK.CONCRETE PAD6
120-V WATERPROOF RECEPTACLE W/COVER8
EXHAUST FAN ABOVE KITCHEN RANGE SHALL BE 85% CE OR 250 CFM (EXHAUST THROUGH ROOF)9
10 EXHAUST FAN FOR BATHROOM SHALL BE MIN. 50 CFM AND CONTAIN HUMIDISTAT (EXHAUST THROUGH
ROOF)
(N) CONSUMER TANK WITH/ HEAT PUMP
(N) 22X30 ATTIC ACCESS
EXHAUST FAN ABOVE KITCHEN RANGE
SHALL BE 85% CE OR 250 CFM (EXHAUST
THROUGH ROOF)
EXHAUST FAN SHALL BE ENERGY STAR RATED.
CEILING MOUNTED LIGHT w/ VENT 50 CFM MIN.
INTERMITTENT W/ HUMIDITY CONTROL PER CMC
402.5, BETWEEN 50%-80%
SHALL BE DUCTED TO OUTSIDE THROUGH
ROOF/EXTERIOR WALL
IAQ FAN: ( MIN 46 CFM PER T-24 )
PANASONIC, WHISPERGREE, SELECT FAN, 50-80-110 SFM,
MULTI SPEED. MODEL FV-0511VKS2, 0.5 SONE
SMOKE DETECTOR HARDWIRED w/ BATTERY BACK UPSD
CARBON MONOXIDE DETECTOR ALARM
HARDWIRED w/ BATTERY BACK UPCD
22X30 ATTIC ACCESS
AIR HANDLERS
HEATPUMP ON PAD 3" MIN.
HEATPUMP WATER HEATER
L.E.D. RECESSED LIGHT FIXTURE
GF
C
I
110V DUPLEX OUTLET, ARC
FAULT CIRCUIT INTERRUPTER
(ENTIRE CIRCUIT)
AF
C
I
CEILING AIR DIFFUSER
110V DUPLEX OUTLET, GROUND
FAULT CIRCUIT INTERRUPT
(ENTIRE CIRCUIT)
GARBAGE DISPOSAL
SWITCH W/ MOTION SENSOR
(VACANCY SENSOR)
VS
2-WAY SWITCH
2D
VANITY WALL LIGHT
EXTERIOR WALL SCONCE
LIGHT
VS
DIMMER SWITCH
D
ELECTRICAL
PANEL/METER/INVERTER
PER KEYNOTE
MEDIA OUTLET
P PHOTO CELL
M
J-BOX (CEILING FAN/LIGHT
FIXTURE)
DRYER EXHAUST
W/P : WEATHER -RESISTANT
W/R : WATER PROOF
T THERMOSTAT WHOLE HOUSE FAN: 1186.5
CFM PER T-24
E ELECTRICAL VEHICLE CHARGING
STATION LOCATION. 208/240-VOLT
BRANCH CIRCUIT (40 AMP)
1
9F
T
C
L
'
G
SD
CDSD
CDSD
SD
30"
3
5
10
10
6
9
G/
A
AFCI
D
AF
C
I
P
GFCI
W/P,W/R
12
'
'
GF
C
I
G/A
G/A
G/A
GFCI
12''
GFCI
60''
FUTURE 240V -READY USE
P
AFCI
AFCI
2D
AF
C
I
AF
C
I
AFCI
AF
C
I
P P
D
D
P
P D
2D
D
VS
VS
VS
9FT CL'G
9FT CL'G
9FT CL'G
9FT CL'G
9FT CL'G
9FT CL'G
VS
GF
C
I
GFCI
22
0
V
G/
A
,
W
/
P
22
0
V
G/
A
,
W
/
P
D
T
T
FUTURE 240V -READY USE
2D
AFCI
AFCI
2D
36'' CLR.
FRONT OF
PANEL D
W/P.W/R
GFCI
FUTURE 240V -READY USE
2D
2D
2D
GF
C
I
E
D
GFCI
GFCI
GF
C
I
GF
C
I
AF
C
I
2D
7 7
77
AFCI
4
7
7
9FT CL'G
D
12
'
'
GF
C
I
10 FT MIN.
12
'
-
1
1
"
D
ELECTRICAL VEHICLE
CHARGING STATION
LOCATION. 208/240-VOLT
BRANCH CIRCUIT (40 AMP)
1
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU 2
BEDS, 2BATHS,
LIVING , KITCHEN,
DINING , GARAGE-1
CAR
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
28/11/2023 PLANNING CORRECTIONS
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
1 02/22/2024 1ST PLAN CHECK
A.07
PROPOSED ADU
ELECTRICAL PLAN
(N
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ELECTRICAL NOTESELECTRICAL PLAN KEYNOTESCEILING/ELECTRICAL PLAN LEGEND
1/4" = 1'-0"1PROPOSED ADU CEILING/LIGHTING & POWER PLAN
LIGHTING REQUIREMENTS
901 E Myrtle St Unit# 2 -
1011181606/27/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
NOTICE TO PROPERTY OWNER
Dear Property Owner:
APP-13 CBC 2016
An application for a building permit has been submitted in your nat,e listing yourself as the builder of the property improvements
specified at q O l • M 1 f" t \ e.. St r U Y ½~ 2. 1 Set~ h. th,, I& , Yl: •
We are providing you with an Owner-Builder Acknowledgment and Information Verification Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your names as the Owner-Builder.
We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this
form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner,
obtain the prior approval of the permitting authority.
OWNER'S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON
DIRECTIONS: Read and initial each statement below to signify you understand or verify this information.
t,f 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner-Builder" build-
ing permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an
Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and
his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I
am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my prop-
erty.
(( 2. I understand building permits are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this responsibility.
vf 3. I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own .
..!f._ 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers
on permits and contracts.
(;p 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total vaite"ot my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an
"employer" under state and federal law.
~6. I understand if I am considered an "employer" under state and Federal law, I must register with the state and federal
government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment com-
pensation of each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk.
J£_1. I understand under California Contractors' State License Law, an Owner-Builder who builds single-family residential
structures cannot legally build them with the intent to offer them for sale, unless a// work is performed by licensed subcontrac-
tors and the number of structures does not exceed four within any calendar years, or all of the work is performed under contract
with a licensed general building Contractor.
t4' 8. I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any finan-ci'a1or' personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workman-
ship or materials.
901 E Myrtle St Unit# 2 -
1011181606/27/2024
~9. I understand I may obtain more information regarding my obligations as an "employer'' from the Internal Revenue Ser-
vice, the United States Small Business Administration, the California Department of Benefit Payments, and the California Divi-
sion of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-
321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors.
t:f 10. I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I am the
party legally and financially responsi le for proposed construction activity at the following ad-
dress: 0 E M r t,. V'\1' ~C:\V\fv. C-.
(;f 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all
applicable laws and requirements that govern Owner-Builders as well as employers.
J£_ 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I
have provided on this form.
Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a
license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of
a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand
that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held
liable for damages. If you obtain a permit as Owner-Builder and wish to hire Contactors, you will be responsible for verifying
whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned
to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license. form notariza-
tion. or other verification acceptable to the agency is required to be presented when the permit is issued to verify the
property owner's signature.
Signature of Property Owner -----~-4-~_P_h_~_VVI __________ Date: ___ O_k_f_z.._1_)_t.-1' __ '1-L1 __
Print name of Owner LO frN P 1-f {ti\/\ ____ ___;. ___ ~;._ ___________ _
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize
the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder
Permit for my project
Scope of Construction Project (or Description of Work): _______________________ _
Project Location or Address:---------------------------------
Name of Authorized Agent:----------------------------------
Address of Authorized Agent: _______________________________ _
Phone Number of Authorized Agent:-------------------------------
1 declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy.
Property Owner's Signature: ______________________ Date:. _________ _
Print Name of Owner: __________________________ _
Note: A copy of the owner's driver's 1/cense, form notarization, or other verification acceptable to the agency Is re-
quired to be presented when the permit Is Issued to verify the property owner's signature.
901 E Myrtle St Unit# 2 -
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Structural Calculations
Project No.:
Amir Deihimi,
901 E Myrtle St Unit# 2 -
1011181606/27/2024
January, 18, 2023
Project: 23011
Location: 5463 Wadean PI Oakland,
CA 94601, USA
Client: N/A
TABLE OF CONTENTS
901 E Myrtle St Unit# 2 -
1011181606/27/2024
ASCE 7 Hazards Report
Address:
901 E Myrtle St
Santa Ana, California
92701
Standard:ASCE/SEI 7-16 Latitude:33.741885
Risk Category:II Longitude:-117.856714
Soil Class:D - Default (see
Section 11.4.3)
Elevation:115.50170286928271 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Tue Dec 26 2023
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
Page 1 of 3https://asce7hazardtool.online/Tue Dec 26 2023
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BUILDING INFORMATION
A.General:
Number of stories 1
Building risk category II
Design Code 2022 CBC
Load standard ASCE 7-16
Design Load Combination ASD
B.Lateral Loads Data:
WIND STANDARD ASCE 7-16(Directional Procedure)
Exposure C
Wind Speed V 95
Enclosure Enclosed Building
Velocity pressure qz 0.00256KzKztKdKeV2 (26.10-1)
Velocity pressure exposure coefficient Kz from (Table 26.10-1)
Directionality Factor Kd 0.85 (Table 26.6-1)
Topographic factor defined Kzt 1 (26.8.2)
Gust Effect Factor G 0.85 (26.11)
Pressures for MWFRS p qGCp – qi(GCpi)(27.3-1)
External pressure coefficient Cp from (Fig. 27.3-1)
Internal pressure coefficient (GCpi)0.18 (Table 26.13-1)}
SEISMIC STANDARD ASCE 7-16(Equivalent Lateral Force Procedure)
Seismic Design Category D (Table 11.6-1)
Importance factor Ie 1 (Table 1.5-2)
Soil Site Class D-Default (Table 20-3-1)
Response Spectral Acc. (0.2 sec) Ss 1.284
Response Spectral Acc. (1.0 sec) S1 0.458
TL (sec)8
Fa 1.2 (Table 11.4-1)
Fv 1.842 (Table 11.4-2)
Max. Considered earthquake acc. SMS 1.541 (11.4-1)
Max. Considered earthquake acc. SM1 .844 (11.4-2)
Design spectral acc. At short period SDS 1.02 (11.4-3)
Design spectral acc. at 1s period SD1 0.562 (11.4-4)
Response modification coefficient R 6.5 (Table 12.2-1)
System overstrength coefficient Ω2.5 (Table 12.2-1)
Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2)
Building Height (ft)15
Building period T=Ta (sec)0.152 (12.8-7)
Base Shear Adjustment Factor 1
Minimum Cs 0.045 (12.8-5 & 12.8-6)
Maximum Cs 0.568 (12.8-3 & 12.8-4)
Seismic response coefficient Cs 0.158 (12.8-2)
Adjusted Cs 0.158
For allowable stress design V = 0.7CsW 0.111W
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
.8
4
901 E Myrtle St Unit# 2 -
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Roof Loads (Load_Roof)
Clay Tile 10 psf
Framing 2.5 psf
Sheathing (1/2" CDX)1.5 psf
Ceiling 2.5 psf
Insulation 1.5 psf
Misc.2 psf
Total De ad Load 20 psf
Liv e Load 20 psf
Total Load 40 psf
Interior Wall (Wall_In)
Insulation 1 psf
Drywall 5 psf
Studs 1 psf
Misc.3 psf
Total De ad Load 10 psf
Exterior Wall (Wall_Ex)
7/8" Stucco 10 psf
Insulation 1 psf
Drywall 2.5 psf
Studs 1 psf
Misc.2.5 psf
Total De ad Load 17 psf
Ceiling Loads (Load_Ceiling)
Framing 6 psf
Total De ad Load 6 psf
Liv e Load 10 psf
Total Load 16 psf
DESIGN LOADS
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
5
901 E Myrtle St Unit# 2 -
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6
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SECTION D1 – DIRECTION X
Bui l di ng Di m ensi on (ft):B = 41 L = 51.5 M ean Hei ght = 15 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 16.75 Depth = 9.75 Wi nd Hei ght = 15 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10.8'
WIND LOAD:
L/B =51.5/41=1.26, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.45, qh = 16.79 PSF Wal l (LW) P = GCplqh = 6.41 PLF
WIND HEIGHT (FT ):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wal l P = GCpwqz+GCplqh 17.76 18.42 18.96 19.49 20.29 20.96
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Hi p W=16.75', L=9.75', Sl ope = 18.43°
WW
Hi p W=16.75', L=9.75', Sl ope = 18.43° LW
-1.9
46.78
23.48
21.4
46.78
-1.9
21.4
23.48
D1X_ROOF = 82.86 = 0.6 x 138.09 PLF
M AX T OT AL = 82.86 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 197 / 16.75 = 235.22
Wal l _Ex (DL)= 17 x 11.5 x (10.8/2) / 16.75 = 63.03
Cs*W = 0.1106 x (235.22 + 63.03)= 32.99
T OT AL SEISM IC LOAD 32.99 = 32.99 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/su m (Wixh i)
Fx
(PLF)
Sum (Fi)Sum (Wi)Fpx(PL F)
Fpx
M i n
Fpx
M ax
Fpx
Desi g n
D1X_ROOF 298.25 10.8 1 32.99 32.99 298.25 32.99 43.77 87.53 43.77
DIAPHRAGM DESIGN:
Story Wi dth
(ft)
Depth
(ft)
Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b)
D1X_ROOF 16.75 9 .75 3 7 .6 157.4 71.2 2 9 8 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d
COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 )
(10 ) 16d si nker per
top pl ate spl i c e
SECTION D1 – DIRECTION Y
Bui l di ng Di m ensi on (ft):B = 51.5 L = 41 M ean Hei ght = 15 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 9.75 Depth = 16.75 Wi nd Hei ght = 11.5 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10.8'
WIND LOAD:
L/B =41/51.5=0.8, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.79 PSF Wal l (LW) P = GCplqh = 7.14 PLF
WIND HEIGHT (FT ):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wal l P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Gabl e W=9.75', L=16.75' WW
Gabl e W=9.75', L=16.75' LW
5.88
7.11
10.11
2.88
7.11
5.88
2.88
10.11
D1Y_ROOF = 66.09 = 0.6 x 110.15 PLF
M AX T OT AL = 66.09 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 197 / 9.75 = 404.10
Wal l _Ex (DL)= 17 x 10 x (10.8/2) / 9.75 = 94.15
Cs*W = 0.1106 x (404.10 + 94.15)= 55.11
T OT AL SEISM IC LOAD = 55.11 = 55.11 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/su m (Wixh i)
Fx
(PLF)
Sum (Fi)Sum (Wi)Fpx(PL F)
Fpx
M i n
Fpx
M ax
Fpx
Desi g n
D1Y_ROOF 498.26 10.8 1 55.11 55.11 498.26 55.11 73.12 146.23 73.12
DIAPHRAGM DESIGN:
Story Wi dth
(ft)
Depth
(ft)
Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b)
D1Y_ROOF 9.75 16.7 5 2 1 .3 51.9 19.2 46.9 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d
COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 )
(10 ) 16d si nker per
top pl ate spl i c e
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
7
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SECTION D2 – DIRECTION X
Bui l di ng Di m ensi on (ft):B = 41 L = 51.5 M ean Hei ght = 15 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 24.5 Depth = 22.25 Wi nd Hei ght = 15 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10.8'
WIND LOAD:
L/B =51.5/41=1.26, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.45, qh = 16.79 PSF Wal l (LW) P = GCplqh = 6.41 PLF
WIND HEIGHT (FT ):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wal l P = GCpwqz+GCplqh 17.76 18.42 18.96 19.49 20.29 20.96
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Hi p W=24.5', L=22.25', Sl ope = 18.43°
WW
Hi p W=24.5', L=22.25', Sl ope = 18.43° LW
-1.9
46.78
23.48
21.4
46.78
-1.9
21.4
23.48
D2X_ROOF = 82.86 = 0.6 x 138.09 PLF
M AX T OT AL = 82.86 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 641 / 24.5 = 523.27
Wal l _Ex (DL)= 17 x 35 x (10.8/2) / 24.5 = 131.14
Wal l _In (DL)= 10 x 25 x (10.8/2) / 24.5 = 55.10
Cs*W = 0.1106 x (523.27 + 131.14 + 55.10)= 78.47
T OT AL SEISM IC LOAD 78.47 = 78.47 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/su m (Wixh i)
Fx
(PLF)
Sum (Fi)Sum (Wi)Fpx(PL F)
Fpx
M i n
Fpx
M ax
Fpx
Desi g n
D2X_ROOF 709.51 10.8 1 78.47 78.47 709.51 78.47 104.12 208.23 104.12
DIAPHRAGM DESIGN:
Story Wi dth
(ft)
Depth
(ft)
Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b)
D2X_ROOF 24.5 22.2 5 5 7 .3 351.1 45.6 279.4 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d
COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 )
(10 ) 16d si nker per
top pl ate spl i c e
SECTION D2 – DIRECTION Y
Bui l di ng Di m ensi on (ft):B = 51.5 L = 41 M ean Hei ght = 15 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 22.25 Depth = 24.5 Wi nd Hei ght = 11.5 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10.8'
WIND LOAD:
L/B =41/51.5=0.8, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.79 PSF Wal l (LW) P = GCplqh = 7.14 PLF
WIND HEIGHT (FT ):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wal l P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Gabl e W=22.25', L=24.5' WW
Gabl e W=22.25', L=24.5' LW
5.88
7.11
10.11
2.88
7.11
5.88
2.88
10.11
D2Y_ROOF = 66.09 = 0.6 x 110.15 PLF
M AX T OT AL = 66.09 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 641 / 22.25 = 576.18
Wal l _Ex (DL)= 17 x 34 x (10.8/2) / 22.25 = 140.28
Cs*W = 0.1106 x (576.18 + 140.28)= 79.24
T OT AL SEISM IC LOAD = 79.24 = 79.24 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/su m (Wixh i)
Fx
(PLF)
Sum (Fi)Sum (Wi)Fpx(PL F)
Fpx
M i n
Fpx
M ax
Fpx
Desi g n
D2Y_ROOF 716.46 10.8 1 79.24 79.24 716.46 79.24 105.14 210.27 105.14
DIAPHRAGM DESIGN:
Story Wi dth
(ft)
Depth
(ft)
Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b)
D2Y_ROOF 22.25 2 4 .5 4 7 .7 265.6 30 166.9 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d
COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 )
(10 ) 16d si nker per
top pl ate spl i c e
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
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:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
8
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SECTION D3 – DIRECTION X
Bui l di ng Di m ensi on (ft):B = 41 L = 51.5 M ean Hei ght = 15 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 15 Depth = 29.5 Wi nd Hei ght = 11.5 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10.8'
WIND LOAD:
L/B =51.5/41=1.26, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.45, qh = 16.79 PSF Wal l (LW) P = GCplqh = 6.41 PLF
WIND HEIGHT (FT ):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wal l P = GCpwqz+GCplqh 17.76 18.42 18.96 19.49 20.29 20.96
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Gabl e W=15', L=29.5' WW
Gabl e W=15', L=29.5' LW
5.88
6.6
10.11
2.37
6.6
5.88
2.37
10.11
D3X_ROOF = 63.42 = 0.6 x 105.69 PLF
M AX T OT AL = 63.42 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 500 / 15 = 666.67
Wal l _Ex (DL)= 17 x 15 x (10.8/2) / 15 = 91.80
Wal l _In (DL)= 10 x 25 x (10.8/2) / 15 = 90.00
Cs*W = 0.1106 x (666.67 + 91.80 + 90.00)= 93.84
T OT AL SEISM IC LOAD 93.84 = 93.84 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/su m (Wixh i)
Fx
(PLF)
Sum (Fi)Sum (Wi)Fpx(PL F)
Fpx
M i n
Fpx
M ax
Fpx
Desi g n
D3X_ROOF 848.47 10.8 1 93.84 93.84 848.47 93.84 124.51 249.01 124.51
DIAPHRAGM DESIGN:
Story Wi dth
(ft)
Depth
(ft)
Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b)
D3X_ROOF 1 5 2 9 .5 3 1 .7 118.7 16.1 60.5 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d
COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 )
(10 ) 16d si nker per
top pl ate spl i c e
SECTION D3 – DIRECTION Y
Bui l di ng Di m ensi on (ft):B = 51.5 L = 41 M ean Hei ght = 15 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 29.5 Depth = 15 Wi nd Hei ght = 15 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10.8'
WIND LOAD:
L/B =41/51.5=0.8, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.79 PSF Wal l (LW) P = GCplqh = 7.14 PLF
WIND HEIGHT (FT ):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wal l P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Hi p W=29.5', L=15', Sl ope = 18.43° WW
Hi p W=29.5', L=15', Sl ope = 18.43° LW
-1.9
46.78
23.48
21.4
46.78
-1.9
21.4
23.48
D3Y_ROOF = 85.23 = 0.6 x 142.04 PLF
M AX T OT AL = 85.23 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 500 / 29.5 = 338.98
Wal l _Ex (DL)= 17 x 57 x (10.8/2) / 29.5 = 177.38
Wal l _In (DL)= 10 x 14 x (10.8/2) / 29.5 = 25.63
Cs*W = 0.1106 x (338.98 + 177.38 + 25.63)= 59.94
T OT AL SEISM IC LOAD = 59.94 = 59.94 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/su m (Wixh i)
Fx
(PLF)
Sum (Fi)Sum (Wi)Fpx(PL F)
Fpx
M i n
Fpx
M ax
Fpx
Desi g n
D3Y_ROOF 541.99 10.8 1 59.94 59.94 541.99 59.94 79.53 159.07 79.53
DIAPHRAGM DESIGN:
Story Wi dth
(ft)
Depth
(ft)
Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b)
D3Y_ROOF 29.5 15 7 8 .2 576.8 83.8 618.1 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d
COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 )
(10 ) 16d si nker per
top pl ate spl i c e
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
9
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SHEARWALL AND HARDWARE SCHEDULES
(De sign Code : 2022 CBC)
A. SHEARWALL SCHEDULE
Pane l
Type She athing Edge
Nail
Fie ld
Nail
Se ismic
Allowable (plf)
Wind
Allowable (plf)Sole Plate Nailing She ar Clip M udsill Anchors Ga
(k/in)2x Mudsill 3x Mudsill
SW1 3/8"
Sheathing 8d @ 6 8d @
12 260 364 16d Nails @ 6 A35 @ 24 5/8 x 10
@48 -13
SW2 3/8"
Sheathing 8d @ 4 8d @
12 380 532 16d Nails @ 4 A35 @ 16 5/8 x 10 @
42 -19
SW3 3/8"
Sheathing 8d @ 3 8d @
12 490 686 16d Nails @ 3 A35 @ 8 5/8 x 10 @
36 -25
SW4 3/8"
Sheathing 8d @ 2 8d @
12 640 896 16d Nails @ 2 A35 @ 8 5/8 x 10 @
24 -39
SW5 15/32"
Structural I
10d @
2
10d @
12 800 1120 (2) Rows Stagg, 16d
Nails @ 3 A35 @ 6 5/8 x 10
@18 -51
SW3D 3/8"
Sheathing 8d @ 3 8d @
12 980 1372 SDS1/4x6 @ 4 (Both
Sides)A35 @ 8 -5/8 x 12 @
22 50
SW4D 3/8"
Sheathing 8d @ 2 8d @
12 1280 1792 SDS1/4x6 @ 3 (Both
Sides)A35 @ 8 -5/8 x 12 @
16 78
SW5D 15/32"
Structural I
10d @
2
10d @
12 1600 2241 SDS1/4x6 @ 2 (Both
Sides)A35 @ 6 -5/8 x 12
@8 102
B. HOLDOWN SCHEDULE
Holdown M in. Post Conne ctors Anchor Bolt Allowable (lbs)Displace me nt all da (in)Re marks
HDU2 4X4 6-SDS1/4x2 1/2 5/8"3075 0.088 HD1
HDU4 4X4 10-SDS1/4x2 1/2 5/8"4565 0.114 HD2
HDU5 4X4 14-SDS1/4x2 1/2 5/8"5645 0.115 HD3
HDU8 4X6 20-SDS1/4x2 1/2 7/8"7870 0.113 HD4
HDU11 4X8 30-SDS1/4x2 1/2 1"11175 0.137 HD5
HDU14 4X8 36-SDS1/4x2 1/2 1"14375 0.177 HD6
C. HOLDOWN STRAP SCHEDULE
Strap M in. Post Conne ctors Allowable (lbs)Displace me nt all da (in)Re marks
CS16 2X4 22-10d 1705 0.026 A
(2)CS16 2-2X4 22-10d 3410 0.026 B
(2)CS14 2-2X4 30-10d 4980 0.031 C
CMST14 4X4 80-16d 6490 0.052 D
(3)CS14 3-2X4 30-10d 7470 0.031 C*
CMST12 4X6 104-16d 9200 0.069 E
(2)CMST14 4X8 80-16d 12980 0.052 F
(2)CMST12 6X8 104-16d 18400 0.069 G
D. PLATE SPLICE STRAP SCHEDULE
Straps Alt. Nails pe r top plate splice Allowable Te nsion Loads Re marksTypeGaFasteners
Simpson ST22 16 18-16d 10-16d sinker 1420 A
Simpson ST6224 16 28-16d 16-16d sinker 2540 B
Simpson ST6236 14 40-16d 22-16d sinker 3845 C
Simpson MST37 12 42-16d 24-16d sinker 5080 D
Simpson MSTC52 16 62-16d 32-16d sinker 5649 E
Simpson MST60 10 68-16d 36-16d sinker 6730 F
Simpson CMST12x72"12 74-16d 42-16d sinker 9215 G
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
10
901 E Myrtle St Unit# 2 -
1011181606/27/2024
OVERTURNING LOAD COMBINATIONS
(De sign Code : 2022 CBC)
ULIFT DOWN
1. 0.6D - 0.6W 1. D + 0.6W
2. (0.6 - 0.14Sds)D - 0.7ρE 2. D + 0.75(L + Lr + 0.6W)
3. D + 0.75(L + S + 0.6W)
4. (1+0.105Sds)D + 0.75(L + S + 0.7ρE)
5. (1+0.14Sds)D + 0.7ρE
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
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:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
11
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE A 1st Floor Passe d
Exterior Wall Drection X Location:(1.14, -15.85)
Loads
SECTION D3X_ROOF: W=468 LB, E=692 LB (14.75ft)
SECTION D2X_ROOF: W=1005 LB, E=951 LB (24.25ft)
Wall Self-Weight Seismic = 635 LB
Strap
She arwall De sign USE TYPE: SW2
Total Length (ft): 54.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 184 346 380 532 380 SW2
Ov e rturning Force s
Pane l
Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 1910 2766 680 226 0 0 0 1910 2766
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 3285 3854 HDU4/4X4 0.72/0.50 3285 3854 HDU4/4X4 0.72/0.50 1.694 2.400
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
12
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE B 1st Floor Passe d
Exterior Wall Drection X Location:(1.14, -1.12)
Loads
SECTION D3X_ROOF: W=476 LB, E=704 LB (15ft)
SECTION D2X_ROOF: W=1025 LB, E=971 LB (24.75ft)
Wall Self-Weight Seismic = 433 LB
Strap
She arwall De sign USE TYPE: SW2
Total Length (ft): 51.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 188 326 380 532 380 SW2
Ov e rturning Force s
Pane l
Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 1947 2605 680 226 0 0 0 1947 2605
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 3076 3645 HDU4/4X4 0.67/0.48 3076 3645 HDU4/4X4 0.67/0.48 1.593 2.400
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
13
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE C 1st Floor Passe d
Exterior Wall Drection X Location:(30.49, 5.96)
Loads
SECTION D1X_ROOF: W=787 LB, E=313 LB (19ft)
SECTION D2X_ROOF: W=404 LB, E=383 LB (9.75ft)
Wall Self-Weight Seismic = 181 LB
Strap
She arwall De sign USE TYPE: SW2
Total Length (ft): 22.00 Total panel Length (ft): 4.68 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 2.43 7.40 3.05 255 232 380 462 330 SW2 (2)
B 2.25 7.40 3.29 255 232 380 446 319 SW2 (2)
Ov e rturning Force s
Pane l Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 207 226 0 0 0 2893 2029 207 226 0 0 0 2893 2029
B 191 226 0 0 0 2925 2051 191 226 0 0 0 2925 2051
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 2.43 10.00 2769 3119 HDU2/4X4 0.90/0.41 2769 3119 HDU2/4X4 0.90/0.41 2.003 2.400
B 2.25 10.00 2810 3151 HDU2/4X4 0.91/0.41 2810 3151 HDU2/4X4 0.91/0.41 2.141 2.400
(2) Tension on strap = 2215 < 3300x2 = 6000 Use (2)ST6236 Each Post. See detail on plan for more information.
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
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:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
14
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE D 1st Floor Passe d
Exterior Wall Drection X Location:(30.49, 19.72)
Loads
SECTION D1X_ROOF: W=694 LB, E=276 LB (16.75ft)
Wall Self-Weight Seismic = 75 LB
USE STANDARD SIM PSON HIGH STRONG WALL WOOD SHEARWALL
Total Length (ft): 10.00 Total panel Length (ft): 1.00 ρ = 1.3
No. of Pane l M ode l Wind She ar (lbs)Se ismic She ar (lbs)De fle ction (in)
Dist. She ar Allow. She ar Dist. She ar Allow. She ar Wind Se ismic Allow.
1 WSWH12x10 694 900 434 700 0.517 0.31 2.4
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
15
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE E 1st Floor Passe d
Exterior Wall Drection X Location:(0.00, 0.00)
Loads
SECTION D1X_ROOF: W=217 LB, E=87 LB (5.25ft)
Wall Self-Weight Seismic = 13 LB
She arwall De sign USE TYPE: SW1
Total Length (ft): 10.00 Total panel Length (ft): 0.00 ρ = 1.0
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
Ov e rturning Force s
Pane l
Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
16
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Seismic Calcs Date: 2/29/2024
LINE E : Timber Frames
Lateral Load is imported from Wood Frame Analysis
(R = 6.5, p = 1.3, ASD Method)
ww =0.217 kip
Ew =0.099 kip
Lateral Load is increased ( Timber Frames )
(R = 1.5, p = 1.3, LRFD Method)
W w 0.217
0.6 0.6
Ew x 6.5 0.099 x 6.5
1.5 x 0.7 1.5 x 0.7
Total load on Each Cant. Column
0.36
2
0.47
2
W=
E =
W=
E =
=
=
=
=
0.18 kip
0.24 kip
=
=
0.36
0.47
kip
kip
17
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 .(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE E
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
.Code References
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Wood Section Name 6x6Analysis Method :
9Overall Column Height ft
Load Resistance Factor Design
( Used for non-slender calculations )Allow Stress Modification Factors
End Fixities Top Free, Bottom Fixed
Wood Species Douglas Fir-Larch
Wood Grade No.1
Fb +1,200.0
1,200.0 psi
1,000.0
625.0
170.0
825.0
31.210
psi Fv psi
Fb -Ft psi
Fc - Prll psi
psi
Density pcf
Fc - Perp
E : Modulus of Elasticity . . .
1,600.0
580.0
1,600.0
580.0
Cfu : Flat Use Factor 1.0
Cf or Cv for Tension 1.0
Use Cr : Repetitive ?
Kf : Built-up columns 1.0 NDS 15.3.2
Exact Width 5.50 in
Exact Depth 5.50 in
Area 30.250 in^2
Ix 76.255 in^4
Iy 76.255 in^4
Wood Grading/Manuf.Graded Lumber
Wood Member Type Sawn
Ct : Temperature Factor 1.0
Cf or Cv for Compression 1.0
1,600.0
Axial
Cm : Wet Use Factor 1.0
Cf or Cv for Bending 1.0
x-x Bending y-y Bending
ksi No
Minimum
Basic
Y-Y (depth) axis :
X-X (width) axis :
Unbraced Length for buckling ABOUT X-X Axis = 9 ft, K = 2.1
Unbraced Length for buckling ABOUT Y-Y Axis = 9 ft, K = 2.1
Brace condition for deflection (buckling) along columns :
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Column self weight included : 59.006 lbs * Dead Load Factor
AXIAL LOADS . . .
Axial Load at 9.0 ft, D = 0.1720, Lr = 0.1390 k
BENDING LOADS . . .
Lat. Point Load at 9.0 ft creating Mx-x, W = 0.180, E = 0.240 k
.DESIGN SUMMARY
PASS
PASS
Max. Axial+Bending Stress Ratio =0.3708
Location of max.above base 0.0 ft
Applied Axial 0.3247 k
Applied Mx -2.160 k-ft
Load Combination +1.405D+E
Load Combination +0.6946D-E
Bending & Shear Check Results
Maximum Shear Stress Ratio =
Applied Design Shear 11.901 psi
367.20Allowable Shear psi
0.02161 : 1 Bending Compression Tension
LRFD - Format Conversion factor 2.541 2.400 2.700
LRFD - Resistance factor 0.850 0.900 0.800Location of max.above base 0.0 ft
: 1
At maximum location values are . . .
Applied My 0.0 k-ft
Maximum SERVICE Lateral Load Reactions . .
Top along Y-Y 0.0 k Bottom along Y-Y 0.240 k
Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla Comp + Mxx, NDS Eq. 3.9-3
Maximum SERVICE Load Lateral Deflections . . .
Along Y-Y 0.8218 in at 9.0 ft above base
for load combination :E Only
Along X-X 0.0 in at 0.0 ft above base
Fc : Allowable 402.161 psi
Other Factors used to calculate allowable stresses . . .
for load combination :n/a
.
Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCLambdaLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus
Load Combination Results
+1.20D+0.50Lr 0.800 PASS PASS0.0 0.0 0.0 ft0.230 ft0.02888
+1.20D 0.800 PASS PASS0.0 0.0 0.0 ft0.230 ft0.02309
+1.20D+1.60Lr 0.800 PASS PASS0.0 0.0 0.0 ft0.230 ft0.04161
+1.20D+1.60Lr+0.50W 0.800 PASS PASS0.0 0.01013 0.0 ft0.230 ft0.1777
+1.20D+1.60Lr-0.50W 0.800 PASS PASS0.0 0.01013 0.0 ft0.230 ft0.1777
+1.20D+0.50W 0.800 PASS PASS0.0 0.01013 0.0 ft0.230 ft0.1733
+1.20D-0.50W 0.800 PASS PASS0.0 0.01013 0.0 ft0.230 ft0.1733
+1.20D+0.50Lr+W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2789
+1.20D+0.50Lr-W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2789
18
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 .(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE E
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCLambdaLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus
Load Combination Results
+1.20D+W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2770
+1.20D-W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2770
+0.90D+W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2753
+0.90D-W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2753
+1.405D+E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3708
+1.405D-E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3708
+0.6946D+E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3654
+0.6946D-E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3654
.
k k-ft
Note: Only non-zero reactions are listed.
Load Combination
X-X Axis Reaction Y-Y Axis Reaction Axial Reaction
@ Base @ Top @ Base@ Base @ Top
Maximum Reactions
@ Base @ Base@ Top @ Top
My - End Moments Mx - End Moments
D Only 0.231
+D+Lr 0.370
+D+0.750Lr 0.335
+D+0.60W 0.2310.108 0.972
+D-0.60W 0.231-0.108 -0.972
+D+0.750Lr+0.450W 0.3350.081 0.729
+D+0.750Lr-0.450W 0.335-0.081 -0.729
+D+0.450W 0.2310.081 0.729
+D-0.450W 0.231-0.081 -0.729
+0.60D+0.60W 0.1390.108 0.972
+0.60D-0.60W 0.139-0.108 -0.972
+D+0.70E 0.2310.168 1.512
+D-0.70E 0.231-0.168 -1.512
+D+0.5250E 0.2310.126 1.134
+D-0.5250E 0.231-0.126 -1.134
+0.60D+0.70E 0.1390.168 1.512
+0.60D-0.70E 0.139-0.168 -1.512
Lr Only 0.139
W Only 0.180 1.620
-W -0.180 -1.620
E Only 0.240 2.160
E Only * -1.0 -0.240 -2.160
.Maximum Deflections for Load Combinations
Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance
D Only 0.0000 0.000 0.000ftftinin0.000
+D+Lr 0.0000 0.000 0.000ftftinin0.000
+D+0.750Lr 0.0000 0.000 0.000ftftinin0.000
+D+0.60W 0.0000 0.370 9.000ftftinin0.000
+D-0.60W 0.0000 -0.370 9.000ftftinin0.000
+D+0.750Lr+0.450W 0.0000 0.277 9.000ftftinin0.000
+D+0.750Lr-0.450W 0.0000 -0.277 9.000ftftinin0.000
+D+0.450W 0.0000 0.277 9.000ftftinin0.000
+D-0.450W 0.0000 -0.277 9.000ftftinin0.000
+0.60D+0.60W 0.0000 0.370 9.000ftftinin0.000
+0.60D-0.60W 0.0000 -0.370 9.000ftftinin0.000
+D+0.70E 0.0000 0.575 9.000ftftinin0.000
+D-0.70E 0.0000 -0.575 9.000ftftinin0.000
+D+0.5250E 0.0000 0.431 9.000ftftinin0.000
+D-0.5250E 0.0000 -0.431 9.000ftftinin0.000
+0.60D+0.70E 0.0000 0.575 9.000ftftinin0.000
+0.60D-0.70E 0.0000 -0.575 9.000ftftinin0.000
Lr Only 0.0000 0.000 0.000ftftinin0.000
W Only 0.0000 0.616 9.000ftftinin0.000
-W 0.0000 -0.616 9.000ftftinin0.000
E Only 0.0000 0.822 9.000ftftinin0.000
E Only * -1.0 0.0000 -0.814 8.940ftftinin0.000
.
19
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 .(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE E
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Sketches
20
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE 1 1st Floor Passe d
Exterior Wall Drection Y Location:(1.14, -15.85)
Loads
SECTION D3Y_ROOF: W=1246 LB, E=877 LB (29.25ft)
Wall Self-Weight Seismic = 168 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 15.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 156 163 260 364 260 SW1
Ov e rturning Force s
Pane l Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 1617 1305 680 226 0 0 0 1617 1305
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 1386 1955 HDU2/4X4 0.45/0.26 1386 1955 HDU2/4X4 0.45/0.26 1.028 2.400
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
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Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
21
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE 2 1st Floor Passe d
Exterior Wall Drection Y Location:(30.49, -1.42)
Loads
SECTION D1Y_ROOF: W=322 LB, E=269 LB (9.75ft)
SECTION D2Y_ROOF: W=727 LB, E=872 LB (22ft)
SECTION D3Y_ROOF: W=1268 LB, E=892 LB (29.75ft)
Wall Self-Weight Seismic = 259 LB
Strap
She arwall De sign USE TYPE: SW2
Total Length (ft): 26.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 290 363 380 532 380 SW2
Ov e rturning Force s
Pane l Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 3006 2895 680 226 0 0 0 3006 2895
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 3453 4022 HDU4/4X4 0.76/0.53 3453 4022 HDU4/4X4 0.76/0.53 1.776 2.400
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
22
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE 3 1st Floor Passe d
Exterior Wall Drection Y Location:(40.10, 8.33)
Loads
SECTION D1Y_ROOF: W=330 LB, E=276 LB (10ft)
Wall Self-Weight Seismic = 139 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 11.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 41 62 260 364 260 SW1
Ov e rturning Force s
Pane l Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 429 496 680 226 0 0 0 429 496
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 335 904 HDU2/4X4 0.11/0.12 335 904 HDU2/4X4 0.11/0.12 0.353 2.400
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
23
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SW_LINE 4 1st Floor Passe d
Exterior Wall Drection Y Location:(52.48, -15.85)
Loads
SECTION D2Y_ROOF: W=727 LB, E=872 LB (22ft)
Wall Self-Weight Seismic = 296 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 16.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 91 179 260 364 260 SW1
Ov e rturning Force s
Pane l Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 943 1426 680 226 0 0 0 943 1426
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 1543 2112 HDU2/4X4 0.50/0.28 1543 2112 HDU2/4X4 0.50/0.28 1.129 2.400
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
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:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
24
901 E Myrtle St Unit# 2 -
1011181606/27/2024
LOAD COMBINATIONS
(Load Standard: ASCE 7-16)
id Load case De ad Sds*De ad Liv e Roof
Liv e Snow Wind Se ismic Dire ction
Load
Dur ation
Factor CD
1 D 1 0.9
2 D + L 1 1 1
3 D + Lr 1 1 1.25
4 D + S 1 1 1.15
5 D + 0.75L + 0.75Lr 1 0.75 0.75 1.25
6 D + 0.75L + 0.75S 1 0.75 0.75 1.15
7 D + 0.6W (N)1 0.6 N_S 1.6
8 D + 0.6W (S)1 0.6 S_N 1.6
9 D + 0.6W (E)1 0.6 E_W 1.6
10 D + 0.6W (W)1 0.6 W_E 1.6
11 D + 0.75(0.6W) (N) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 N_S 1.6
12 D + 0.75(0.6W) (S) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 S_N 1.6
13 D + 0.75(0.6W) (E) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 E_W 1.6
14 D + 0.75(0.6W) (W) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 W_E 1.6
15 D + 0.75(0.6W) (N) + 0.75L + 0.75S 1 0.75 0.75 0.45 N_S 1.6
16 D + 0.75(0.6W) (S) + 0.75L + 0.75S 1 0.75 0.75 0.45 S_N 1.6
17 D + 0.75(0.6W) (E) + 0.75L + 0.75S 1 0.75 0.75 0.45 E_W 1.6
18 D + 0.75(0.6W) (W) + 0.75L + 0.75S 1 0.75 0.75 0.45 W_E 1.6
19 0.6D + 0.6W (N)0.6 0.6 N_S 1.6
20 0.6D + 0.6W (S)0.6 0.6 S_N 1.6
21 0.6D + 0.6W (E)0.6 0.6 E_W 1.6
22 0.6D + 0.6W (W)0.6 0.6 W_E 1.6
23 (1.0 + 0.14Sds)D + 0.7ΩE (N)1 0.14 0.7 N_S 1.6
24 (1.0 + 0.14Sds)D + 0.7ΩE (S)1 0.14 0.7 S_N 1.6
25 (1.0 + 0.14Sds)D + 0.7ΩE (E)1 0.14 0.7 E_W 1.6
26 (1.0 + 0.14Sds)D + 0.7ΩE (W)1 0.14 0.7 W_E 1.6
27 (1.0 + 0.105Sds)D + 0.525ΩE (N) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 N_S 1.6
28 (1.0 + 0.105Sds)D + 0.525ΩE (S) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 S_N 1.6
29 (1.0 + 0.105Sds)D + 0.525ΩE (E) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 E_W 1.6
30 (1.0 + 0.105Sds)D + 0.525ΩE (W) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 W_E 1.6
31 (0.6 - 0.14Sds)D + 0.7ΩE (N)0.6 -0.14 0.7 N_S 1.6
32 (0.6 - 0.14Sds)D + 0.7ΩE (S)0.6 -0.14 0.7 S_N 1.6
33 (0.6 - 0.14Sds)D + 0.7ΩE (E)0.6 -0.14 0.7 E_W 1.6
34 (0.6 - 0.14Sds)D + 0.7ΩE (W)0.6 -0.14 0.7 W_E 1.6
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
25
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Be am ID: RR1
Section type:Douglas Fir-Larch No.2
Section name:2x8
Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180
E (psi): 1600000 Lu (ft): 0
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 53.4PLF =2.67 x (20+20)/2 @ 0' to 10.75'
SELF WEIGHT 2.55PLF From 0' to 10.75'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 157 0 144 0 0 0 0 0 301/0
2 157 0 144 0 0 0 0 0 301/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)808 5.38 1478 55 1.25
Shear (lbs)265 0 1631 16 1.25
Live Deflection 0.105 5.38 0.358 29 -
Total Deflection 0.221 5.38 0.538 41 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
Be am ID: CJ1
Section type:Douglas Fir-Larch No.2
Section name:2x6
Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180
E (psi): 1600000 Lu (ft): 0
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Ceiling 21.36PLF =2.67 x (6+10)/2 @ 0' to 14'
SELF WEIGHT 1.93PLF From 0' to 14'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 70 0 93 0 0 0 0 0 163/0
2 70 0 93 0 0 0 0 0 163/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)571 7 922 62 1.25
Shear (lbs)152 0 1238 12 1.25
Live Deflection 0.347 7 0.467 74 -
Total Deflection 0.605 7 0.7 86 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
26
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Be am ID: 1
Section type:Douglas Fir-Larch No.2
Section name:4x8
Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180
E (psi): 1600000 Lu (ft): 8.42
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Wall_Ex 76.5PLF =4.5 x 17 @ 0' to 8.42'
Load_Roof 60PLF =3 x (20+20)/2 @ 0' to 8.42'
SELF WEIGHT 5.95PLF From 0' to 8.42'
Factors:
Ct = 1 Cm = 1 CL = 0.99 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 473 0 126 0 0 0 0 0 600/0
2 473 0 126 0 0 0 0 0 600/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)997 4.21 2664 37 0.9
Shear (lbs)402 0 2741 15 0.9
Live Deflection 0.019 4.21 0.281 7 -
Total Deflection 0.091 4.21 0.421 22 -
Passe d
Max Moment: D
Max Shear: D
Max Deflection: D + Lr
Be am ID: 2
Section type:Douglas Fir-Larch No.1
Section name:6x6
Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170
E (psi): 1600000 Lu (ft): 5.08
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 235PLF =11.75 x (20+20)/2 @ 0' to 5.08'
SELF WEIGHT 7.09PLF From 0' to 5.08'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 316 0 298 0 0 0 0 0 615/0
2 316 0 298 0 0 0 0 0 615/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)781 2.54 3889 20 1.25
Shear (lbs)497 5.08 4285 12 1.25
Live Deflection 0.014 2.54 0.169 8 -
Total Deflection 0.030 2.54 0.254 12 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
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:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
27
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Be am ID: 3
Section type:Douglas Fir-Larch No.1
Section name:6x6
Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170
E (psi): 1600000 Lu (ft): 9.28
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 60PLF =3 x (20+20)/2 @ 0' to 9.28'
SELF WEIGHT 7.09PLF From 0' to 9.28'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 172 0 139 0 0 0 0 0 311/0
2 172 0 139 0 0 0 0 0 311/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)722 4.64 3880 19 1.25
Shear (lbs)281 0 4285 7 1.25
Live Deflection 0.041 4.64 0.309 13 -
Total Deflection 0.092 4.64 0.464 20 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
Be am ID: 4
Section type:Ve rsa Lam 3100
Section name:3 1/2x11 7/8
Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285
E (psi): 2000000 Lu (ft): 0
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 425PLF =21.25 x (20+20)/2 @ 0' to 14.4'
Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 14.4'
SELF WEIGHT 9.74PLF From 0' to 14.4'
Factors:
Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 1696 0 1626 0 0 0 0 0 3322/0
2 1696 0 1626 0 0 0 0 0 3322/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)11958 7.2 26563 45 1.25
Shear (lbs)3322 14.4 9871 34 1.25
Live Deflection 0.224 7.2 0.48 47 -
Total Deflection 0.457 7.2 0.72 63 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
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:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
28
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Project: COLAR TIE
Location: CT1
page
of
StruCalc 9.0
StruCalc Version 10.0.1.5 4/5/2022 12:54:40 AM
Collar Tie
[2015 International Building Code(2015 NDS)]
1.5 IN x 7.25 IN x 12.0 FT (11 + 1) @ 16 O.C.
#2 - Douglas-Fir-Larch - Dry Use
1.5 x 5.5 Solid Sawn Lumber with minimum Ft = 575
Section Adequate By: 72.8%
Controlling Factor: Deflection
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
0.14
0.14
0.28
IN L/1011
in
IN L/505
Center
-0.04
-0.04
-0.08
IN 2L/622
in
IN 2L/312
Right
RAFTER REACTIONS
Lower Live Load @ A & B
Lower Dead Load @ A & B
Lower Total Load @ A & B
Collar Tie Tension
LOADS
253
253
506
plf
plf
plf
REACTIONS
337
337
674
924
lb
lb
lb
lb
RAFTER SUPPORT DATA
Bearing Length
B
0.72 in
RAFTER DATA
Span Length
Unbraced Length-Bottom
Rafter Pitch
Collar Tie Location
Roof Duration Factor
Peak Notch Depth
Base Notch Depth
11
11.6
4
4.07
1.15
0.00
0.00
ft
ft
Interior
:12
ft
1
1.05
ft
ft
Eave
MATERIAL PROPERTIES
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
5.502 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from right support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.15 CF=1.20 Cr=1.15
Fv =
Cd=1.15
E =
Fc - ┴ =
843 ft-lb
-266 lb
900
180
1600
625
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
1428
207
1600
625
psi
psi
ksi
psi
Adjusted
7.08
1.93
27.56
843
-266
in3
in2
in4
ft-lb
lb
Req'd
13.14
10.88
47.63
1564
1501
in3
in2
in4
ft-lb
lb
Provided
RAFTER LOADING
Uniform Floor Loading
Roof Live Load:
Roof Dead Load:
Slope Adjusted Spans And Loads
Interior Span:
Eave Span:
Rafter Live Load:
Eave Live Load:
Rafter Dead Load:
Rafter Total Load:
Eave Total Load:
LL =
DL =
L-adj =
L-Eave-adj =
wL-adj =
wL-Eave-adj =
wD-adj =
wT-adj =
wT-Eave-adj =
20
20
11.6
1.05
24
24
25
49
49
psf
psf
ft
ft
plf
plf
plf
plf
plf
LOADING DIAGRAM
1 ft 11 ft
4.07 ft
22 ft
0.23 ft
COLLAR TIE DESIGN
1.5 x 5.5 Solid Sawn Lumber with minimum Ft = 575
Tension Parallel to Grain
Collar Tie Location
Collar Tie Tension
Collar Tie Capacity
Nailing Required @ Both Ends
16d Common
16d Sinker
16d Box
Ft =
Cd=1.15 Cf=0.00
575
4.07
924
8183
6 Nails
7 Nails
8 Nails
psi
ft
lb
lb
Base Values
Ft' = 992 psi
Adjusted
29
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Weight of Footing
Load_Roof
Wall_Ex
Footing/Pad ID: CF1 Continuous Footing
Soil Bearing: SB = 2400 PSF Post with parallel to footing: Bp = 3.5 in
Loads:
225.00 PLF = 150 x 1.00' x 1.50'
490PLF =24.5 x (20+20)/2
153PLF =9 x 17
Design Footing:
Total Weight: Wtotal = 868 PLF
Footing Width Required: Bf = Wtotal / SB = 868/2400 x 12 = 4.34 in
USE 12" WIDE X 18" DEEP Continuous Footing with #4 Cont. @ T & B (U.N.O)
vG23.06.30
:
:
:
:
Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023 901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 1 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
GENERAL INFORMATION
01 Project Name 901 E Myrtle St - Unit 2 ADU
02 Run Title Title 24 Analysis
03 Project Location 901 E Myrtle St
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92701 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)270
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 2
14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)791 19 Glazing Percentage (%)9.55%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 2 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
ENERGY DESIGN RATINGS
Energy Design Ratings Compliance Margins
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Standard Design 38.2 37.5 27.9
Proposed Design 37.2 37.5 27.9 1 0 0
RESULT3: PASS
1Efficiency EDR includes improvements like a better building envelope and more efficient equipment
2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries
3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded
•Standard Design PV Capacity: 2.15 kWdc
•PV System resized to 2.15 kWdc (a factor of 2.148) to achieve 'Standard Design PV' PV scaling
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 3 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0.34 1.6 0.46 3.35 -0.12 -1.75
Space Cooling 1.24 26.8 1.2 29.29 0.04 -2.49
IAQ Ventilation 0.45 4.71 0.45 4.71 0 0
Water Heating 2.21 23.33 1.76 19.05 0.45 4.28
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 4.24 56.44 3.87 56.4 0.37 0.04
Photovoltaics -2.98 -89.38 -2.98 -89.16
Battery 0 0
Flexibility
Indoor Lighting 1.04 9.74 1.04 9.74
Appl. & Cooking 6.97 46.95 6.95 46.82
Plug Loads 5.74 58.48 5.74 58.48
Outdoor Lighting 0.21 1.81 0.21 1.81
TOTAL COMPLIANCE 15.22 84.04 14.83 84.09
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 4 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 23.34 22.64 0.7 3
Net EUI2 8.2 7.5 0.7 8.54
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
2.15 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Whole house fan
•Insulation below roof deck
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 5 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Minimum Airflow
•Verified EER/EER2
•Verified SEER/SEER2
•Fan Efficacy Watts/CFM
•Verified HSPF2
•Verified heat pump rated heating capacity
•Duct leakage testing
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
901 E Myrtle St - Unit 2 ADU 791 1 2 1 1 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Living Area Conditioned HVAC System1 791 10 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)
North Wall Living Area R-15 Wall1 0 Left 310 53.33 90
South Wall Living Area R-15 Wall1 180 Right 310 17.25 90
West Wall Living Area R-15 Wall1 270 Front 285 25 90
East Wall Living Area R-15 Wall1 90 Back 91 0 90
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 6 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)
GRG > ADU __Garage__>>Living
Area R-15 Wall n/a n/a 192 0 n/a
Roof Living Area R-38 + R-19 Roof Attic n/a n/a 791 n/a n/a
Roof 2 __Garage__R-0 Roof Attic n/a n/a 305 n/a n/a
North Wall 2 __Garage__R-0 Wall 0 Left 100 64 90
South Wall 2 __Garage__R-0 Wall 180 Right 100 0 90
East Wall 2 __Garage__R-0 Wall 90 Back 192 0 90
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic __Garage__Attic Garage Roof Cons Ventilated 4 0.1 0.85 No No
Attic Living Area Attic RoofLiving Area Ventilated 4 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
D-5068 Window North Wall Left 0 1 33.33 0.3 NFRC 0.23 NFRC Bug Screen
WA-5040 Window North Wall Left 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen
WB-2620 Window South Wall Right 180 1 5 0.3 NFRC 0.23 NFRC Bug Screen
WC-3636 Window South Wall Right 180 1 12.25 0.3 NFRC 0.23 NFRC Bug Screen
WB-2620 2 Window West Wall Front 270 1 5 0.3 NFRC 0.23 NFRC Bug Screen
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 7 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D1-3068 West Wall 20 0.5
D7-8080 North Wall 2 64 1
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade Living Area 791 150 none 0 80%No
Slab-on-Grade 2 __Garage__305 50 none 0 0%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Exterior Finish: 3 Coat Stucco
R-15 Wall1 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
R-15 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Other Side Finish: Gypsum Board
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 8 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
Attic Garage Roof Cons Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Attic RoofLiving Area Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-6.0 insul.
R-0 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / None 0.481 Cavity / Frame: no insul. / 2x4
Inside Finish: Gypsum Board
R-38 + R-19 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025
Over Ceiling Joists: R-28.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 9 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem
PROPH40 T2
RH37530 (40 gal,
JA13)
TankZone __Garage____Garage__
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC System1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 HVAC Fan 1 Air Distribution
System 1 Setback
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1 Central split HP 1 HSPF2 9.5 36000 24000 EER2SEER2 18 12.5 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 10 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Required 450 Required Required No Yes Yes Yes
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name Type Design Type
Duct Ins. R-value Duct Location Surface Area
Bypass Duct Duct Leakage HERS Verification
Supply Return Supply Return Supply Return
Air Distribution
System 1
Unconditioned
attic Non-Verified R-8 R-8 Attic Attic n/a n/a No Bypass Duct Sealed and Tested Air Distribution
System 1-hers-dist
HVAC DISTRIBUTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Duct Leakage
Verification
Duct Leakage
Target (%)
Verified Duct
Location
Verified Duct
Design Buried Ducts Deeply Buried
Ducts
Low-leakage Air
Handler
Low Leakage
Ducts Entirely in
Conditioned
Space
Air Distribution
System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 11 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Required 0.45
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam IAQVentRpt 46 0.35 Exhaust No n/a / n/a No Yes
COOLING VENTILATION
01 02 03 04 05 06 07 08 09
Name Airflow Rate
(CFM/ft2)Cooling Vent CFM Cooling Vent
Watts/CFM Total Watts Number of Fans CFVCS Type Exhausts to HERS Verification
Whole House Fan 1.5 1186.5 0.14 166.11 1 Not a CFVCS Attic
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2023-12-19T15:57:49+07:00 (Page 12 of 12)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-12-19 00:58:59
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
901 E Myrtle St Unit# 2 -
1011181606/27/2024
Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800
PLB-02 CPC 2022
1" MINIMUM FROM COMBUSTIBLES
Applicable Codes:
1.2022 California Plumbing Code (CPC)
2.2022 California Mechanical Code (CMC)
3.2022 California Energy Code (Title24, Part 6)
4.2022 California Building Code (CBC)
5.Santa Ana Municipal Code
6.City of Santa Ana Citywide Design Guidelines APPROVED RIGID METALBRACKET
INTO THE BLDG.
THE PLANNING DIVISION FOR SHED SUBMIT A SITE PLAN SHOWING EXACT OF THE SHED ON THE PLANNING DIVISION’S IS REQUIRED PRIOR TO THE
AND ANY COMBUSTIBLE MATERIAL
SHUT-OFF VALVE
U.L. LISTED B-VENT (DBL-WALL)
VENT CONNECTOR PIPE APPROVED
THE DISCHARGE PIPE NO 24"OR LESS THAN 6"ABOVE DO NOT REDUCE PIPE DRAINLINE SHALL BE METAL WATER HEATER INS- (IN-HOUSE OR GARAGE) SHALL EXTEND TO EXTERIOR 1/4"PER FOOT DRAIN LINE
APPLIANCE VALVE WITH FLEX-CONNECTOR,LENGTH36"
SHALL BE RESPONSIBLE FOR THE ACTUAL DESIGN OF EARTHQUAKE
FIELD INSPECTOR
LOCATED IN GARAGE THAN ALL BURNERS AND IGNITION DEVICESMUST BE AT LEAST 18" ABOVE THE FLOOR. REFER TO NOTES ON PAGE 4 OF 4.
Rev: 12/28/22 Page 1 of 4
MINIMUM 5'-0"
4'
-0"
MI
N
I
M
U
M
Tankless water heater requirements on reverse side
CITY OF SANTAANA& B
It is unlawful for a person to install, remove, or replace or cause to be installed, removed, or replaced
a water heater without first obtaining a permit from the City.
901 E Myrtle St Unit# 2 -
1011181606/27/2024
SNUG SPACER REQUIRED BETWEEN THE WATER
INSULATION BLANKET, LEAVE
WRAPPED AROUND TANK AND SNUG SPACER PROVIDED BETWEEN THE WATER HEATER ANDWALL, WITHIN UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. SCREW WITH WASHER (FOR CONCRETE WALLS,SUBSTITUTE 1/4" EXPANSION BOLTS
HEATER THAT IS ADJACENT TO A WALL. TANK FEET NEED TO BE BOLTED TO THE FLOOR AND THE HEATER HOOKED
STEEL 2X4 TO CREATE SNUG FIT BETWEEN
OF BRACING FOR
Tankless water heaters are becoming a popular, energy-efficient
replacement for standard tank-type heater. When installing a
tankless water heater there are many things to consider.
CAUTION: Manufacturer’s installation instructions often
require special venting materials and specific
installation practices.
NOTE: Most installations require larger combustion air
openings/ducts to be installed.
BEWARE: Typical tankless water heater gas demands
require gas pipe sizes to be significantly
increased or additional dedicated piping, from
the gas meter to the water heater, to be installed.
The following items will need to be provided to the inspector at
the time of the initial water heater inspection:
1.Water heater and venting material manufacturers’
installation instructions.
2.Calculations/drawings for the increased gas
demand.
TANKLESS WATER HEATERS
901 E Myrtle St Unit# 2 -
1011181606/27/2024
CITY OF SANTA ANA CITYWIDE DESIGN GUIDELINES
Figure 6-49: Locate accessory structures to the rear of a property
1. Mechanical equipment such as air-condition units, utility meters, transformers, water heaters, satellitedishes, etc. may not be located on the front elevation.
On new homes or when additions are proposed, water heaters should be located within a building'sfoot print.
Water heater enclosures are discouraged. When used, enclosures should be architecturallycompatible with the primary structure and fully enclosed.
Solar panels should not directly face to the street and should be installed in recesses into the roofstructure whenever possible. Solar panels should be fully integrated into the roof structure.
When possible, consider the installation of solar panels on accessory structures, patios or ground
Figure 6-50: Water heater enclosures should be architecturally compatible with the house.
APPROPRIATE INAPPROPRIATE
Street Street
APPROPRIATE INAPPROPRIATE
901 E Myrtle St Unit# 2 -
1011181606/27/2024
NOTES: CPC Installation in Residential Garages
(1)Gas utilization equipment inresidential garages and in adjacentspaces that open to the garage andare not part of the living space of adwelling unit shall be installed sothat all burners and burner-ignitiondevices are located not than less18 inches above the floor unlesslisted as flammable vapor ignition
protected so it is not subject tophysical damage by a moving
separate, enclosed space havingaccess from only out-side of thegarage, such equipment may beinstalled at floor level, providing therequired combustion air is taken
be provided and installed in
901 E Myrtle St Unit# 2 -
1011181606/27/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
901 E Myrtle St Unit# 2 -
1011181606/27/2024
2%
W
G
5%
5%
5%
5%
2%
2%
2%
5%
2%
2%
5%
5%
2%
2%
2%
5%5%
5%
5%
2%
2%
2%
2%
W
G
5%
5%
5%
5%
2%
2%
2%
5%
2%
2%
5%
5%
2%
2%
2%
G
W
2%
2%
2%
5%
2%
5%
5%
5%2%
2%
2%
1
(N) ELECTRICAL SUB-PANEL 200 AMP WITH 225 AMP BUS RATING FOR ADU
2 PERIMETER FENCE / BLOCK WALL
4
5
6
7
8
9
10
11
12
(E) WALK WAY
LANDSCAPE
(E) TREE
(N) CONSUMER TANK WITH/ HEAT PUMP
(E) GATE
17
(N) HEAT PUMP UNIT ON 3''. THK CONCRETE PAD
(E) MAIN HOUSE ELECTRICAL PANEL V.I.F
(E) WATER METER
(N) ELECTRICAL METER FOR ADU
(E) GAS METER V.I.F
3
ROOF LINE ABOVE
(N) LANDING
18
(N) GAS METER
(N) WATER METER (1" MINIMUM PER CITY REQUIREMENTS)
(E) A/C UNIT V.I.F
(E) POST
13
14
15
16
19 WOOD POST, SIZE PER STRUCT
20
21
1-HR FIRE RESISTANT EAVE PROJECTION SEE DETAIL 05/AD.20 & 02/AD.20
PROVIDE 2-2X FULL HEIGHT FIRE BLOCKING FROM TOP PLATE TO UNDERSIDE
OF EXISTING ROOF SHEATHING, NO VENT HOLE ALLOWED.
22 1-HR FIRE RATED WALL, SEE SHEET 02/AD20 FOR DETAIL.
23 (N) DRIVE WAY
DRAINAGE DIRECTION AND SLOPE
PROPERTY LINE CORNER POINTS AND ELEVATION DATUM
#KEYNOTE CALLOUTS
EXISTING TO BE REMAINED AND NEW CONSTRUCTION
EXISTING TO BE DEMOLISHED
F.S.D
F.S.L
FIRE SEPARATION DISTANCE
FIRE SEPARATION LINE (IMAGINARY PROPERTY LINE)
1. DEMOLITION CONTRACTOR SHALL RELOCATE REUSABLE MATERIALS TO
DESIGNATED SALVAGE AREA, NON-USABLE MATERIALS SHALL BE PLACED
APPROPRIATELY IN REFUSE BIN AND SHALL BE COVERED AT NIGHT AND
DURING RELATIVE HIGH WINDS, RAIN, ETC...REFUSE BIN SHALL BE COVERED
DURING TRANSFER TO AND FROM DUMP SITE. CONTRACTOR TO BE LIABLE
FOR REFUSE SPILLING. ALL DEBRIS TO BE HAULED AWAY AND CLEAN-UP
SHALL BE COMPLETED TO BROOM FINISH. EXISTING MATERIALS AND/OR
STRUCTURE TO REMAIN SHALL BE PROTECTED FROM DUST, PAINT CHIPPING,
ETC..., BY USE OF PLASTIC OR WHATEVER IS REQUIRED FOR PROPER
PROTECTION. EXISTING STRUCTURES SHALL HAVE BRACING AND SHORING
AS REQUIRED TO PROTECT THE EXISTING STRUCTURE. PROVIDE DE-
WATERING FACILITIES FOR CONSTRUCTION AS REQUIRED. COORDINATE AS-
BUILT INFORMATION, STRUCTURAL, ETC. TO DESIGNER/ENGINEER AS
REQUIRED.
2. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS
PROHIBITED. NO SOID WASTE, PETROLEUM BYPRODUCTS, SOIL
PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER
GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER
OR STORM DRAIN SYSTEM.
3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION
FACILITIES (POWER POLES, PULLBOXES,TRANSFORMERS, VAULTS, PUMPS,
VALVES, METERS, PPURTENANCES, ETC.) OR TO THE LOCATION OF THE
HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
4. WHEN UTILITIES METER ALTERATION / RELOCATION OCCUR, INSTALLATION
PROCEDURES SHALL BE VERIFIED AND APPROVED BY THE BUILDING
INSPECTOR PRIOR TO INSTALLATION.
5. ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZED AT ALL
TIMES.
6. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT.
7. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN
REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION.
1. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE
FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE
RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE
CONTAINING THE FUEL GAS PIPING.
2. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED
FOR LOW WATER CONSUMPTION.
3. PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND
APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE.
4. FINAL APPROVAL REQUIRED BY THE PUBLIC WORKS DEPARTMENT FOR
STREET IMPROVEMENTS, CURB CORES, CURB/GUTTERS, ETC. SEPARATE
PUBLIC WORKS PERMIT REQUIRED FOR DRIVEWAYS, APPROACH TO
DRIVEWAY, SEWER LATERALS AND ANY WORK IN RIGHT OF WAY.
5. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE
AND LOCAL CODES AND AMENDMENTS.
6. A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES
WHICH DEFINE PROPERTY LINES, SET BACKS, DESIGNATED PARKLAND OR
STREET RIGHT-OF-WAY.
7. WATER HEATER MUST BE STRAPPED TO WALL.
8. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
9. CONTRACTOR AND/OR OWNER SHALL VERIFY CONSTRUCTION SITE TO
CONFIRM THAT THERE IS NO TRACEOF DEMOLISHED SWIMMING POOL WITHIN
5 FT FROM PROPOSED PERIMETER OF THE CONSTRUCTION SITE. OTHERWISE,
THEY NEED TO SUBMIT SOIL COMPACTION REPORT FROM LICENSED SOIL
ENGINEER TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.
10. SHEARWALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE
STANDARD LISTED IN CH.6 & CH.7 CRC
11. UFER GROUND IS REQUIRED AT NEW ELECTRICAL SERVICE.
12. UNDERGROUND UTILITIES REQUIRED ON SITE PLAN AND SHOW FOR
ELECTRICAL, CABLE TV. AND TELEPHONE
13. ARC FAULT CIRCUIT INTERRUPTION PROTECTION IS REQUIRED FOR ALL BRANCH
CIRCUITS PER 2022 CRC210.12 SHALL BE AFCI PROTECTED
14. BATHROOMS, KITCHEN, GARAGE & OUTSIDE OUTLETS WILL BE GFCI PROTECTED
RECEPTACLE OUTLETS.
15. PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND LAUNDRY ROOMS
WITHOUT OPENABLE WINDOW.
16. GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24" ARC
OF A DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH.3 CRC
17. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE
WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER.
18. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH A
NATURAL LIGHT IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDE
AN AVERAGE ILLUMINATION OF 6 FEET-CANDLES OVER THE AREA OF THE ROOM
AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL.
19. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT
DOCUMENTS, SURVEY THE PROPERTY AND BECOME FAMILIAR WITH THE
EXISTING CONDITIONS AND SCOPE OF WORK. ALL COST SUBMITTED SHALL BE
BASED ON A THROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED.
ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIALS OR
PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ENGINEER
OF RECORD.
20. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALE.
21. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE
OWNER AND THE DESIGNER/ENGINEERS SHALL BE NOTIFIED, IN WRITING,
IMMEDIATELY.
22. VERIFY WITH AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT
ASBESTOS REPORT TO BUILDING DIVISION PRIOR TO DEMOLITION PERMIT
ISSUANCE.
23. WHEN SOLAR PANEL IS REQUIRED, SOLAR PLANS SHALL BE REVIEWED AND
APPROVED BY BUILDING DIVISION PRIOR TO ROOF SHEATHING INSPECTION.
24. FOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOMMODATE A
DEDICATED 208/240-VOLT BRANCH CIRCUIT (40 AMP) COMPLIANCE WITH
SECTION 4.106.4.1
25. THE SERVICE PANEL OR SUB-PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE
OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV
CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE
PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE".
THE PROPOSED PROJECT IS A NEW 799 SF DETACHED ADU, CONSIST OF:
• 2 BEDROOMS, 2 BATHROOMS.
• KITCHEN, DINING, LIVING ROOM.
• 206 SF COVER PATIO, 19 SF LANDING, 66 SF COVER PORCH
• NEW CENTRAL AC, NEW HEATPUMP WATER HEATER, NEW AIR HANDLERS.
• DUAL-GANG METER, 225 APMS SUB-PANEL.
THE CURRENT PREVAILING BUILDING AND CONSTRUCTION CODES ARE AS FOLLOWS:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
REGULATION OF THE STATE AND LOCAL FIRE MARSHALS & CITY ORDINANCE .
SANTA ANA, AMENDMENTS AND MUNICIPAL CODE.
LEGAL JURISDICTION : CITY OF SANTA ANA, CA 92701
THE DESIGN OF THE ACCESSORY DWELLING UNIT SHALL BE ARCHITECTURALLY
COMPATIBLE WITH THE MAIN DWELLING UNIT, WITH ALL DESIGN. THE DESIGN, ROOF
PITCH, DEPTH OF EAVE, COLOR, MATERIAL AND TEXTURE OF THE ROOF SHALL BE
SUBSTANTIALLY THE SAME AS THE MAIN DWELLING UNIT.
PL 56.58'
PL
1
0
0
.
0
2
'
PL
64
.
87
'
PL 14.
28'
PL
3
5
.46'
PL 42.84'
(E)
42'-11 1/2"
(E
)
25
'
-
9
"
(E
)
F
R
O
N
T
S
E
T
B
A
C
K
22
'
-
5
1
/
2
"
(E
)
S
E
T
B
A
C
K
4'
-
1
0
"
(E)
29'-0"
27
'
-
0
"
(E
)
27
'
-
0
"
(E) SETB
A
C
K
8'-1"
(E)
17'-0"
(E)
5'-0"
(E
)
3'
-
0
"
(E)
23'-8"
(E)
21'-0"
(E
)
19
'
-
1
"
(E)
20'-1"
(E) 2- CAR GARAGE
420 SF
SINGLE FAMILY RESIDENCE
1,044 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
STREET CURB &
GUTTER
CENTERLINE OF
STREET
CENTERLINE OF
STREET
(E
)
22
'
-
6
"
(E) POWER POLE
1
2
2
2
8
4 4
4
6
9
9
9
9
3
15
16
7
5
2
9
9
9
9
4
21
2 2
9
(E
)
1'
-
0
"
(E)
18'-8"
(E)
4'-9 1/2"
(E)
1'-0"
(E)
1'-0"
(E)
1'-0"
(E
)
1'
-
0
"
(E)
1'-0"
(E
)
1'
-
0
"
(E) SET BACK
5'-9 1/2"
(E
)
3'
-
1
0
"
(E)
28'-0"
(E
)
1'
-
0
"
(E
)
1'
-
0
"
(E)
19'-3 1/2"
(E
)
22
'
-
9
"
(E
)
4'
-
0
"
(E
)
3'
-
0
"
(E
)
6"
TO
C
E
N
T
E
R
L
I
N
E
30
'
-
0
"
(E
)
20
'
-
0
"
E MYRTLE ST
S
S
T
A
N
D
A
R
D
A
V
E
ALLEY
(E) PORCH
PL 56.58'
PL
1
0
0
.
0
2
'
PL
6
4
.
87
'
PL 14.
28'
PL
3
5
.46'
PL 42.84'
(E
)
1'
-
0
"
(E
)
1'
-
0
"
(E)
1'-0"
(E
)
1'
-
0
"
(E)
1'-0"
(E
)
T
O
C
E
NT
E
R
L
I
N
E
30
'
-
0
"
(E)
42'-11 1/2"
(E
)
25
'
-
9
"
(E
)
F
R
O
N
T
S
E
T
B
A
C
K
22
'
-
5
1
/
2
"
(E
)
S
E
T
B
A
CK
4'
-
1
0
"
(E) 2- CAR GARAGE
420 SF
SINGLE FAMILY RESIDENCE
1,044 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
(E)
1'-0"
(E)
1'-0"
(E
)
1'
-
0
"
TO
C
E
N
T
E
RL
I
N
E
10
'
-
0
"
(E) SETBACK
8'-1"
(E)
17'-0"
(E) TOCENTER LINE
30'-0"
(E) PORCH
STREET CURB &
GUTTER
CENTERLINE OF
STREET
CENTERLINE OF
STREET
(E
)
4'
-
0
"
(E
)
3'
-
0
"
(E
)
6"
(E
)
22
'
-
6
"
(E)
5'-0"
(E
)
3'
-
0
"
(E)
19'-3 1/2"
(E)
23'-8"
(E)
4'-0"
(E)
3'-0"
(E)
6"
(E) POWER POLE
(E
)
19
'
-
1
"
(E)
20'-1"
1
2
2
2
8
44
4
6
9
9
9
9
3
15
16
7
5
2
9
9
9
1'-0"
1'
-
0
"
1'
-
0
"
1'-0"
1'
-
0
"
DI
S
T
A
N
C
E
6'
-
0
"
F.
S
.
D
3'
-
0
"
F.
S
.
D
3'
-
0
"
DISTANCE
5'-0"
20
20
20
4
F.S.L
13'-10"10'-2"
13'-5"
(E) SETBACK
18'-0"
(N) DETACHED ADU - UNIT 2
799 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
(E) SETBACK
5'-9 1/2"
21
22
22
F.
S
.
D
3'
-
0
"
F.
S
.
D
3'
-
0
"
22
2
AD.20
14
(E)
1'-0"
(E)
18'-0"
(E)
4'-9 1/2"
9
9
9
3'
-
1
0
"
41
'
-
0
"
22
9
2
AD.20
19
19
17
13
MIN.
2'-0"
18
23
34
'
-
6
"
10
10
12
11
(E
)
1'
-
0
"
DI
S
T
A
N
C
E
6'
-
0
"
(N) WALKWAY
9
E MYRTLE ST
S
S
T
A
N
D
A
R
D
A
V
E
4'
-
0
"
12'-10"1'-0"
4'-0"
ALLEY
20
9
29'-0"
1'-0"
ADU SETBACK
5'-0"
(N) COVER PATIO
206 SF
19
(N) COVER
PORCH
66 SF
F.S.L (N) LANDING
19 SF
HB
HB
1
1
JURISDICTION HAVING AUTHORITY: CITY OF SANTA ANA, CA 92701
LEGAL DESCRIPTION: N TRACT 2482 BLK, LOT 72
ASSESSORS PARCEL NO. APN: 404-011-11
IN FLOOD ZONE FEMA SHFA'S: FLOOD ZONE X
CONSTRUCTION TYPE: V-B
ZONING: R1 (SINGLE FAMILY RESIDENTIAL)
OCCUPANCY GROUP: R3/U
SPRINKLERS:
EXISTING: NO
ADU: NO
(E) MAINHOUSE MAX HEIGHT: 15 FT (ALLOWABLE: 27 FT)
ADU MAX. HEIGHT: 14'-6" FT (ALLOWABLE: 20 FT)
ADU REQUIRED SETBACKS:
FRONT: 4 FT
SIDE: 4 FT
REAR: 4 FT
DISTANCE TO (E) STRUCT: 6 FT
LOT SIZE: 6,554 SF
EXISTING:
(E) MAIN HOUSE LIVING AREA: 1,044 SF
(E) GARAGE: 420 SF
EXISTING TOTAL: 1,464 SF
NEW CONSTRUCTION
(N) DETACHED ADU: 799 SF (EXEMPT)
(N) COVER PATIO: 206 SF
(N) COVER PORCH: 66 SF
(N) LANDING: 19 SF
NEW TOTAL: 1,090 SF
MAXIMUM LOT COVERAGE: 35%
OVERALL LOT COVERAGE: (1,071 SF + 1,464 SF) / 6,554 SF = 38.7%
LOT COVERAGE AND USE INTENSITY MAXIMUM ESTABLISHED IN ZONING
DISTRICT MAY BE EXCEEDED TO PERMIT AN ADU UP TO EIGHT HUNDRED
(800) SQUARE FEET IN SIZE
PARKING REQUIREMENT
NOTWITHSTANDING ANY OTHER LAW, A LOCAL AGENCY, WHETHER OR NOT IT HAS
ADOPTED AN ORDINANCE GOVERNING ACCESSORY DWELLING UNITS IN
ACCORDANCE WITH SUBDIVISION, SHALL NOT IMPOSE PARKING STANDARDS FOR AN
ACCESSORY DWELLING UNIT IN ANY OF THE FOLLOWING INSTANCES:
THE ACCESSORY DWELLING UNIT IS LOCATED WITHIN ONE-HALF MILE WALKING
DISTANCE OF PUBLIC TRANSIT.
TOTAL PARKING REQUIRED
(E) MAIN HOUSE: 2 STALLS
(N) ADU 0 STALL
TOTAL: 2 STALLS
PROJECT LOCATION
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATE DELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
A.00
SITE PLAN
(N
)
D
E
T
A
C
H
E
D
A
D
U
,
U
N
I
T
2
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
1
SHEET INDEX
SITE PLAN KEYNOTES
GENERAL NOTES PROJECT DATA
ARCHITECTURAL
A.00 SITE PLAN
A.01 CAL GREEN CODE
A.02 CAL GREEN CODE
A.03 GENERAL DETAILS
A.04 EXISTING - FLOOR PLAN
A.05 PROPOSED ADU FLOOR & ROOF PLAN
A.06 PROPOSED ADU SECTIONS & ELEVATIONS
A.07 PROPOSED ADU ELECTRICAL PLAN
A.08 ROOM FINISH & DOOR/WINDOW SCHEDULE & INTERIOR DETAILS
AD.10 ARCHITECTURAL DETAILS
AD.20 ARCHITECTURAL DETAILS
D.01 DRAINAGE PLAN
T24.1 TITLE 24
T24.2 TITLE 24 (CONT.)
T24.3 TITLE 24 (CONT.)
STRUCTURAL
S-0.10 GENERAL NOTES & REQUIREMENTS
S-0.11 GENERAL NOTES & REQUIREMENTS & SOIL REPORT
S-0.12 SOIL REPORT
S-0.13 SOIL REPORT
S-0.14 SOIL REPORT
S-0.20 TYPICAL DETAILS
S-1.0 FOUNDATION PLAN
S-2.0 FRAMING PLAN
SD1.0 FOUNDATION DETAILS
SD2.0 STRUCTURAL DETAILS
APPLICABLE CODE
SPECIAL NOTES
1" = 10'-0" 1EXISTING SITE PLAN 1" = 10'-0" 2PROPOSED SITE PLAN
SYMBOL LEGEND CONSTRUCTION NOTES
VINCITY MAP
DEFERRED SUBMITTALS
SCOPE OF WORK
2.05 KW PER T24 PV SYSTEM WILL BE UNDER A SEPARATE PERMIT FOR ADU
THE MAIN ELECTRICAL SERVICE PANEL RATING OF 225 AMPS. THE MAIN SERVICE PANEL SHALL HAVE A
MINIMUM BURSAR A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION.
THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER
LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR
ELECTRIC".
SOLAR PV SYSTEM MUST BE APPROVED REQ BUILDING DIVISION PRIOR ROOF SHEATHING INSPECTION.
2.05 kW PHOTOVOLTAIC SYSTEM WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND SHALL BE ISSUED
PRIOR TO BUILDING FRAME INSPECTION REQUEST
(E) BLOCK WALL TO BE DEMOLISHED
NOTE:
THE APPLICANT / PROPERTY OWNER SHALL BE RESPONSIBLE
FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND /
OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT.
1 1
Revision to 101118160 (issued on 6/25/24)
REV 1 - 101121896
APPROVALS:
PLNG -C. Santana
BLDG - G. Huang
901 E Myrtle St
Unit# 23/14/2025
AT
T
I
C
HP
W/H
RE
F
.
DW
W/
D
AT
T
I
C HP
1. VERIFY ALL APPLIANCE EQUIPMENT AND FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO CASEWORK FABRICATION
INSTALLATION.
2. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE. PRIME & PAINT EXPOSED GYP. BD. WALL TO MATCH WALLS.
INSTALL MATCHING BASE BD.
3. EXTEND FLOORING UNDER APPLIANCES RESTING ON FLOOR.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NON-
ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES ABOVE THE DRAIN INLET.
5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, UNO.
6. CEILING HEIGHTS INDICATED ARE MEASURED FROM FINISH FLOOR TO BOTTOM OF CEILING FINISH.
7. SMOKE DETECTORS WILL BE PROVIDED PER CHAPTER 3 CRC. THE SMOKE DETECTOR WILL BE HARD WIRED WITH BATTERY BACK-UP AND
LOCATED (1) IN EACH BEDROOM, HALLWAYS OUTSIDE BEDROOMS, AND ON EACH STORY. SMOKE DETECTOR ALARM SOUND MUST BE AUDIBLE
IN SLEEPING AREAS WHICH MAY REQUIRE INTERCONNECTED SMOKE DETECTORS WITHIN THE UNIT. SEE UTILITY PLANS FOR LOCATIONS.
INSTALL AND LOCATE PER MFGR. LISTED REQUIREMENTS.
8. PROVIDE CARBON MONOXIDE DETECTOR ALARMS ON CEILINGS OR WALLS OUTSIDE SLEEPING ROOMS PER CHAPTER 3 CRC.
9. BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING
10. ALL NEW WINDOWS TO BE DUAL PANES TO MEET CURRENT ENERGY STANDARD REQUIREMENTS.
11. PROVIDE BACKING FOR ALL ACCESSORIES, FIXTURES AND WINDOW COVERINGS.
12. PROVIDE TWO LAYERS OF GRADE D OR 60-MINUTE GRADE D PAPER OVER ALL WOOD BASE SHEATHING AT EXTERIOR WALLS.
13. A MINIMUM 26 GAUGE, CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL FLANGE OF 3½ INCHES SHALL BE
PROVIDED AT OR BELOW FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS. SCREED SHALL BE A MINIMUM OF 4 INCHES ABOVE EARTH OR
2 INCHES ABOVE PAVED AREAS. (CRC R703.7.2.1)
14. ACCESS TO ATTIC FURNACE MUST BE WITHIN 20' OF UNIT AND SHALL HAVE A CONTINUOUS SOLID WALKWAY AT LEAST 24" WIDE. A SWITCH
CONTROL IS ALSO REQUIRED (CMC 304.4.1)
15. DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET
(4267 MM), INCLUDING TWO 90 DEGREE (1.57 RAD) ELBOWS. A LENGTH OF 2 FEET (610 MM) SHALL BE DEDUCTED FOR EACH 90 DEGREE (1.57
RAD) ELBOW IN EXCESS OF TWO.
16. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED
FOR LOW WATER CONSUMPTION.
17. WATER HEATER MUST BE STRAPPED TO WALL.
18. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH A NATURAL LIGHT IN ACCORDANCE WITH SECTION R303.1 OR
SHALL BE PROVIDE AN AVERAGE ILLUMINATION OF 6 FEET-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR
LEVEL.
19. GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24" ARC OF A DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH.3
CRC
20. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER.
21. ALL WATER HEATER INSTALLATION LOCATIONS, REGARDLESS OF PROPOSED WATER HEATING SYSTEM, SHALL HAVE:
(BEES 150.0(N)1A-D)
A. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER.
B. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE.
C. CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE FINISH SURFACE BELOW.
D. A GAS SUPPLY LINE WITH AVAILABLE CAPACITY FOR NOT LESS THAN A 200,000 BTU/HR SYSTEM.
22. ADU FINISH FLOOR ELEVATION IS NOT NOT LOWER THAN THE FINISH FLOOR OF THE MAIN HOUSE AND HIGHER 1' MINIMUM THAN BASE FLOOD
ELEVATION.
EXHAUST FAN ABOVE KITCHEN RANGE SHALL BE 85%
CE OR 250 CFM (EXHAUST THROUGH ROOF)
(N) 2X4 INTERIOR WALL
(N) 2X4 EXTERIOR WALL / INFILL
WITH INSULATION PER T-24
1-HOUR FIRE RATED WALL
EXHAUST FAN SHALL BE ENERGY STAR RATED. CEILING
MOUNTED LIGHT w/ VENT 50 CFM MIN. INTERMITTENT W/
HUMIDITY CONTROL PER CMC 402.5, BETWEEN 50%-80%
SHALL BE DUCTED TO OUTSIDE THROUGH ROOF/EXTERIOR WALL
IAQ FAN: ( MIN 46 CFM PER T-24 )
PANASONIC, WHISPERGREE, SELECT FAN, 50-80-110 SFM,
MULTI SPEED. MODEL FV-0511VKS2, 0.5 SONE
HB
3/4" HOSE BIBB WITH BACK-FLOW PREVENTOR
SMOKE DETECTOR HARDWIRED w/ BATTERY BACK UPSD
CARBON MONOXIDE DETECTOR ALARM
HARDWIRED w/ BATTERY BACK UP
CD
22X30 ATTIC ACCESS
HEATPUMP + AIR HANDLER
HEATPUMP UNIT ON PAD 3" MIN.
LAUNDRY DRYER EXHAUST
CEILING AIR DIFFUSER
ELECTRICAL PANEL/METER PER KEYNOTE
CONSUMER TANK WITH/ HEAT PUMP
DOOR TYPE SEE A.08 FOR SCHEDULE
WINDOW TYPE SEE A.08 FOR SCHEDULE
KEY NOTE
FLOOR DEPRESSION1.5''
XX
XX
XX
1
2
3
4
5
7
9 EXHAUST FAN FOR BATHROOM SHALL BE MINIMUM 50 CFM
AND CONTAIN HUMIDISTAT (EXHAUST THROUGH ROOF).
10 EXHAUST FAN ABOVE KITCHEN GAS RANGE SHALL BE 85% CE OR 250
CFM (EXHAUST THROUGH ROOF)
11
8
(N) DUAL-GANG ELECT. METER BOX
(N) ELECTRICAL SUB-PANEL 200 AMP WITH 225 AMP BUS RATING FOR ADU
(N) LANDING. 1 1/2" BELOW THRESHOLD. MINIMUM 36" IN
DEPTH.MIN. 2% SLOPE AWAY FROM BUILDING.
(N) 22X30 ATTIC ACCESS
2'' SHOWER CURB
MIN. 4" DIA. TO THE OUTSIDE, EQUIPPED WITH A BACK
DRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED TO 14
FT. WITH 2 ELBOWS. [CMC 504.4.2] (EXHAUST THROUGH
EXTERIOR WALL/ROOF)
6
(N) HEAT PUMP UNIT ON 3" THIK. CONCRETE PAD
(N) 6X6 POST
TEMPERED GLASS
12 (N) CONSUMER TANK WITH/ HEAT PUMP, DETAIL ON SHEET A.03
13 APPROVED PRE-FABRICATED SHOWER ENCLOSURES WALL PANELS
WITH FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS. SMOOTH,
NON-ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES
ABOVE THE DRAIN INLET
14 FUTURE INSTALLED FLOOR MOUNTED FOLDABLE GRAB BAR
15 2X8 BACKING FOR FUTURE GRAB BAR INSTALLATION
16 32'' MIN. CLR. INTERIOR DOOR SEE NOTE ON ''AGING-IN-PLACE''
17
18 OBSCURED,TEMPERED GLASS
19 1HR FIRE RATED WALL, UPNPROTECTED OPENING MAX
25% WALL AREA, SEE CALCULATION ON ELEV. 01/A.06,02/A.06
20 NOT USE
NOT USE
1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST
DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE
PROVIDED W/. CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH
OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM
TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR.
2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE
NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN
CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE
CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS
LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE
THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF
TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF
FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED.
3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF
A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHT'G. AND AT THE LOCATION OF THE VENT.
4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. INSTALLATION OF
VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R903. INSTALLATION OF
VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1.
5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS)
AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF FRAMING MEMBER/RAFTERS AND THE STRUCTURAL ROOF SHT'G. AT THE TOP OF THE ROOF
FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE.
2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE
UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASEEMBLY.
3. WHERE WOOD SHINGLES OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR
SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHT'G.
4. IN CALIFORNIA CLIMATE ZONES 14 & 16, ANY AIR-IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR
RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE
UNDERSIDE OF THE INSULATION (SEE TITLE 24, PART 6, FIG. 100.1-A)
5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION
DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD
SHINGLES OR WOOD SHAKES, OR ANY OTHER ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS
INSTALLED. A CONT. LAYER SHALL BE CONSIDERED TO EXIST IF SHT'G., ROOFING PAPER OR ANY CONT. LAYER
WHICH HAS A PERM RATE OF NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.);
5.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE
UNDERSIDE OF THE STRUCTURAL ROOF SHT'G.
5.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR-PERMEABLE INSULATION INSTALLED DIRECTLY
BELOW THE STRUCTURAL SHT'G., RIDGE BOARD OR SHEET INSULATION W/. AN R-VALUE OR R-4 SHALL BE
INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL.
5.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE AIR-IMPERMEABLE INSULATION SHALL BE
APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION
CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER TH AIR-PERMEABLE
INSULATION.
5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR0IMPERMEABLE INSULATION LAYER, IT SHALL
BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER.
ATTIC AREA: 799 SF
USE BALANCE METHOD : 1/300
NET VENT AREA REQUIRE : 799/300 x 144 SQ.IN. = 383 SQ.IN
LOW: USE 3 UNITS O'HAGIN VENT (72 SQ.IN/UNIT) = 216 SQ.IN (1/3 LOW AREA OF ROOF)
HIGHT: USE 3 UNITS O'HAGIN VENT (72 SQ.IN/UNIT)= 216 SQ.IN (1/3 HEIGHT AREA OF ROOF)
+ 10 FT RIGDE VENT (18 SQ.IN/FOOT) = 180 SQ.IN
TOTAL = 612 SQ.IN
9'-11"
2'
-
0
"
3'-2"
6'
-
7
1
/
2
"
10
'
-
0
1
/
2
"
2'
-
4
1
/
2
"
3'
-
8
"
3'
-
5
"
19
'
-
6
"
15'-1 1/2"8'-10"5'-4 1/2"
5'
-
7
1
/
2
"
4'
-
7
"
3'-10"8'-4"5'-4 1/2"
B
A.06
B
A.06
COVER PATIO
15"15"
16
"
18
"
21'-5"9'-3"
8'-0"
5'
-
0
"
5'-0"
14
'
-
9
"
A.06
2
A.
0
6
3
A.06
1
A.
0
6
4 8'
-
8
1
/
2
"
11'-9 1/2"
3'
-
6
"
5'
-
3
"
9'
-
8
"
9'-3"
5'-0"
A
A.06
A
A.06
SD
CDSD
CDSD
SD
30"
3'-0"
6'
-
0
"
1.
5
'
'
1.5''
1 2
3
5
3
3
3
4
7
5'
-
0
"
21'-0 1/2"
14
'
-
1
"
A
B
B C
30'' CLR
30'' CLR
6
11
3
3
11
16
99
7
10
13
5
14
3'-5 1/2"
36'' CLR.
FRONT OF
PANEL
15 14
15
BEDROOM#1
KITCHEN
LIVINGBEDROOM#2
W.I.C
BATH#1
BATH#2
PORCH
CLOSET
4'
-
6
1
/
2
"
EE&RO
EE&RO
18
18
19
19
2
AD.20
2
AD.20
88
2
AD.20
1.5"
4
11
19
COVER PORCH
8
8
8
8
12
3
10 FT MIN.
14
'
-
2
"
PHOTO-
ELECTRIC TYPE
MIN. 20FT20'-3 1/2"
MIN.
3'-0"
13
11
13
2
1
21
HB
HB
4'-11 1/2"4'-11 1/2"
2'-10 1/2"
6
15
1515
10'-2"
24
'
-
5
1
/
2
"
1
1
B
A.06
B
A.06
1'-0"
1'-0"
6'
-
2
"
WALL LINE BELOW
WA
L
L
L
I
N
E
B
E
L
O
W
WA
L
L
L
I
N
E
B
E
L
O
W
WALL LINE BELOW
WA
L
L
L
I
N
E
B
E
L
O
W
A.06
2
A.
0
6
3
A.06
1
A.
0
6
4
ROOF MATERIAL COVERING CLASS "A", TO MATCH WITH
EXISTING ROOF (EXISTING ROOFING MATERIAL TYPE:
ASPHALT SHINGLES BY CERTAINTEED ICC-ESR# 3537).
OVER PLYWOOD SHEATING OVER RAFTERS PWE STRUCTURAL DWGS.
4:
1
2
4:
1
2
A
A.06
A
A.06
O'HAGIN VENT 72 SQ.IN TYP.
O'HAGIN VENT 72 SQ.IN TYP.
3FT MIN.
3'
-
0
"
3FT MIN.
3'-0"
O'HAGIN VENT 72 SQ.IN TYP.
FUTURE SOLAR ZONE
140 SF
FUTURE SOLAR ZONE
110 SF
UNDER SEPARATE PERMIT
POST BELOW POST BELOW
2
AD.20
2
AD.20
2
AD.20
1'
-
0
"
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
1'
-
0
"
1'-0"
RIDGE VENT
10'-0"
4:12
4:12
1'
-
0
"
POST BELOW
POST BELOW
PO
S
T
B
E
L
O
W
PO
S
T
B
E
L
O
W
WA
L
L
L
I
N
E
B
E
L
O
W
1'-0"
4:12
4:12
4:12
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
A.05
PROPOSED ADU
FLOOR & ROOF
PLAN
(N
)
D
E
T
A
C
H
E
D
A
D
U
,
U
N
I
T
2
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
1
1/4" = 1'-0"1PROPOSED ADU FLOOR PLAN 1/4" = 1'-0"2PROPOSED ADU ROOF PLAN
ROOF VENTILATION
NOTES: (CRC R806)PLAN KEYNOTES FLOOR PLAN NOTES
PLAN LEDGEND
ROOF VENTILATION
CALCULATION
ROOF PLAN
GENERAL NOTES
1. ROOF MATERIAL COVERING CLASS "A" ASPHALT SHINGLES BY
CERTAINTEED ICC-ESR# 3537. COLOR & PER THE INSTALLATION
OF ROOF COVERING SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
2. PROJECTIONS LESS THAN 5'-0" (HOUSE WITH NO SPRINKLER)
TO PROPERTY LINE TO BE 1-HOUR CONSTRUCTION, TYP.
3. ROOF VENT : SEE ROOF VENTILATION CALCULATION.
901 E Myrtle St
Unit# 23/14/2025
1. PROVIDE FIRE BLOCKING IN CONCEALED SPACES 10' O.C. HORIZONTAL,
VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN
HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR
AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, WIRES,
CHIMNEYS AND FIREPLACES, CRC R302.11.
2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY
EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" TO THE EXPOSED
GROUND SHALL BE PRESSURE TREATED OR NATURALLY DURABLE TO DECAY,
CRC R317.2(2).
3. ALL WALLS TO BE SMOOTH FINISH U.N.O.
4. CONTRACTOR TO INCLUDE ALL FINISH AND COLOR SPECIFIED BY OWNER AND
INTERIOR DESIGNER.
5. CONTRACTOR TO VERIFY W/ OWNER'S INTERIOR DESIGNER FOR MATERIAL
SELECTION AND COLOR PRIOR TO FINAL PRICING AND CONSTRUCTION.
6. MIN. 3/8" CDX PLYWOOD THROUGH-OUT @ OUTSIDE FACE OF WALL
7. CONTRACTOR TO INCLUDE INSULATION OF CLOSET ORGANIZER. (SELECTED BY
OWNER)
8. CONTRACTOR TO VERIFY ALL OWNER'S APPLIANCE MANUAL SPEC. PRIOR TO
CONSTRUCTION.
9. DESIGN BUILT CABINET TO FIT
10. ALL INTERIOR, DOOR, WINDOW SIDE, HEAD AND SILL TO BE MOLDING
11. EXTERIOR CONCRETE LANDING TO COMPLY 2022 CRC R311.3
A. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH
EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS
THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A DIMENSION OF
NOT LESS THAN 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL.
THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT
VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT).
B. LANDINGS AT THE REQUIRED DOOR SHALL NOT MORE THAN 1 1/2 INCHES
LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING
SHALL BE NOT MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE
THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING
12. GROUND ADJACENT TO THE FOUNDATION SHALL FALL A MINIMUN OF 8
INCHES WITHIN THE FIRST 10 FEET MEASURE PERPENDICULAR TO THE FACE
OF THE FOUNDATION WALL. (CRC R401.3)
XX DOOR TYPE, SEE SCHEDULE A.10
WINDOW TYPE, SEE SCHEDULE A.10
XX KEY NOTE
XX
LEGEND
EE&RO EGRESS ESCAPE AND RESCUE OPENING
3
4
7
8
5
6
ROOF MATERIAL COVERING CLASS "A" ASPHALT SHINGLES BY
CERTAINTEED ICC-ESR# 3537. COLOR & TEXTURE TO MATCH
EXISTING HOUSE.
STUCCO, PAINT AND MATERIAL TO MATCH EXISTING1
2
FASCIA & TRIMMING -PAINT TO MATCH EXISTING HOUSE
2 1/2" VINYL MOLDING TRIM FOR ALL
WINDOWS TO MATCH EXISTING HOUSE
CONCRETE LANDING
ROOF VENTS
WOOD POST
TEMP. OBSCURED GLASS
9 TEMPERED GLASS
A 2x10 RIDGE BOARD PER STRUCT.
B 2x8 ROOF RAFTER PER STRUCT.
C 2x6 CEILING JOISTS PER STRUCT
D CONCRETE SLAB PER STRUCT.
E FOOTING PER STRUCT.
F 2x4 STUD WALL PER STRUCT.
G ATTIC INSULATION PER T-24
H WALL INSULATION PER T-24
I WEEP SCREED FOR STUCCO, 2" ABOVE PAVED
AREAS, 8" ABOVE NATURAL GRADE
J
K
DEPTH OF EAVE TO MATCH MAIN DWELLING, TYP.
O'HAGIN VENT 72 SQ.IN TYP.
L 1HR FIRE RESISTANCE EAVE, SEE DTL 05/ AD.20
M 1-HR FIRE RATED WALL, SEE SHEET 02/AD20 FOR DETAIL.
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
14' -6"
6'
-
8
"
1'-0"
1'-0"
1'-0"
4:12 4:12
4:
1
2
2'
-
8
"
4'
-
0
"
5'-0"
6'
-
8
"
5'-0"
8"
10
'
-
0
"
AD
U
M
A
X
.
H
E
I
G
H
T
14
'
-
6
"
9
1
4
6
EE&RO
EE&RO
4
A
5
2
3
6
F.S.D = 4 FT (3FT<F.S.D<5FT)
UNPROTECTED OPENING MAXIMUM 25%
WALL AERA. WALL AREA = 262 SF,
OPENING = 20 SF. 20 / 262 = 7.6 % <25% (OK)
WINDOW = 20 SF
8
4:12
1
1
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
14' -6"
6'
-
8
"
4:12 4:12
2'
-
0
"
4'
-
8
"
1'-0"1'-0"2'-0"2'-0"1'-0"
F.S.D
3'-0"
F.S.D
3'-0"
TO (E) STRUCT
6'-0"
(E
)
M
A
I
N
H
O
U
S
E
F.
S
.
L
10
'
-
0
"
8"
(N
)
A
D
U
M
A
X
.
H
E
I
G
H
T
14
'
-
6
"
3
2
1
B
3'-0"
6'
-
8
"
1
8
55
6
9
7
4
4:
1
2
1
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
14' -6"
10
'
-
0
"
4:
1
2
4:12 4:12
1'-0"
6'
-
8
"
4'
-
8
"
2'
-
0
"
8"
7'
-
0
"
3'
-
6
"
3'
-
6
"
(N
)
A
D
U
M
A
X
.
H
E
I
G
H
T
14
'
-
6
"
C
B
6
1
F.S.D = 4 FT (3FT<F.S.D<5FT)
UNPROTECTED OPENING MAXIMUM 25%
WALL AERA. WALL AREA = 414 SF,
OPENING = 30.60 SF. 30.60 / 414 = 7.4% <25% (OK)
2'-6"
3'-6"
WINDOW = 12,25 SF
WINDOW = 5 SF
2
4'-0"
7
4 4
PR
O
P
E
R
T
Y
L
I
N
E
3
1'-0"
1
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
14' -6"
2'-0"2'-0"1'-0"
1'-0"
4:
1
2
COVER PATIO
8"
10
'
-
0
"
(N
)
A
D
U
M
A
X
.
H
E
I
G
H
T
14
'
-
6
"
2
1
8
3
1'-0"3'-10"
TO PROPERTY LINE
4'-10"
(E
)
M
A
I
N
H
O
U
S
E
F.S.D
3'-0"
F.
S
.
L
5
PR
O
P
E
R
T
Y
L
I
N
E
2
8
TYP.
4:
1
2
1
1
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
14' -6"
COVER PATIO
4:12
1'-0"R38-INSULATION
R19-INSULATION
10
'
-
0
"
8"
AD
U
M
A
X
.
H
E
I
G
H
T
14
'
-
6
"
D EE
CG
B
J J
AD.10
6
1
AD.10
1
AD.20
A
BATH#2 BATH#1
LIVING
KITCHEN
CLASS I OR II VAPOR
RETARDER INSTALLED
ON THE WARM IN WINTER
SIDE OF CEILING
R15-INSULATION
R15-
INSULATION
1'-0"
K
4:12
1
ADU F.F.
0' -8"
ADU TOP PL
10' -8"
ADU MAX. HEIGHT
14' -6"
CEILING SOFFIT
REF.CLOSET
DE E
F
H
G C
F
H
I
1
AD.20
1'-0"1'-0"
J
B
G CR38-INSULATION
R19-INSULATION
2
AD.20
M
A
L
BEDROOM#1
KITCHEN
CLASS I OR II
VAPOR
RETARDER
INSTALLED ON
THE WARM IN
WINTER SIDE
OF CEILING
R15-
INSULATION
R15-
INSULATION
K
LAUNDRY
AD
U
M
A
X
.
H
E
I
G
H
T
14
'
-
6
"
10
'
-
0
"
8"
4:12 4:12
1
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
A.06
PROPOSED ADU
SECTIONS &
ELEVATIONS
(N
)
D
E
T
A
C
H
E
D
A
D
U
,
U
N
I
T
2
90
1
E
M
Y
R
T
L
E
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
(E
)
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
1
1/4" = 1'-0"1PROPOSED ADU NORTH ELEVATION
1/4" = 1'-0"4PROPOSED ADU WEST ELEVATION
1/4" = 1'-0"2PROPOSED ADU SOUTH ELEVATION
1/4" = 1'-0"3PROPOSED ADU EAST ELEVATION
1/4" = 1'-0"BPROPOSED SECTION B-B1/4" = 1'-0"APROPOSED SECTION A-A
ELEVATION KEYNOTES
ELEVATION & SECTION
NOTES
SECTION KEYNOTES
901 E Myrtle St
Unit# 23/14/2025
R
E
V
I
S
I
O
N
DA
T
E
SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
Pr
o
j
e
c
t
A
d
d
r
e
s
s
:
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
90
1
E
M
Y
R
T
L
E
S
T
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
1
Pr
o
j
e
c
t
N
a
m
e
:
DE
S
C
R
I
P
T
I
O
N
S-0.20
TY
P
I
C
A
L
D
E
T
A
I
L
S
EXTERIOR
SHEATHING
SEE ARCH. FOR
INSULATION AND
MEMBRANE
STEEL ANGLE SCHEDULE
SIZE SPAN MAX.
L4x3 1/2x3/8
L6x3 1/2x1/2
L7x4x5/8
8'-0"
14'-0"
16'-0"
ADD 9 GAUGE WIRE JOINT REINF. @24"
O.C. VERTICAL FOR BUILDING IN SEISMIC
DESIGN CATEGORIES C, D, E, F.
FERO PAC-TIE WITH 2-#6 x 2" DECK
SCREW AND WASHERS AS FOLLOWS:
- TYPICAL AT 16" HORIZONTAL AND AT
24" VERTICAL
- AROUND OPENINGS AT 12"
HORIZONTAL AND AT 16" VERTICAL
- NOT MORE THAN 12" FROM EDGE OF
OPENINGS.
- LOCATE ROW OF TIES MAX 12" ABOVE
BEARING LEVEL
AND 8" FROM TOP OF WALL.
LLV STEEL ANGLE SUPPORT 3'-6"
VENEER HEIGHT MAX AND NEED TO
EXTENT AND BEAR ON EACH SIDE OF
OPENING 4" MIN. SEE SCHEDULE FOR
SIZE
STUD WALL
PER PLAN
BEAM OR
HEADER
PER PLAN
1/2" DIA. LAG SCREW
@12" O.C. WITH 2.5"
MIN. EMBED TO BEAM
OR HEADER
OPENING
VENEER TO WOOD WALL
4
2
3
5
6
TY
P
I
C
A
L
D
E
T
A
I
L
S
1
810
11 7
8
9
12
CONCRETE FLOOR
CONDITION
WOOD FLOOR
CONDITION
1'
MIN.PARTIAL SHEET AT
WALL END ONLY
1'
MI
N
.
WH
E
R
E
RE
Q
'
D
7"
MI
N
.
STAGGER HORIZ. PANEL
JOINTS, TYP OR USE
FULL HEIGHT SHEETS
WHERE POSSIBLE
FULL SIZE
PLYWOOD
SHEET TYP.
U.O.N.
END POST
AT HD
EDGE NAIL
TO HOLD
DOWN END
POST
ANCHOR
BOLTS PER
SHEAR WALL
SCHEDULE
EDGE NAIL
TO SILL
BLK'G AT
PANEL EDGES
SAME SIZE AS
PANEL EDGE
STUD WITH
STAGG. E.N.
FIELD NAILING
@12" O.C.
EDGE NAIL AT
PANEL EDGES
TYP. STUDS
PLYWOOD
FACE GRAIN
PARALLEL
TO STUD
EDGE NAIL TO
SOLE PLATE
SOLE PLATE
NAILING
A35 PER
SHEAR WALL
SCHEDULENOTES:
1.PROVIDE STAGGERED NAILING AT ALL PANEL EDGES.
2. STUDS ARE SPACED @ 16" O.C. MAX. U.O.N.
3. PROVIDE 1/8" GAP BETWEEN ADJACENT PANELS.
EDGE NAIL TO
TOP PLATES
STAGGER NAILS
EDGE NAIL AT
ALL VERTICAL
PANEL SPLICES
(STAGG.).
POST SIZE AT
SPLICE PER
SHEAR WALL
SCHEDULE
NOTES.
SHEAR WALL FRAMING ELEVATION
1/
2
"
GA
P
FLOOR LINE
H
TOP OF PARTITION
PARALLEL TO JOISTS
1/
2
"
GA
P
FLOOR LINE
H
TOP OF PARTITION
PERPENDICULAR TO JOISTS
1/2
"GAP
TOP OF PARTITION TO CONC. SLAB
1/
2
"
GA
P
4x W/ 1/2" Ø HILTI
KH-EZ @48" O.C.
W/ 5" EMBED EA SIDE
DBL. TOP PLATES
CEILING WHERE
OCCURS
SLAB PER PLAN
2-16d TOE NAIL
2x4 FLAT @
48" O.C.
DBL. TOP PLATES
2x6 BRACING W/ (3)16d EA
END @ 8'-0" WHERE WALL IS:
2x4 AND H> 14'-0"
2X6 AND H> 22'-0"
PROVIDE 2x6 CONT. @
MIDSPAN WHERE BRACE
EXCEEDS 6'-0" W/(2) 16dCEILING WHERE
OCCURS
SIMPSON
DTC (SLOT
VERTICAL) AT
EA JOIST OR
RAFTER
DBL. TOP
PLATES
CEILING WHERE
OCCURS
SIMPSON DTC
(SLOT VERTICAL)
CLIP @ EA RAFTER
CEILING WHERE
OCCURS
SIMPSON STCT CLIP
(SLOTS VERTICAL) WHERE
REQUIRED @ EA RAFTER
PARTITION WALL (NON-BEARING/ NON-SHEARWALL)
FRAMING AT NON BEARING WALLS
NON BEARING WALLS
FLOOR JOIST
PER PLAN
SIMPSON
Z CLIP EA. END
2X BLOCKING
@16" O.C.
SIMPSON
Z CLIP EA. END
2X BLOCKING
@16" O.C.
WALL PARALLEL TO JOIST
WALL PERPENDICULAR TO JOIST
NON BEARING WALLS
PROVIDE DOUBLE
JOISTS UNDER NON
BEARING WALLS
NON BEARING WALLS
PROVIDE FULL
HEIGHT BLK'G
UNDER NON
BEARING
WALLS
2x SAWN
LUMBER
1 3/4"
ENGINEERED
LUMBER
WEB
STIFFENER
WALL PARALLEL TO JOIST OPTION
NOTES:
1. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE
SURFACE OF SHEATHING.
2. PLYWOOD OSB PIECES SHALL CONTAIN NOT LESS THAN 8 SQ. FT.
NOR BE LESS THAN 2-0" WIDE.
3. MAXIMUM UNSUPPORTED SHEATHING TO BE 24".
4. FRAMING AT ADJOINING PANEL EDGE SHALL BE 3" NOMINAL OR
WIDER AND NAILS AT ALL PANEL EDGES SHALL BE STAGG. WHERE
PANEL EDGE NAILING IS SPECIFIED AT 2 1/2" 0.C. OR LESS.
5. ALL PANEL EDGES OF THE FLOOR SHEATHING SHALL HAVE
APPROVED T AND G JOINTS OR SHALL BE SUPPORTED BY BLK'G.
PER IBC/CBC TABLE 2304.8 (3) FOOTNOTE D.
6. DIAPHRAGM BOUNDARY SHALL BE SUPPORTED BY FRAMING
MEMBERS WITH BOUNDARY NAILING.
SECTION A-A
PLAN 1/8"
GAP
4'-0"x8-0" SHEETS,
STAGG. AS SHOWN
FIELD NAINILG
SHEATHING
EDGE NAILS
2x MIN.
FRAMING
DIRECTION OF FACE
GRAIN PERPENDICULAR
TO SUPPORT
DISCONTINUOUS EDGE
W/2x MIN. FRAMING
BLK'G.
CONT. EDGE W/2x MIN.
BLK'G. AT BLOCKED
DIAPHRAGM
JOIST PER PLAN
CONT. EDGE W/O BLK'G.
@ UNBLK'G. DIAPHRAGMEDGE NAILING
STAGG.
AA
PANEL JOINT
ROOF OR FLOOR SHEATHING LAYOUT
4'
-
0
"
M
A
X
1" MIN
PENETRATION
SECTION OF DOUBLE JOISTS
PLAN VIEW
NOTES:
SEE ARCHITECTURAL, PLUMBING,
MECHANICAL AND ELECTRICAL DRAWINGS FOR
SIZE AND LOCATION OF OPENING
WOOD
JOISTS
PER PLAN
SHEATHING
PER PLAN
MSTA30
W/2x
BLOCK TYP.
@ CORNER
DOUBLE
JOISTS
TAIL JOIST
HANGER
PER PLAN
EDGE NAILING
COMMON NAILS @ 6" O.C. EACH
FACE TOP AND BOTTOM
WEB STIFFENER AT
HANGER (I-JOIST ONLY)
TYP. FLOOR AND ROOF OPENING
1.
1/2"
3D
MAX.
L/3 MIN.
D
MIN.
D/
4
MA
X
.
2"
M
I
N
2"
M
I
N
D/
5
MA
X
.
D ℄ JOIST
AND HOLE
NOTE:
1. D = DEPTH OF JOIST OR BEAM
D1= STUD WIDTH
L = CLEAR SPAN
2. PERDRILL CORNERS OF NOTCHES
3. NOTCH MAY OCCUR TOP OR BOTTOM, NOT BOTH.
4. NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVER PORTION OF JOISTS.
5. MAX. ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES IN L/3 SPAN.
D/
6
MA
X
.
RAFTER,
JOIST OR
BEAM
DRILLING HOLES AND NOTCHING OF THE JOIST
ROOF TRUSSES OR RAFTER PER PLAN
NOTE:
- USE PRE-FAB. STEP-DOWN TRUSSES
PERPENDICULAR TO ROOF TRUSSES
IN-LIEU OF 2x JACK RAFTERS
2x4 OR 2X6 RAFTERS @ 24" O.C. MAX.
MAX. SPAN:
2x4 = 4'-0"
2x6 = 8'-0"
2x VALLEY PLATE W/(3) 16d
INTO EACH RAFTER OR TRUSS
ADD 2x4 STRUT FROM JACK RAFTER TO RAFTER
OR TRUSS BELOW TO LIMIT OVER FRAMING
RAFTER SPAN
2x RIDGE BOARD W/ DEPTH
GREATER THAN JACK RAFTER
OVER FRAMING
INTERSECTION w/ POST INTERSECTION w/o POST
OUTSIDE CORNER w/ POST OUTSIDE CORNER w/o POST
NOTE:
SEE FRAMING PLAN FOR SHEAR WALL LOCATIONS,
ORIENTATIONS AND SCHEDULE REFERENCES
16d @ 12" O.C.
FOR 2x STUD
20d @ 6" O.C.
FOR 3x STUD
PLYWOOD AT
DOUBLE-SIDED WALL
POST AT PER PLAN
16d @ 12" O.C.
POST AT PER PLAN
2x OR 3x STUD AS
REQ'D., TYP. PER
S.W. SCHED.
PLY. CONT. THRU
WALL INTERSECTION
ATDOUBLE-SIDED
WALL
16d @ 12" O.C.
FOR 2x STUD
20d @ 6" O.C.
FOR 3x STUD
DOUBLE 2x, MIN.
16d @ 12" O.C.
SHEAR WALL/ INTERSECTION
DOUBLE STUDS
16d @24"
O.C. TYP.
WALL INTERSECTION
DOUBLE TOP PLATES
SILL PLATE
NOTE :
WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA STRAP
W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR WALLS
SHALL NOT BE NOTCHED UNLESS SPECIFICALLY DETAILED.
NOTE :
WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE
ANCHOR BOLT EA SIDE OF NOTCH PER END REQUIREMENT. NO
MORE THAN ONE NOTCH IS PERMITTED IN EVERY 12'-0" @
SHEAR WALL
5" MIN.
9" MAX.
5" MIN.
9" MAX.
5" MIN.
9" MAX.
2D
MIN.
D
D/
2
D/
2
"B"
8" MAX
@ SHEAR WALL "B
"
D/
3
8) 16D SIDE OF
NOTCH (4PL)
5"
3"
MAX.5"NOTCH
D/
2
MA
X
.
2D
MIN.
D/
3
D/
2
D/
2
D
DRILLED HOLE
END OF SILL PL
END OF SILL PL
PLATE NOTCH AT NON SHEAR WALL
NON BEARING STUDS BEARING STUDS
NOTES:
1. NOTCHING AND BORING SHOULD NOT
OCCUR IN SAME STUD SECTION
2. NO MORE THAN TWO SUCCESSIVE
DOUBLE STUDS MAY HAVE 60% MAX
BORING HOLES
5/8" MIN.
DISTANCE TYP.
ALL STUD 5/8" MIN.
DISTANCE TYP.
ALL STUD
1-1/2"
1-1/2"
40% MAX. STUD
WIDTH NOTCH
60% MAX.
STUD
WITH BORE
NOTCH SCHEDULE
25%
40%
60%
7/8"
1-3/8"
2"
2 x 4
% OF STUDS
NOTCH/BORE
1-3/4"
2-1/8"
4-1/4"
2 x 8
60% MAX.
STUD
WITH BORE
STUD NOTCHING/BORING LIMITS
1-3/8"
2-1/8"
3-1/4"
2 x 6
POST SEE PLAN
OR SOLID BLK'G.
SEAT ON HEADER
(2)2x TOP PL'S
PROVIDE FULL
WIDTH BLK'G.
UNDER POST
ABOVE
JOIST SEE PLAN
FOR DIRECTION
POST SEE PLAN
SIMP. A34
EACH SIDE
2x SOLE PL.
PLYWOOD SHEATHING
SEE PLAN
BLOCKING AT POSTS/TRIMMERS13
NOTES:
1. INSTALL SOLE PLATE ANCHORAGE AS SHOWN AND AT
SPACING INDICATED IN WOOD SHEARWALL BASE
CONNECTION SCHEDULE.
2. STAGGER ANCHORS AT DOUBLE SIDE OF SHEARWALL
SHEARWALL
WHERE OCCURS
SOLE PLATE
ANCHORAGE
PER SHEARWALL
SCHEDULE
1/2"
MAX.
SHEARWALL WHERE OCCURS
CONCRETE SLAB
PLATE WASHER
0.229"x3"x3"-
MIN.
@SHEARWALL APPLICABLE
NOTE 2@SHEARWALL
APPLICABLE NOTE 2
WOOD SHEARWALL SILL PLATE ANCHORAGE
1/2"
MAX.
14
SPLICE LENGTH OF REINFORCEMENT
REBAR TENSION SPLICE LENGTH
(PROVIDED MASONRY COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN
COMPLIANCE WITH ACI 530-13, SECTION 9.3.3.3 )
fy f'm
1500
3 4 5 6 7 8 9
SPLICE LENGTH IN INCHES
19 34 45 54 63 72 81
18 30 45 54 63 72 81
18 26 41 54 63 72 81
18 24 38 54 63 72 81
BAR SIZE
(psl)(psl)
2000
2500
3000
60000
CLASS B REBAR TENSION SPLICE LENGTH
(PROVIDED CONCRETE COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN
COMPLIANCE WITH ACI 318-19, CHAPTER 25)
f'c
25
0
0
P
S
I
NO
R
M
A
L
WE
I
G
H
T
CO
N
C
R
E
T
E
30
0
0
P
S
I
NO
R
M
A
L
WE
I
G
H
T
CO
N
C
R
E
T
E
LOCATION
*TOP BARS AND HORIZONTAL
WALL STEEL
OTHER BARS
*TOP BARS AND HORIZONTAL
WALL STEEL
OTHER BARS
Fy
40
60
40
60
40
60
40
60
3 4 5 6 7 8 9 10 11
SPLICE LENGTH IN INCHES
20 27 34 41 59 68 76 86 95
30 41 51 61 89 101 114 129 143
16 21 26 31 46 52 59 66 73
23 31 39 47 68 78 88 99 110
19 25 31 37 54 62 70 78 87
28 37 46 56 81 93 104 118 131
14 19 24 28 42 47 54 60 67
21 28 36 43 62 71 80 90 100
45
0
0
P
S
I
NO
R
M
A
L
WE
I
G
H
T
CO
N
C
R
E
T
E
*TOP BARS AND HORIZONTAL
WALL STEEL
OTHER BARS
40
60
40
60
17 22 28 33 49 55 63 70 78
25 33 42 50 73 83 94 105 117
13 17 22 26 37 43 48 54 60
19 26 32 38 56 64 72 81 90
15
Pr
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D
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1
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,
S
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A
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1
01
/
2
2
/
2
0
2
5
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RE
V
I
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#
1
901 E Myrtle St
Unit# 23/14/2025
FOOTING SCHEDULE
LEGEND
FOUNDATION NOTES
1.REFER TO SHEET S-0.10 FOR MORE INFORMATION.
2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS
AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF
RECORD IF DIFFERENT THAN PLANS.
3.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR
FLAG POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE.
4.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN
LIEU OF ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555.
5.FOR DOUBLE SHEAR PANEL TYPES SW3, SW4, SW5 USE MIN. 3X6 SILL PLATES
U.N.O.
DENOTES HOLDOWN PER SCHEDULE
DENOTES PAD NUMBER PER SCHEDULE
DENOTES SLAB STEP PER ARCH. (VERIFY PRIOR TO CONSTRUCTION)
DENOTES FOOTING
HOLDOWN SCHEDULE
DENOTES DETAIL SHEET NUMBER
DENOTES DETAIL NUMBER
DENOTES PAD
REFER TO DETAIL
10/SD1.0
PAD SIZESYMBOL
2'-0" SQ. x 18" THICK
SYMBOL SIMPSON HOLDOWN USP HOLDOWN NOTES
-HDU2
X
SDX
DENOTES SHEAR PANEL LENGTH
DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE
STEP
REINFORCEMENT
(3) #4 E.W.
X
X
X
X'-X"
P1
HD1
DENOTES POST OR TRIMMER AS NOTED
#X DENOTES PAD NUMBER IN CALCULATIONS
CF1 CONT. W=12", D=18"CONT. (2) #4 TOP & BOTTOM
-HDU4HD2 1
BEDROOM#1
KITCHEN
LIVINGBEDROOM#2
W.I.C
BATH#1
BATH#2
A
B
D
SW1
8'-0"
SW2
12'-0"
1
SW
1
8'
-
0
"
2
SW
2
8'
-
0
"
HD2
3
P1
P1
THICK CONVENTIONAL
AND UNDERLAYMENT
PER DETAIL 1/SD1.0
SLAB w/#4 @ 18" O.C. E.W.
5"
ST
E
P
STEP
1
SD1.0
1
SD1.0
1
SD1.0
1
SD1.0
1
SD1.0
3
SD1.0
2
SD1.0
TYP.
MP
B
6
6
Z
5
SD1.0
9
SD1.0
9
SD1.0
3
SD1.0
9
SD1.0
HD1HD1
HD1
HD1
HD1
HD1
HD1
E
MP
B
6
6
Z
5
SD1.0
STEP
9
SD1.0
9
SD1.0
9
SD1.0
MPB66
Z
5
SD1.0
MPB66
Z
5
SD1.0
MPB66
Z
5
SD1.0
MPB66
Z
5
SD1.0
P1
P1
P1
P1
1'
-
0
"
CF1, TYP.
1'
-
0
"
CF1, TYP.
1'-0"
CF1, TYP.
1'-0"
CF1, TYP.
1'-0"
CF1, TYP.
1'-0"
CF1, TYP.
HD1
SW
1
12
'
-
0
"
HD1
HD1
SW1
2'-4"
SW1
2'-4"
3
SD1.0
HD1HD1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4
1
2022 CALIFORNIA BUILDING CODE (1), (3)
(4)
(2)
(1)
800
(PLF)
SHEAR
ALLOWABLE
220
PANEL
TYPE
SHEAR
8 d's
10 d's
@ 2" O.C.
8 d's
@ 2" O.C.
@ 3" O.C.
15/32" APA
Structural I
rated
3/8" APA
rated
10 d's
@ 12" O.C.
8 d's
@ 12" O.C.
8 d's
@ 12" O.C.
8 d's
@ 4" O.C.
NAILING
(COMMON)
EDGE
8 d's@ 6" O.C.
3/8" APA
rated
rated3/8" APA
SHEATHING
8 d's
@ 12" O.C.
@ 12" O.C.8 d's
FIELD
(COMMON)
NAILING
PERIODIC SPECIAL INSPECTION IS REQUIRED.
(4) (2)
(5)
(6)
USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.).
SINKER
16d's
CONNECTION
SILL PLATE
@ 4" O.C.
@ 6" O.C.
@ 3" O.C.
@ 2" O.C.
@ 16" O.C.
@ 12" O.C.
@ 8" O.C.
@ 6" O.C.
@ 5" O.C.
SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL
CASES.
PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS
STAGGERED.
USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED
ON FRAMING PLANS.
FRAMING CLIPS
A35's, LS50's
OR LTP4's
(5), (6)
2 ROWS
STAGG.
@ 3" O.C.
1/4"Øx6"
SCREWS
SDS
(8)
260
320
380
410
490
(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX.
(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C.
(9)
(7)
(7)
(7)
3/8" APA
rated 530
640 (7)
(10)FOR DOUBLE SIDED SHEAR PANELS:
(10)(10)(10)
(10)(10)(10)
(10)(10)(10)
a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES SW3, SW4 & SW5.
c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE
SPACING, FOR TYPES SW3, SW4 & SW5.
5/8" Ø
2X
A.B. SPC'G
@ 24" O.C.
@ 16" O.C.
@ 8" O.C.
@ 8" O.C.
@ 6" O.C.
48"
42"
36"
24"
18"
SHEAR WALL SCHEDULE
(4) (2)
(4) (2)
(4) (2)
(3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN.
b. USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING,
FOR TYPES SW4 & SW5.
SW1
SW2
SW3
SW4
SW5
1
FOUNDATION PLAN
SCALE : 1/4" = 1'-0"
R
E
V
I
S
I
O
N
DA
T
E
SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
01/24/2025
Pr
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:
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F
A
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I
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S
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90
1
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01/24/2025
01
/
2
2
/
2
0
2
5
1
S-1.0
FO
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A
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I
O
N
P
L
A
N
RE
V
I
S
I
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N
#
1
901 E Myrtle St
Unit# 23/14/2025
FRAMING NOTES
1.REFER TO SHEET S-0.10 FOR MORE INFORMATION.
2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS
AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF
RECORD IF DIFFERENT THAN PLANS.
3.USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS
PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP
DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL.
4.ALL BEAM HANGERS SHALL BE SIMPSON HU HANGERS, UNO. ON PLAN OR
DETAIL.
5.USE ST6224 STRAP FOR THE TOP PLATES SPLICE AT ALL FRAMING LEVELS
(3B/SD2.0), UNO ON PLANS.
6.USE ST22 STRAP FOR LEDGER SPLICES, UNO.
7.USE (1)CS16 x 3'-0" STRAP AT RIM JOISTS SPLICE, U.N.O ON PLANS. 1¼”
MIN. LVL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES.
8.HEADER AT NON-BEARING WALLS, USE 2x4 FOR OPENINGS UP TO 3'-0" MAX.,
(2)2x4 FOR OPENINGS UP TO 6'-0" MAX., 4x6 FOR OPENINGS UP TO 12'-0"
MAX., (UNO). USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS
WITHOUT POINT LOADS.
9.WOOD HEADER OR POSTS MADE UP OF 2 OR MORE 2X'S SHALL BE SPIKED
TOGETHER PER THE NAILING SCHEDULE.
10.SHEARWALL PANEL TO BE NAILED TO ALL MULTIPLE STUDS RECEIVING
HOLDOWNS AND DO NOT BREAK AT PERPENDICULAR WALL LOCATIONS, UNO.
FRAMING SCHEDULE
DENOTES POST OR TRIMMER AS NOTED
LEGEND
DENOTES SHEAR PANEL LENGTH
DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE
DENOTES BEAM NUMBER, REFER TO E.O.R. CALCULATIONS
DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE
DENOTES DETAIL SHEET NUMBER
DENOTES KEY NOTE NUMBER
DENOTES BEARING WALL
DENOTES OVER FRAMING
DENOTES DETAIL NUMBER
DENOTES DROP BEAM OR HEADER PER PLAN
DENOTES FLUSH BEAM PER PLAN
MARK MEMBER TYPE
RR1 2 X 6 ROOF RAFTERS @ 16" O.C.
X
X
X
X
SDX
DENOTES DRAG DIRECTION
X
X'-X"
X
X
CJ1 2 X 6 CEILING JOISTS @ 16" O.C.
DENOTES FRAMING ZONE DIVISION
X DENOTES SHEARWALL LINE IN CALCULATIONS
1
BEDROOM#1
KITCHEN
LIVINGBEDROOM#2
W.I.C
BATH#1
BATH#2
6
4x6 HDR4x6 HDR
4x
6
H
D
R
4x6 HDR
4x
6
H
D
R
4x
6
H
D
R
3 6x6 DR BM
2
6x
6
D
R
B
M
6x
6
6x
6
2
4
R.
R
.
w
/
E
.
N
.
R.
R
.
w
/
E
.
N
.
2x8 RIDGE BOARD
RR
1
RR
1
2x
8
R
I
D
G
E
B
O
A
R
D
RR1RR1
R.R. w/E.N.R.R. w/E.N.
R.R. w/E.N.
2x
8
R
I
D
G
E
B
O
A
R
D
RR1 RR1
4x4
A
B
D
SW1
8'-0"4x
4
4x
4
SW2
12'-0"
4x
4
R.R. w/E.N.R.R. w/E.N.
1
SW
1
8'
-
0
"
4x4
4x4
2
SW
2
8'
-
0
"
4x4
4x4
3
4x4
CJ1
R.R. w/E.N.R.R. w/E.N.
1A
SD2.0
1A
SD2.0
1B
SD2.0
2B
SD2.0
2B
SD2.0
2B
SD2.0
4
SD2.0
4
SD2.0
4
SD2.0
4
SD2.0
5
SD2.0
5
SD2.0
5
SD2.0
6
SD2.0
7
SD2.0
7
SD2.0
7
SD2.0
7
SD2.0
7
SD2.0
CJ1
CJ
1
9
SD2.0
9
SD2.0
R.R. w/EN
11A
SD2.0
7
SD2.0
12
SD2.0
12
SD2.0
8
S-0.20
TYP.
5
SD2.0
8
SD2.0 LO.
HI.
15
SD2.0
16
SD2.0
E
CA
N
T
.
C
O
L
.
CA
N
T
.
C
O
L
.
DB
L
.
C
.
J
.
DB
L
.
C
.
J
.
C.J.
C.J.
1
6x
6
D
R
B
M
1
6x
6
D
R
B
M
1
6x
6
D
R
B
M
6x6
R.R. w/E.N.
12
SD2.0
4
SD2.0
14
SD2.0
R.
R
.
w
/
E
.
N
.
R.
R
.
w
/
E
.
N
.
R.R. w/E.N.
7
SD2.0
6x6
12
SD2.0
6x6
12
SD2.0
6x6
12
SD2.0
4x
1
2
F
L
B
M
1.1
SW1
2'-4"
SW1
2'-4"
13B
SD2.0
HUCHUC
9
S-0.20
TYP.
6x
6
D
R
B
M
4x6 HDR
4x
4 4x
4
4x6 HDR
SW
1
12
'
-
0
"
4x4
4x4
4x4K.P
.
17
SD2.0
4x
6
17
SD2.0
5
2x
8
R
I
D
G
E
B
M
10A
SD2.0
18
SD2.0
7
SD2.0
1
1
1
1
1
1
1
1
1
4
CANT.
C
O
L
.
CANT.
C
O
L
.
CANT.
C
O
L
.
CANT.
C
O
L
.
2022 CALIFORNIA BUILDING CODE (1), (3)
(4)
(2)
(1)
800
(PLF)
SHEAR
ALLOWABLE
220
PANEL
TYPE
SHEAR
8 d's
10 d's
@ 2" O.C.
8 d's
@ 2" O.C.
@ 3" O.C.
15/32" APA
Structural I
rated
3/8" APA
rated
10 d's
@ 12" O.C.
8 d's
@ 12" O.C.
8 d's
@ 12" O.C.
8 d's
@ 4" O.C.
NAILING
(COMMON)
EDGE
8 d's@ 6" O.C.
3/8" APA
rated
rated3/8" APA
SHEATHING
8 d's
@ 12" O.C.
@ 12" O.C.8 d's
FIELD
(COMMON)
NAILING
PERIODIC SPECIAL INSPECTION IS REQUIRED.
(4) (2)
(5)
(6)
USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.).
SINKER
16d's
CONNECTION
SILL PLATE
@ 4" O.C.
@ 6" O.C.
@ 3" O.C.
@ 2" O.C.
@ 16" O.C.
@ 12" O.C.
@ 8" O.C.
@ 6" O.C.
@ 5" O.C.
SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL
CASES.
PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS
STAGGERED.
USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED
ON FRAMING PLANS.
FRAMING CLIPS
A35's, LS50's
OR LTP4's
(5), (6)
2 ROWS
STAGG.
@ 3" O.C.
1/4"Øx6"
SCREWS
SDS
(8)
260
320
380
410
490
(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX.
(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C.
(9)
(7)
(7)
(7)
3/8" APA
rated 530
640 (7)
(10)FOR DOUBLE SIDED SHEAR PANELS:
(10)(10)(10)
(10)(10)(10)
(10)(10)(10)
a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES SW3, SW4 & SW5.
c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE
SPACING, FOR TYPES SW3, SW4 & SW5.
5/8" Ø
2X
A.B. SPC'G
@ 24" O.C.
@ 16" O.C.
@ 8" O.C.
@ 8" O.C.
@ 6" O.C.
48"
42"
36"
24"
18"
SHEAR WALL SCHEDULE
(4) (2)
(4) (2)
(4) (2)
(3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN.
b. USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING,
FOR TYPES SW4 & SW5.
SW1
SW2
SW3
SW4
SW5
1
R
E
V
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S
I
O
N
DA
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SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
01/24/2025
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ROOF FRAMING PLAN
SCALE : 1/4" = 1'-0"
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#
1
901 E Myrtle St
Unit# 23/14/2025
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901 E Myrtle St
Unit# 23/14/2025
RE
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#
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901 E Myrtle St
Unit# 23/14/2025
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
T24.1
TITLE 24
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Unit# 23/14/2025
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
T24.2
TITLE 24 (CONT.)
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Unit# 23/14/2025
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
T24.3
TITLE 24 (CONT.)
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Unit# 23/14/2025
W
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5%
MIN.
2%
MIN.
2%
5%
MIN.
5%MI
N
.
5%MIN
.
2%
MIN.
2%
MIN.
2%
2%
2%
2%
5%
MIN.
2%
2%
MIN.
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5%
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MIN.
5%MI
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2%
PL 56.58'
PL
1
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PL 64.87'
PL 14.28'
PL 35.46'
PL 42.84'
(E) TO CENTER LINE
30
'
-
0
"
(E) 2-CAR GARAGE
420 SF
SINGLE FAMILY RESIDENCE
1044 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
TO CENTERLINE
10
'
-
0
"
(E) TOCENTER LINE
30'-0"
(E) PROCH
STREET CURB &
GUTTER
CENTERLINE OF
STREET
CENTERLINE OF
STREET
(E)
22
'
-
6
"
F.S.D
3'
-
0
"
F.S.D
3'
-
0
"
(N) COVER
PATIO
206 SF
F.S.L
(N) DETACHED ADU -UNIT 2
799 SF
901 E MYRTLE ST, SANTA ANA, CA 92701
F.S.D
3'
-
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"
F.S.D
3'
-
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"
E MYRTLE ST
S
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ALLEY
A
D.01
HIGH POINT
FLOW LINE
FLOW LINE
OVER FLOW
OVER FLOW
WM-08
FLOW LINE
SE-6
SE-6
DISTANCE
5'-0"
A
D.01
SE-6
SE-6
EXISTING BLOCK WALL
EXISTING
BLOCK WALL
5%
MIN
5%
MIN
BUILDING DRAINAGE
DETAIL
NOT TO SCALE
A
MI
N
.
8
"
FF
PAD
WEEPSCREEDPER PLAN
WIDTH
SE-6: PLACE GRAVEL BAG BERM BMP PER CASQA STANDARDS. DETAIL HEREON.
WM-8: IMPLEMENT CONCRETE WASHOUT AREA PER CASQA STANDARDS. DETAIL HEREON.
EROSION CONTROL CONSTRUCTION NOTES
SECTION A -A
FINISH GRADE
FINISH GRADE
TWO (2) BAGS HEIGHT
TWO (2) BAGS WIDE
A
A
SE-6: GRAVEL BAG DETAIL
NTS
GRAVEL BAG
BERM
SECTION B-B
3
.
0
'
LATH & FLAGGING ON
ALL SIDES
(WATERPROOFED)
VA
R
I
E
S
10' MIN.
GRAVEL BAG
BB
10 MIL.
PLASTIC LINING
N
SCALE: 1"=10'
010'20'20'10'5'15'
STREET CENTER LINE
FLOW LINE
EXISTING SLOPE
LEGEND:
PROPERTY LINE
LANDSCAPE AREA
SLOPE SURFACEX%
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
D.01
DRAINAGE PLAN
(N
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901 E Myrtle St
Unit# 23/14/2025
W/H
AT
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R
GD
J
WP
RE
F
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DW
W/
D
AT
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R
R
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R
R
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WP
WP
R
R
R
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J
GD
WP
WP
WP
WP
1. ALL INSTALLED LUMINAIRES SHALL BE HIGH-EFFICACY IN ACCORDANCE WITH TABLE 150.0-A.
2. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN
EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR OR OCCUPANT SENSOR
PROVIDED THE OCCUPANT SENSOR IS INITIALLY PROGRAMMED
LIKE A VACANCY SENSOR (MANUAL-ON OPERATION). 150(K) 2I
3. LUMINAIRES RECESSED INTO CEILINGS SHALL MEET ALL THE FOLLOWING: LISTED FOR ZERO
CLEARANCE INSULATION, LABELLED THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH A LEAKAGE
LESS THAN 2.0CFM AT 75 PASCALS, SEALED WITH A GASKET OR
CAULK, ALLOW REPLACEMENT AND MAINTENANCE TO BE READILY ACCESSIBLE FROM BELOW THE
CEILING WITHOUT CUTTING HOLES IN THE CEILING, SHALL NOT CONTAIN SCREW BASE SOCKETS,
AND SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH JA8.
4. ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH
THAT DOES NOT OVERRIDE TO ON AND ONE OF THE FOLLOWING: CONTROLLED BY PHOTOCELL
AND MOTION SENSOR, PHOTO CONTROL AND AUTOMATIC SWITCH CONTROL, ASTRONOMICAL
TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM. CBEES 150(K)3
5. NO CONTROLS SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION WHERE THAT
DIMMER OR VACANCY SENSOR HAS BEEN INSTALLED TO COMPLY WITH 150.0(K).
1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE AND REGULATIONS OF GOVERNING
AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE
COMPANIES.
2. ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 210-52.
3. LIGHTING OUTLETS CONTROLLED BY A WALL SWITCH SHALL BE PROVIDED IN ACCORDANCE WITH NEC
ARTICLE 210-70.
4. LIGHT FIXTURES INSTALLED IN CLOTHES CLOSET WILL COMPLY WITH NEC ARTICLE 410-8
5. ELECTRICAL SERVICE SIZE: 225 AMPS, MIN.
6. GFCI OUTLETS ARE REQUIRED: FOR ALL KITCHEN RECEPTACLES THAT ARE DESIGNED TO SERVE
COUNTERTOP SURFACES, DISHWASHERS, BATHROOMS, IN UNDER-FLOOR SPACES OR BELOW GRADE
LEVEL, IN UNFINISHED BASEMENTS, CRAWL SPACE LIGHTING OUTLETS, IN EXTERIOR OUTLETS, WITHIN 6’
OF A LAUNDRY/UTILITY/WET BAR SINK, LAUNDRY AREAS, AND IN ALL GARAGE OUTLETS INCLUDING
OUTLETS DEDICATED TO A SINGLE DEVICE OR GARAGE DOOR OPENER. (CEC 210.8). KITCHEN AND
LAUNDRY RECEPTACLE SHALL BE BOTH AFCI AND GFCI PROTECTED.
7. OUTDOOR RECEPTACLES SHALL BE LOCATED PER CODE MINIMUM REQUIREMENTS, AND AFCI, GFCI, W.R.,
AND W.P. WITH A BUBBLE COVER.
8. PROVIDE ACCESSIBLE JUNCTION BOX AND WRING FOR GROUNDING MAIN ELECTRICAL SERVICE TO
REINFORCING BAR IN CONCRETE FOOTING, PER ARTICLE 250.52-68 CEC 20' LONG #4 REBAR MIN.
9. RECEPTACLES AND WALL SWITCHES SHALL BE INSTALLED NOT LESS THAN 15" MEASURED FROM
BOTTOM OF IT TO FINISH FLOOR AND LOCATED NO MORE THAN AT 48" MEASURED FROM TOP OF
RECEPTACLES AND WALL SWITCHES TO FINISH FLOOR IN VERTICAL DIRECTION, UNLESS OTHERWISE
NOTED. ( CBC 1136 ).
10. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS SHALL BE SEPARATED
HORIZONTALLY BY 24". BACK AND SIDES OF BOXES TO BE SEALED WITH 1/8" RESILIENT SEALANT AND
BACKER WITH 2" MIN. MINERAL FIBER INSULATION. (TV, PHONE AND INTERCOM OUTLETS MUST BE
INSTALLED IN BOXES ACCORDINGLY)
11. ELECTRIC UTILITY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION
12. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OF ADDITIONS > 50%
13. MAINTAIN THREE FEET CLEAR FROM FACE OF ELECTRICAL PANEL TO WALL ANY WALL SURFACE OR
OBSTRUCTION.
14. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD.275. SOUND LEVEL NOT TO
EXCEED 50 DBA (55 DBA WITH TIMER, 65 DBA WITH TIMER AND NEIGHBOR"S CONSENT) PER SECTION
10.26.045 OF THE LOCATION OF MEASUREMENTS TO BE AT FIVE (5) FEET ABOVE GRADE AT PROPERTY
LINE. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY
15. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO
CONCRETE REPLACEMENT
16. RECESSED CAN LIGHT FIXTURES IN INSUTATED SPACES AER TO BE IC / AT RATED.
17. PROVIDE RECEPTACLES AT 6' FROM CORNERS, 12' ON CENTER.
18. LAUNDRY AND BATHROOM EXHAUST FANS SHALL PROVIDE A MINIMUM OF 50 CFM.
19. ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUIT IN KITCHEN, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECT BY A LISTED ARC-FAULT
CIRCUIT INTERRUPTER (AFCI) COMBINATION TYPE (CEC210.12).
20. OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 30 MINUTES AND BE MICROWAVE /
ULTRASONIC OR PASSIVE INFRA-RED TYPE.
21. PROVIDE COMBINATION SMOKE/ CARBON MONOXIDE DETECTORS IN EACH HALLWAY LEADING TO
SLEEPING ROOMS, IN EACH SLEEPING ROOM, AT THE TOP OF STAIRS, AND IN EACH STORY. SMOKE
DETECTORS SHALL NOT BE LOCATED IN KITCHEN, GARAGE, OR WITHIN 3 FEET OF DOORS TO KITCHEN OR
BATHROOM OR SUPPLY AIR REGISTERS. DETECTORS HARD WIRED WITH BATTERY BACK-UP. DETECTORS
TO BE INTERCONNECTED TO SOUND AT THE SAME TIME.
22. PROVIDE A MINIMUM OF 2 –20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS.
SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED .(210-52(B)(2)
23. ANY FIXED APPLIANCE SUCH AS GARBAGE DISPOSER, DISHW ASHER, CLOTHES WASHER, DRYER, BUILT-
IN HEATERS, OR ANY OTHER FIXED APPLIANCE WITH 1/4 HP MOTOR OR LARGER, SHALL BE ON A
SEPARATE #12 AWG WIRE BRANCH 20 AMP CIRCUIT
24. ALL 15A AND 20A RECEPTACLE OUTLETS SHALL BE LISTED TAMPERRESISTANT RECEPTACLES ,ALL 15/20
AMPERE RECEPTACLES IN WET LOCATIONS SHALL HAVE IN-USE (BUBBLE) COVERS INSTALLED. ALL
RECEPTACLES IN WET LOCATIONS SHALL ALSO BE LISTED W EATHER-RESISTANT TYPE GFCI. (CEC 406.9(B)
(1))
25. ALL LIGHTS ARE HIGH EFFICACY
26. ALL RECEPTACLES REQUIRED GFCI SHALL BE COMBINATION OF AFCI, GFCI (CEC 210.52(E)(1))
27. LIGHT FIXTURES IN BATHROOMS, GARAGES, LAUNDRY ROOM AND UTILITY ROOMS SHALL BE HIGH
EFFICACY. AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY
SENSOR.
28. RECESSED LIGHTS THAT ARE TO BE INSTALLED IN AN INSULATED CEILING OR CAVITY ARE REQUIRED TO
HAVE A ZERO CLEARANCE INSULATION COVER (IC): BE CERTIFIED THAT THEY ARE TIGHT; AND SEALED
WITH A GASKET OR CAULK BETWEEN THE THE HOUSING AND THE CEILING
29. ALL STAIRWAY SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS HAN 1 FOOT
CANDLE (11 LUX).
30. AT LEAST ONE LIGHTING SHALL BE INSTALLED IN THE ATTIC.
31. A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER
OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. 210-11(C)3)
32. PROVIDE GFCI RECEPTACLES AT BATHROOMS, KITCHEN COUNTERTOP SURFACES,LAUNDRY /WET BAR
AREA WITHIN 6FT FROM EDGE OF THE SINKS (CEC 210-8)
33. PROVIDE A MINIMUM OF 1 –20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER
OUTLETS. (210.11(C)(2)
34. IN THE KITCHEN AND DINING AREA, A RECEPTACLE SHALL BE PROVIDED FOR ISLAND COUNTERTOP
SPACES WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES
OR GREATER. (210-52(C)(2)
35. AT LEAST ONE LIGHT OUTLET, CONTROLLED BY A WALL SWITCH, SHALL BE INSTALLED IN EVERY
HABITABLE ROOM, BATH ROOM, HALLWAY, GARAGE AND AT EACH OUT DOOR ENTRANCE.
36. GFCI AT ISLAND CANNOT HAVE MORE THAN 6 INCHES OVERHANG WHERE INSTALLED.
37. EXTERIOR LIGHTING MOUNTED ON BUILDING TO BE HIGH EFFICACY AND CONTROLLED BY MANUAL
ON/OFF SWITCH MOTION SENSOR WITHOUT OVERRIDE OR BYPASS SWITCH THAT DISABLES MOTION
SENSOR AND:
A. PHOTO-CONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES PHOTO-CONTROL
B. ASTRONOMICAL TIME CLOCK NOT HAVING OVERRIDE OR BYPASS SWITCH THAT DISABLES
ASTRONOMICAL CLOCK
C. ENERGY MANAGEMENT CONTROL SYSTEM (EMC5) NOT HAVING OVERRIDE OR BYPASS SWITCH THAT
ALLOWS LUMINAIRES TO BE ALWAYS ON
D. RATED FOR WET LOCATIONS
38. THE MINIMUM SIZE GROUND WIRE SHALL BE #8 CU OR #6 AL.
39. ALL SERVICES SHALL BE GROUNDED WITH A CONCRETE ENCASED ELECTRODE OR A GROUND ROD AND
BONDED TO THE COLD WATER PIPE
(N) DUAL-GANG ELECT. METER BOX
(N) ELECTRICAL SUB-PANEL 200 AMP WITH 225 AMP BUS RATING FOR ADU (PROVIDE MINIMUM 20 FEET UFER GROUND)
MIN. 4" DIA. TO THE OUTSIDE, EQUIPPED WITH A BACK DRAFT DAMPER. EXHAUST DUCT LENGTH IS
LIMITED TO 14 FT. WITH 2 ELBOWS. [CMC 504.4.2] (EXHAUST THROUGH EXTERIOR WALL/ROOF)
PHOTOCELL CONTROL / MOTION SENSOR
1
2
3
4
5
7
(N) HEAT PUMP UNIT ON 3'' THIK.CONCRETE PAD6
120-V WATERPROOF RECEPTACLE W/COVER8
EXHAUST FAN ABOVE KITCHEN RANGE SHALL BE 85% CE OR 250 CFM (EXHAUST THROUGH ROOF)9
10 EXHAUST FAN FOR BATHROOM SHALL BE MIN. 50 CFM AND CONTAIN HUMIDISTAT (EXHAUST THROUGH
ROOF)
(N) CONSUMER TANK WITH/ HEAT PUMP
(N) 22X30 ATTIC ACCESS
EXHAUST FAN ABOVE KITCHEN RANGE
SHALL BE 85% CE OR 250 CFM (EXHAUST
THROUGH ROOF)
EXHAUST FAN SHALL BE ENERGY STAR RATED.
CEILING MOUNTED LIGHT w/ VENT 50 CFM MIN.
INTERMITTENT W/ HUMIDITY CONTROL PER CMC
402.5, BETWEEN 50%-80%
SHALL BE DUCTED TO OUTSIDE THROUGH
ROOF/EXTERIOR WALL
IAQ FAN: ( MIN 46 CFM PER T-24 )
PANASONIC, WHISPERGREE, SELECT FAN, 50-80-110 SFM,
MULTI SPEED. MODEL FV-0511VKS2, 0.5 SONE
SMOKE DETECTOR HARDWIRED w/ BATTERY BACK UPSD
CARBON MONOXIDE DETECTOR ALARM
HARDWIRED w/ BATTERY BACK UPCD
22X30 ATTIC ACCESS
AIR HANDLERS
HEATPUMP ON PAD 3" MIN.
HEATPUMP WATER HEATER
L.E.D. RECESSED LIGHT FIXTURE
GF
C
I
110V DUPLEX OUTLET, ARC
FAULT CIRCUIT INTERRUPTER
(ENTIRE CIRCUIT)
AF
C
I
CEILING AIR DIFFUSER
110V DUPLEX OUTLET, GROUND
FAULT CIRCUIT INTERRUPT
(ENTIRE CIRCUIT)
GARBAGE DISPOSAL
SWITCH W/ MOTION SENSOR
(VACANCY SENSOR)
VS
3-WAY SWITCH
3
VANITY WALL LIGHT
EXTERIOR WALL SCONCE
LIGHT
VS
DIMMER SWITCH
D
ELECTRICAL
PANEL/METER/INVERTER
PER KEYNOTE
MEDIA OUTLET
P PHOTO CELL
M
J-BOX (CEILING FAN/LIGHT
FIXTURE)
DRYER EXHAUST
W/P : WEATHER -RESISTANT
W/R : WATER PROOF
T THERMOSTAT
3 WAY DIMMER SWITCH
3D
L.E.D. RECESSED LIGHT FIXTURE
(WATER PROOF)
SD
CDSD
CDSD
SD
30"
3
5
1010
6
9
G/
A
AFCI
D
AF
C
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AF
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OS
VS
GF
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T
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36'' CLR.
FRONT OF
PANEL
W/P.W/R
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FUTURE 240V -READY USE
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-READY USE
240V
GFCI,
W/P
FUTURE
240V
-READY USE
240V
G/A,W/P
GFCI
18"
GFCI
60''
IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
DESCRIPTIONDATEDELTA
NEW DETACHED ADU
2 BEDS, 2 BATHS,
LIVING , KITCHEN,
DINING
PROJECT CONTACT
OWNERSHIP
KHANH DAO
10448 SALINAS RIVER CIR
FOUNTAIN VALLEY, CA 92708
PHONE: (714) 390-5154
LOAN PHAM
17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
PHONE: 714-614-6344
EMAIL:
LOANPHAM8888@YAHOO.COM
CONSTRUCTION DOCUMENTS
TECHNOLOGIST
TAM VO, CDT, LEED AP
SIGNATURE
1 1/23/2025 REVISION #1
A.07
PROPOSED ADU
ELECTRICAL PLAN
(N
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ELECTRICAL NOTESELECTRICAL PLAN KEYNOTESCEILING/ELECTRICAL PLAN LEGEND
1/4" = 1'-0"1PROPOSED ADU CEILING/LIGHTING & POWER PLAN
LIGHTING REQUIREMENTS
901 E Myrtle St
Unit# 23/14/2025
Structural Calculations
Project No.:
Amir Deihimi,
231014
901 E MYRTLE ST, SANTA
ANA, CA 92701
901 E Myrtle St
Unit# 23/14/2025
January, 18, 2023
Project: 23011
Location: 5463 Wadean PI Oakland,
CA 94601, USA
Client: N/A
TABLE OF CONTENTS
901 E Myrtle St
Unit# 23/14/2025
ASCE 7 Hazards Report
Address:
901 E Myrtle St
Santa Ana, California
92701
Standard:ASCE/SEI 7-16 Latitude:33.741885
Risk Category:II Longitude:-117.856714
Soil Class:D - Default (see
Section 11.4.3)
Elevation:115.50170286928271 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Tue Dec 26 2023
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
https://asce7hazardtool.online/
Page 1
901 E Myrtle St
Unit# 23/14/2025
Page 2
901 E Myrtle St
Unit# 23/14/2025
Page 3
901 E Myrtle St
Unit# 23/14/2025
BUILDING INFORMATION
A.General:
Number of stories 1
Building risk category II
Design Code 2022 CBC
Load standard ASCE 7-16
Design Load Combination ASD
B.Lateral Loads Data:
WIND STANDARD ASCE 7-16(Directional Procedure)
Exposure C
Wind Speed V 95
Enclosure Enclosed Building
Velocity pressure qz 0.00256KzKztKdKeV2 (26.10-1)
Velocity pressure exposure coefficient Kz from (Table 26.10-1)
Directionality Factor Kd 0.85 (Table 26.6-1)
Topographic factor defined Kzt 1 (26.8.2)
Gust Effect Factor G 0.85 (26.11)
Pressures for MWFRS p qGCp – qi(GCpi)(27.3-1)
External pressure coefficient Cp from (Fig. 27.3-1)
Internal pressure coefficient (GCpi)0.18 (Table 26.13-1)}
SEISMIC STANDARD ASCE 7-16(Equivalent Lateral Force Procedure)
Seismic Design Category D (Table 11.6-1)
Importance factor Ie 1 (Table 1.5-2)
Soil Site Class D-Default (Table 20-3-1)
Response Spectral Acc. (0.2 sec) Ss 1.284
Response Spectral Acc. (1.0 sec) S1 0.458
TL (sec)8
Fa 1.2 (Table 11.4-1)
Fv 1.842 (Table 11.4-2)
Max. Considered earthquake acc. SMS 1.541 (11.4-1)
Max. Considered earthquake acc. SM1 .844 (11.4-2)
Design spectral acc. At short period SDS 1.02 (11.4-3)
Design spectral acc. at 1s period SD1 0.562 (11.4-4)
Response modification coefficient R 6.5 (Table 12.2-1)
System overstrength coefficient Ω2.5 (Table 12.2-1)
Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2)
Building Height (ft)15
Building period T=Ta (sec)0.152 (12.8-7)
Base Shear Adjustment Factor 1
Minimum Cs 0.045 (12.8-5 & 12.8-6)
Maximum Cs 0.568 (12.8-3 & 12.8-4)
Seismic response coefficient Cs 0.158 (12.8-2)
Adjusted Cs 0.158
For allowable stress design V = 0.7CsW 0.111W
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:
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
.8
Page 4
901 E Myrtle St
Unit# 23/14/2025
Roof Loads (Load_Roof)
Clay Tile 10 psf
Framing 2.5 psf
Sheathing (1/2" CDX)1.5 psf
Ceiling 2.5 psf
Insulation 1.5 psf
Misc.2 psf
Total De ad Load 20 psf
Liv e Load 20 psf
Total Load 40 psf
Interior Wall (Wall_In)
Insulation 1 psf
Drywall 5 psf
Studs 1 psf
Misc.3 psf
Total De ad Load 10 psf
Roof Loads_Patio (Load_Roof)
Asphalt shingles 2 psf
Framing 2.5 psf
Sheathing (1/2" CDX)1.5 psf
Solar 4 psf
Total De ad Load 10 psf
Liv e Load 20 psf
Total Load 30 psf
Exterior Wall (Wall_Ex)
7/8" Stucco 10 psf
Insulation 1 psf
Drywall 2.5 psf
Studs 1 psf
Misc.2.5 psf
Total De ad Load 17 psf
Ceiling Loads (Load_Ceiling)
Framing 6 psf
Total De ad Load 6 psf
Liv e Load 10 psf
Total Load 16 psf
DESIGN LOADS
vG23.06.30
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:
:
:
Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 5
901 E Myrtle St
Unit# 23/14/2025
BEDROOM#1
KITCHEN
LIVINGBEDROOM#2
W.I.C
BATH#1
BATH#2
SHEARWALL LAYOUT
1
Company :
Project : SINGLE FAMILY RESIDENCE
Job No.: 231014
Plan :
Designed : T.M.
Checked : P.P.
Date : 08/26/2024
Client : N/A
3
A
B
D
2 3
D1
D2
D3
E
D4
Page 6
901 E Myrtle St
Unit# 23/14/2025
SECTION D1 – DIRECTION X
Building Dimension (ft):B = 41 L = 48.25 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 16.75 Depth = 10 Wind Height = 15 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =48.25/41=1.18, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.46, qh = 16.79 PSF Wall(LW) P = GCplqh = 6.63 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 17.98 18.65 19.18 19.72 20.52 21.19
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Hip W=16.75', L=10', Slope = 18.43° WW
Hip W=16.75', L=10', Slope = 18.43° LW
-2.27
55.69
27.96
25.47
55.69
-2.27
25.47
27.96
D1X_ROOF = 84.2 = 0.6 x 140.34 PLF
MAX TOTAL = 84.2 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 214 / 16.75 = 255.52
Wall_Ex (DL)= 17 x 20 x (10/2) / 16.75 = 101.49
Cs*W = 0.1106 x (255.52 + 101.49)= 39.49
TOTAL SEISMIC LOAD 39.49 = 39.49 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D1X_ROOF 357.01 10 1 39.49 39.49 357.01 39.49 52.39 104.78 52.39
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D1X_ROOF 16.75 10 43.9 183.7 70.5 295.3 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
SECTION D1 – DIRECTION Y
Building Dimension (ft):B = 48.25 L = 41 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 10 Depth = 16.75 Wind Height = 11.5 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =41/48.25=0.85, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.5, qh = 16.79 PSF Wall(LW) P = GCplqh = 7.14 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Gable W=10', L=16.75' WW
Gable W=10', L=16.75' LW
12.59
15.24
21.66
6.17
15.24
12.59
6.17
21.66
D1Y_ROOF = 48.95 = 0.6 x 81.58 PLF
MAX TOTAL = 48.95 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 214 / 10 = 428.00
Wall_Ex (DL)= 17 x 10 x (10/2) / 10 = 85.00
Cs*W = 0.1106 x (428.00 + 85.00)= 56.74
TOTAL SEISMIC LOAD = 56.74 = 56.74 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D1Y_ROOF 513 10 1 56.74 56.74 513 56.74 75.28 150.56 75.28
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D1Y_ROOF 10.75 16.75 24.2 64.9 15.7 42.2 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 7
901 E Myrtle St
Unit# 23/14/2025
SECTION D2 – DIRECTION X
Building Dimension (ft):B = 41 L = 48.25 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 24.5 Depth = 18.75 Wind Height = 15 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =48.25/41=1.18, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.46, qh = 16.79 PSF Wall(LW) P = GCplqh = 6.63 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 17.98 18.65 19.18 19.72 20.52 21.19
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Hip W=24.5', L=22.25', Slope = 18.43°
WW
Hip W=24.5', L=22.25', Slope = 18.43° LW
-2.27
55.69
27.96
25.47
55.69
-2.27
25.47
27.96
D2X_ROOF = 64.31 = 0.6 x 107.18 PLF
MAX TOTAL = 64.31 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 292 / 24.5 = 238.37
Wall_Ex (DL)= 17 x 34 x (10/2) / 24.5 = 117.96
Wall_In (DL)= 10 x 3 x (10/2) / 24.5 = 6.12
Cs*W = 0.1106 x (238.37 + 117.96 + 6.12)= 40.09
TOTAL SEISMIC LOAD 40.09 = 40.09 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D2X_ROOF 362.45 10 1 40.09 40.09 362.45 40.09 53.19 106.37 53.19
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D2X_ROOF 24.5 18.75 34.8 212.8 42 257.3 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
SECTION D2 – DIRECTION Y
Building Dimension (ft):B = 48.25 L = 41 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 18.75 Depth = 24.5 Wind Height = 11.5 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =41/48.25=0.85, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.5, qh = 16.79 PSF Wall(LW) P = GCplqh = 7.14 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Gable W=22.25', L=24.5' WW
Gable W=22.25', L=24.5' LW
14.94
18.08
25.7
7.32
18.08
14.94
7.32
25.7
D2Y_ROOF = 73.47 = 0.6 x 122.45 PLF
MAX TOTAL = 73.47 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 292 / 18.75 = 311.47
Wall_Ex (DL)= 17 x 15.75 x (10/2) / 18.75 = 71.40
Wall_In (DL)= 10 x 6 x (10/2) / 18.75 = 16.00
Cs*W = 0.1106 x (311.47 + 71.40 + 16.00)= 44.11
TOTAL SEISMIC LOAD = 44.11 = 44.11 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D2Y_ROOF 398.87 10 1 44.11 44.11 398.87 44.11 58.53 117.06 58.53
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D2Y_ROOF 18.75 24.5 22.4 105 28.1 131.8 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
vG23.06.30
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:
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 8
901 E Myrtle St
Unit# 23/14/2025
SECTION D3 – DIRECTION X
Building Dimension (ft):B = 41 L = 48.25 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 14.75 Depth = 29.5 Wind Height = 11.5 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =48.25/41=1.18, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.46, qh = 16.79 PSF Wall(LW) P = GCplqh = 6.63 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 17.98 18.65 19.18 19.72 20.52 21.19
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Gable W=15', L=29.5' WW
Gable W=15', L=29.5' LW
12.81
14.73
22.03
5.51
14.73
12.81
5.51
22.03
D3X_ROOF = 68.67 = 0.6 x 114.45 PLF
MAX TOTAL = 68.67 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 498.5 / 14.75 = 675.93
Wall_Ex (DL)= 17 x 14.75 x (10/2) / 14.75 = 85.00
Wall_In (DL)= 10 x 22 x (10/2) / 14.75 = 74.58
Cs*W = 0.1106 x (675.93 + 85.00 + 74.58)= 92.41
TOTAL SEISMIC LOAD 92.41 = 92.41 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D3X_ROOF 835.51 10 1 92.41 92.41 835.51 92.41 122.61 245.21 122.61
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D3X_ROOF 14.75 29.5 30.7 113 17.2 63.3 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
SECTION D3 – DIRECTION Y
Building Dimension (ft):B = 48.25 L = 41 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 29.5 Depth = 14.75 Wind Height = 15 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =41/48.25=0.85, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.5, qh = 16.79 PSF Wall(LW) P = GCplqh = 7.14 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Hip W=29.5', L=15', Slope = 18.43° WW
Hip W=29.5', L=15', Slope = 18.43° LW
-2.27
55.69
27.96
25.47
55.69
-2.27
25.47
27.96
D3Y_ROOF = 85.72 = 0.6 x 142.86 PLF
MAX TOTAL = 85.72 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 20 x 498.5 / 29.5 = 337.97
Wall_Ex (DL)= 17 x 59 x (10/2) / 29.5 = 170.00
Wall_In (DL)= 10 x 14 x (10/2) / 29.5 = 23.73
Cs*W = 0.1106 x (337.97 + 170.00 + 23.73)= 58.81
TOTAL SEISMIC LOAD = 58.81 = 58.81 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D3Y_ROOF 531.69 10 1 58.81 58.81 531.69 58.81 78.02 156.04 78.02
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D3Y_ROOF 29.5 14.75 78 575.4 85.7 632.2 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 9
901 E Myrtle St
Unit# 23/14/2025
SECTION D4 – DIRECTION X
Building Dimension (ft):B = 41 L = 48.25 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 26.5 Depth = 10 Wind Height = 14.5 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =48.25/41=1.18, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.46, qh = 16.79 PSF Wall(LW) P = GCplqh = 6.63 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 17.98 18.65 19.18 19.72 20.52 21.19
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Hip W=26.5', L=10', Slope = 18.43° WW
Hip W=26.5', L=10', Slope = 18.43° LW
-2.04
50.13
25.16
22.92
50.13
-2.04
22.92
25.16
D4X_ROOF = 81 = 0.6 x 135 PLF
MAX TOTAL = 81 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 10 x 263 / 26.5 = 99.25
Cs*W = 0.1106 x 99.25 = 10.98
TOTAL SEISMIC LOAD 10.98 = 10.98 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D4X_ROOF 99.25 10 1 10.98 10.98 99.25 10.98 14.56 29.13 14.56
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D4X_ROOF 26.5 10 19.3 127.8 107.3 711 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
SECTION D4 – DIRECTION Y
Building Dimension (ft):B = 48.25 L = 41 Mean Height = 15 Base Height = 0.5
Section Dimension (ft):Width = 10 Depth = 26.5 Wind Height = 12.5 Base Height = 0.5
Plate Height:ROOF = 10'
WIND LOAD:
L/B =41/48.25=0.85, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.5, qh = 16.79 PSF Wall(LW) P = GCplqh = 7.14 PLF
WIND HEIGHT (FT):15 20 25 30 40 50
qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41
Wall(WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56
Wall P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69
ROOF ELEMENT WDir+WDir-OWDir+OWDir-
Gable W=10', L=26.5' LW
Gable W=10', L=26.5' WW
25.4
20.99
10.28
36.1
20.99
25.4
36.1
10.28
D4Y_ROOF = 81.49 = 0.6 x 135.82 PLF
MAX TOTAL = 81.49 PLF
SEISMIC LOAD:V = 0.1106W
W_ROOF:
Load_Roof (DL)= 10 x 263 / 10 = 263.00
Cs*W = 0.1106 x 263.00 = 29.09
TOTAL SEISMIC LOAD = 29.09 = 29.09 PLF
Story Wx (PLF)Hx (ft)
Wxxhx
/sum(Wixhi)
Fx
(PLF)
Sum(Fi)Sum(Wi)Fpx(PLF)
Fpx
Min
Fpx
Max
Fpx
Design
D4Y_ROOF 263 10 1 29.09 29.09 263 29.09 38.59 77.19 38.59
DIAPHRAGM DESIGN:
Story Width
(ft)
Depth
(ft)
Seismic Wind Diaphragm ChordShear (plf)Chord (lb)Shear (plf)Chord (lb)
D4Y_ROOF 10 26.5 7.3 18.2 15.4 38.4 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6”, 6”, 12” O.C. (Shear Capacity: E=180/W=252)
(10 ) 16d sinker per
top plate splice
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 10
901 E Myrtle St
Unit# 23/14/2025
SHEARWALL AND HARDWARE SCHEDULES
(De sign Code : 2022 CBC)
A. SHEARWALL SCHEDULE
Pane l
Type She athing Edge
Nail
Fie ld
Nail
Se ismic
Allowable (plf)
Wind
Allowable (plf)Sole Plate Nailing She ar Clip M udsill Anchors Ga
(k/in)2x Mudsill 3x Mudsill
SW1 3/8"
Sheathing 8d @ 6 8d @
12 260 364 16d Nails @ 6 A35 @ 24 5/8 x 10
@48 -13
SW2 3/8"
Sheathing 8d @ 4 8d @
12 380 532 16d Nails @ 4 A35 @ 16 5/8 x 10 @
42 -19
SW3 3/8"
Sheathing 8d @ 3 8d @
12 490 686 16d Nails @ 3 A35 @ 8 5/8 x 10 @
36 -25
SW4 3/8"
Sheathing 8d @ 2 8d @
12 640 896 16d Nails @ 2 A35 @ 8 5/8 x 10 @
24 -39
SW5 15/32"
Structural I
10d @
2
10d @
12 800 1120 (2) Rows Stagg, 16d
Nails @ 3 A35 @ 6 5/8 x 10
@18 -51
SW3D 3/8"
Sheathing 8d @ 3 8d @
12 980 1372 SDS1/4x6 @ 4 (Both
Sides)A35 @ 8 -5/8 x 12 @
22 50
SW4D 3/8"
Sheathing 8d @ 2 8d @
12 1280 1792 SDS1/4x6 @ 3 (Both
Sides)A35 @ 8 -5/8 x 12 @
16 78
SW5D 15/32"
Structural I
10d @
2
10d @
12 1600 2241 SDS1/4x6 @ 2 (Both
Sides)A35 @ 6 -5/8 x 12
@8 102
B. HOLDOWN SCHEDULE
Holdown M in. Post Conne ctors Anchor Bolt Allowable (lbs)Displace me nt all da (in)Re marks
HDU2 4X4 6-SDS1/4x2 1/2 5/8"3075 0.088 HD1
HDU4 4X4 10-SDS1/4x2 1/2 5/8"4565 0.114 HD2
HDU5 4X4 14-SDS1/4x2 1/2 5/8"5645 0.115 HD3
HDU8 4X6 20-SDS1/4x2 1/2 7/8"7870 0.113 HD4
HDU11 4X8 30-SDS1/4x2 1/2 1"11175 0.137 HD5
HDU14 4X8 36-SDS1/4x2 1/2 1"14375 0.177 HD6
C. HOLDOWN STRAP SCHEDULE
Strap M in. Post Conne ctors Allowable (lbs)Displace me nt all da (in)Re marks
CS16 2X4 22-10d 1705 0.026 A
(2)CS16 2-2X4 22-10d 3410 0.026 B
(2)CS14 2-2X4 30-10d 4980 0.031 C
CMST14 4X4 80-16d 6490 0.052 D
(3)CS14 3-2X4 30-10d 7470 0.031 C*
CMST12 4X6 104-16d 9200 0.069 E
(2)CMST14 4X8 80-16d 12980 0.052 F
(2)CMST12 6X8 104-16d 18400 0.069 G
D. PLATE SPLICE STRAP SCHEDULE
Straps Alt. Nails pe r top plate splice Allowable Te nsion Loads Re marksTypeGaFasteners
Simpson ST22 16 18-16d 10-16d sinker 1420 A
Simpson ST6224 16 28-16d 16-16d sinker 2540 B
Simpson ST6236 14 40-16d 22-16d sinker 3845 C
Simpson MST37 12 42-16d 24-16d sinker 5080 D
Simpson MSTC52 16 62-16d 32-16d sinker 5649 E
Simpson MST60 10 68-16d 36-16d sinker 6730 F
Simpson CMST12x72"12 74-16d 42-16d sinker 9215 G
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 11
901 E Myrtle St
Unit# 23/14/2025
OVERTURNING LOAD COMBINATIONS
(De sign Code : 2022 CBC)
ULIFT DOWN
1. 0.6D - 0.6W 1. D + 0.6W
2. (0.6 - 0.14Sds)D - 0.7ρE 2. D + 0.75(L + Lr + 0.6W)
3. D + 0.75(L + S + 0.6W)
4. (1+0.105Sds)D + 0.75(L + S + 0.7ρE)
5. (1+0.14Sds)D + 0.7ρE
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 12
901 E Myrtle St
Unit# 23/14/2025
SW_LINE A 1st Floor Passe d
Exterior Wall Drection X Location:(0.00, 0.00)
Loads
SECTION D3X_ROOF: W=506 LB, E=682 LB (14.75ft)
SECTION D2X_ROOF: W=474 LB, E=296 LB (14.75ft)
Wall Self-Weight Seismic = 500 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 48.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 123 221 260 364 260 SW1
Ov e rturning Force s
Pane l
Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 1272 1767 680 226 0 0 0 1272 1767
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 1986 2555 HDU2/4X4 0.65/0.33 1986 2555 HDU2/4X4 0.65/0.33 1.414 2.400
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 13
901 E Myrtle St
Unit# 23/14/2025
SW_LINE B 1st Floor Passe d
Exterior Wall Drection X Location:(0.00, 0.00)
Loads
SECTION D3X_ROOF: W=506 LB, E=682 LB (14.75ft)
SECTION D2X_ROOF & D1X_ROOF: W=1492 LB, E=911 LB (34ft & 11.5ft)
Wall Self-Weight Seismic = 366 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 48.00 Total panel Length (ft): 12.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 12.00 10.00 0.83 167 203 260 364 260 SW1
Ov e rturning Force s
Pane l
Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 1020 226 0 0 0 1707 1601 1020 226 0 0 0 1707 1601
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 12.00 10.00 1615 2339 HDU2/4X4 0.53/0.31 1615 2339 HDU2/4X4 0.53/0.31 1.129 2.400
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 14
901 E Myrtle St
Unit# 23/14/2025
SW_LINE D 1st Floor Passe d
Exterior Wall Drection X Location:(0.00, 0.00)
Loads
SECTION D1X_ROOF & D2X_ROOF: W=1071 LB, E=519 LB (16.75ft & 9.5ft)
Wall Self-Weight Seismic = 77 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 10.00 Total panel Length (ft): 4.75 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 2.38 7.00 2.94 226 158 260 321 229 SW1 (2)
B 2.37 7.00 2.95 226 158 260 321 229 SW1 (2)
Ov e rturning Force s
Pane l
Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 202 226 0 0 0 2570 1388 202 226 0 0 0 2570 1388
B 201 226 0 0 0 2571 1389 201 226 0 0 0 2571 1389
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 2.38 10.00 2449 2796 HDU2/4X4 0.80/0.37 2449 2796 HDU2/4X4 0.80/0.37 1.908 2.400
B 2.37 10.00 2451 2798 HDU2/4X4 0.80/0.37 2451 2798 HDU2/4X4 0.80/0.37 1.915 2.400
(2) Tension on strap = 1841 < 3300x2 = 6000 Use (2)ST6236 Each Post. See detail on plan for more information.
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 15
901 E Myrtle St
Unit# 23/14/2025
SW_LINE E 1st Floor Passe d
Exterior Wall Drection X Location:(0.00, 0.00)
Loads
SECTION D1X_ROOF: W=221 LB, E=107 LB (5.25ft)
Wall Self-Weight Seismic = 16 LB
Pane l Type : USER DESGIN
Total Length (ft): 10.00 Total panel Length (ft): 0.00 ρ = 1.3
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 16
901 E Myrtle St
Unit# 23/14/2025
Seismic Calcs Date: 8/26/2024
LINE E : Timber Frames
Lateral Load is imported from Wood Frame Analysis
(R = 6.5, p = 1.3, ASD Method)
ww =0.221 kip
Ew =0.156 kip
Lateral Load is increased ( Timber Frames )
(R = 1.5, p = 1.3, LRFD Method)
W w 0.221
0.6 0.6
Ew x 6.5 0.156 x 6.5
1.5 x 0.7 1.5 x 0.7
Total load on Each Cant. Column
0.37
2
0.74
2
kip
kip
0.185 kip
0.37 kip
=
=
0.37
0.74
W=
E =
W=
E =
=
=
=
=
Page 17
901 E Myrtle St
Unit# 23/14/2025
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE E
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
.Code References
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Wood Section Name 6x6Analysis Method :
9Overall Column Height ft
Load Resistance Factor Design
( Used for non-slender calculations )Allow Stress Modification Factors
End Fixities Top Free, Bottom Fixed
Wood Species Douglas Fir-Larch
Wood Grade No.1
Fb +1,200.0
1,200.0 psi
1,000.0
625.0
170.0
825.0
31.210
psi Fv psi
Fb -Ft psi
Fc - Prll psi
psi
Density pcf
Fc - Perp
E : Modulus of Elasticity . . .
1,600.0
580.0
1,600.0
580.0
Cfu : Flat Use Factor 1.0
Cf or Cv for Tension 1.0
Use Cr : Repetitive ?
Kf : Built-up columns 1.0 NDS 15.3.2
Exact Width 5.50 in
Exact Depth 5.50 in
Area 30.250 in^2
Ix 76.255 in^4
Iy 76.255 in^4
Wood Grading/Manuf.Graded Lumber
Wood Member Type Sawn
Ct : Temperature Factor 1.0
Cf or Cv for Compression 1.0
1,600.0
Axial
Cm : Wet Use Factor 1.0
Cf or Cv for Bending 1.0
x-x Bending y-y Bending
ksi No
Minimum
Basic
Y-Y (depth) axis :
X-X (width) axis :
Unbraced Length for buckling ABOUT X-X Axis = 9 ft, K = 2.1
Unbraced Length for buckling ABOUT Y-Y Axis = 9 ft, K = 2.1
Brace condition for deflection (buckling) along columns :
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Column self weight included : 59.006 lbs * Dead Load Factor
BENDING LOADS . . .
Lat. Point Load at 9.0 ft creating Mx-x, W = 0.1850, E = 0.370 k
.DESIGN SUMMARY
PASS
PASS
Max. Axial+Bending Stress Ratio =0.5597
Location of max.above base 0.0 ft
Applied Axial 0.08293 k
Applied Mx -3.330 k-ft
Load Combination +1.405D+E
Load Combination +0.6946D-E
Bending & Shear Check Results
Maximum Shear Stress Ratio =
Applied Design Shear 18.347 psi
367.20Allowable Shear psi
0.03331 : 1 Bending Compression Tension
LRFD - Format Conversion factor 2.541 2.400 2.700
LRFD - Resistance factor 0.850 0.900 0.800Location of max.above base 0.0 ft
: 1
At maximum location values are . . .
Applied My 0.0 k-ft
Maximum SERVICE Lateral Load Reactions . .
Top along Y-Y 0.0 k Bottom along Y-Y 0.370 k
Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla Comp + Mxx, NDS Eq. 3.9-3
Maximum SERVICE Load Lateral Deflections . . .
Along Y-Y 1.267 in at 9.0 ft above base
for load combination :E Only
Along X-X 0.0 in at 0.0 ft above base
Fc : Allowable 402.161 psi
Other Factors used to calculate allowable stresses . . .
for load combination :n/a
.
Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCLambdaLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus
Load Combination Results
+1.20D 0.800 PASS PASS0.0 0.0 0.0 ft0.230 ft0.005898
+1.20D+0.50W 0.800 PASS PASS0.0 0.01041 0.0 ft0.230 ft0.1747
+1.20D-0.50W 0.800 PASS PASS0.0 0.01041 0.0 ft0.230 ft0.1747
+1.20D+W 1.000 PASS PASS0.0 0.01666 0.0 ft0.186 ft0.2796
+1.20D-W 1.000 PASS PASS0.0 0.01666 0.0 ft0.186 ft0.2796
+0.90D+W 1.000 PASS PASS0.0 0.01666 0.0 ft0.186 ft0.2792
+0.90D-W 1.000 PASS PASS0.0 0.01666 0.0 ft0.186 ft0.2792
+1.405D+E 1.000 PASS PASS0.0 0.03331 0.0 ft0.186 ft0.5597
+1.405D-E 1.000 PASS PASS0.0 0.03331 0.0 ft0.186 ft0.5597
+0.6946D+E 1.000 PASS PASS0.0 0.03331 0.0 ft0.186 ft0.5578
+0.6946D-E 1.000 PASS PASS0.0 0.03331 0.0 ft0.186 ft0.5578
.
Page 18
901 E Myrtle St
Unit# 23/14/2025
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE E
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
k k-ft
Note: Only non-zero reactions are listed.
Load Combination
X-X Axis Reaction Y-Y Axis Reaction Axial Reaction
@ Base @ Top @ Base@ Base @ Top
Maximum Reactions
@ Base @ Base@ Top @ Top
My - End Moments Mx - End Moments
D Only 0.059
+D+0.60W 0.0590.111 0.999
+D-0.60W 0.059-0.111 -0.999
+D+0.450W 0.0590.083 0.749
+D-0.450W 0.059-0.083 -0.749
+0.60D+0.60W 0.0350.111 0.999
+0.60D-0.60W 0.035-0.111 -0.999
+D+0.70E 0.0590.259 2.331
+D-0.70E 0.059-0.259 -2.331
+D+0.5250E 0.0590.194 1.748
+D-0.5250E 0.059-0.194 -1.748
+0.60D+0.70E 0.0350.259 2.331
+0.60D-0.70E 0.035-0.259 -2.331
W Only 0.185 1.665
-W -0.185 -1.665
E Only 0.370 3.330
E Only * -1.0 -0.370 -3.330
.Maximum Deflections for Load Combinations
Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance
D Only 0.0000 0.000 0.000ftftinin0.000
+D+0.60W 0.0000 0.380 9.000ftftinin0.000
+D-0.60W 0.0000 -0.380 9.000ftftinin0.000
+D+0.450W 0.0000 0.285 9.000ftftinin0.000
+D-0.450W 0.0000 -0.285 9.000ftftinin0.000
+0.60D+0.60W 0.0000 0.380 9.000ftftinin0.000
+0.60D-0.60W 0.0000 -0.380 9.000ftftinin0.000
+D+0.70E 0.0000 0.887 9.000ftftinin0.000
+D-0.70E 0.0000 -0.887 9.000ftftinin0.000
+D+0.5250E 0.0000 0.665 9.000ftftinin0.000
+D-0.5250E 0.0000 -0.665 9.000ftftinin0.000
+0.60D+0.70E 0.0000 0.887 9.000ftftinin0.000
+0.60D-0.70E 0.0000 -0.887 9.000ftftinin0.000
W Only 0.0000 0.633 9.000ftftinin0.000
-W 0.0000 -0.633 9.000ftftinin0.000
E Only 0.0000 1.267 9.000ftftinin0.000
E Only * -1.0 0.0000 -1.254 8.940ftftinin0.000
.
Page 19
901 E Myrtle St
Unit# 23/14/2025
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE E
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Sketches
Page 20
901 E Myrtle St
Unit# 23/14/2025
SW_LINE 1 1st Floor Passe d
Exterior Wall Drection Y Location:(1.14, -15.85)
Loads
SECTION D3Y_ROOF: W=1275 LB, E=875 LB (29.75ft)
Wall Self-Weight Seismic = 168 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 15.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 159 163 260 364 260 SW1
Ov e rturning Force s
Pane l Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 1654 1302 680 226 0 0 0 1654 1302
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 1383 1952 HDU2/4X4 0.45/0.25 1383 1952 HDU2/4X4 0.45/0.25 1.026 2.400
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
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:
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Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 21
901 E Myrtle St
Unit# 23/14/2025
SW_LINE 2 1st Floor Passe d
Exterior Wall Drection Y Location:(0.00, 0.00)
Loads
SECTION D1Y_ROOF: W=245 LB, E=284 LB (10ft)
SECTION D2Y_ROOF: W=367 LB, E=221 LB (10ft)
SECTION D3Y_ROOF: W=1275 LB, E=875 LB (29.75ft)
Wall Self-Weight Seismic = 249 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 41.00 Total panel Length (ft): 8.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 8.00 10.00 1.25 236 255 260 364 260 SW1
Ov e rturning Force s
Pane l Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 680 226 0 0 0 2448 2038 680 226 0 0 0 2448 2038
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 8.00 10.00 2339 2907 HDU2/4X4 0.76/0.38 2339 2907 HDU2/4X4 0.76/0.38 1.641 2.400
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
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:
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Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 22
901 E Myrtle St
Unit# 23/14/2025
SW_LINE 3 1st Floor Passe d
Exterior Wall Drection Y Location:(0.00, 0.00)
Loads
SECTION D1Y_ROOF: W=245 LB, E=284 LB (10ft)
SECTION D2Y_ROOF: W=358 LB, E=215 LB (9.75ft)
SECTION D4Y_ROOF: W=357 LB, E=127 LB (8.75ft)
Wall Self-Weight Seismic = 496 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 41.00 Total panel Length (ft): 12.00 ρ = 1.3
Pane l Width (ft)Ne t
He ight (ft)H/W Actual (plf)Allowable
(plf)
Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic
A 12.00 13.00 1.08 80 109 260 364 260 SW1
Ov e rturning Force s
Pane l
Le ft Force s (lb)Right Force s (lb)
Dup Ddown L Lr S W E Dup Ddown L Lr S W E
A 1326 294 0 0 0 1065 1119 1326 294 0 0 0 1065 1119
Holdown & De fle ction Che ck
Pane l Width (ft)
Ne t
He ight
(ft)
Le ft
Ratio
Right
Ratio
Pane l
De fle ction (in)
Uplift
(LB)
Down
(LB)Holdown/Post Uplift
(LB)
Down
(LB)Holddown/Post Actual Allowable
A 12.00 13.00 849 1791 HDU2/4X4 0.28/0.23 849 1791 HDU2/4X4 0.28/0.23 0.804 3.120
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 23
901 E Myrtle St
Unit# 23/14/2025
SW_LINE 4 1st Floor Passe d
Exterior Wall Drection Y Location:(0.00, 0.00)
Loads
SECTION D4Y_ROOF: W=357 LB, E=127 LB (8.75ft)
Wall Self-Weight Seismic = 50 LB
Pane l Type : USER DESGIN
Total Length (ft): 24.00 Total panel Length (ft): 0.00 ρ = 1.3
vG23.06.30
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Company
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 24
901 E Myrtle St
Unit# 23/14/2025
Seismic Calcs Date: 03/05/2025
LINE 4 : Timber Frames
Lateral Load is imported from Wood Frame Analysis
(R = 6.5, p = 1.3, ASD Method)
0.357 kip
0.216 kip
Lateral Load is increased ( Timber Frames )
(R = 1.5, p = 1.3, LRFD Method)
W= =0.357 = 0.6 kip0.6 0.6
E = =0.216 x 6.5 = 1.03 kip1.5 x 0.7 1.5 x 0.7
Total load on Each Cant. Column
W=0.60 =0.15 kip4
E =1.03 = 0.26 kip4
ww =
Ew =
Ww
Ew x 6.5
Page 25
901 E Myrtle St
Unit# 23/14/2025
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE 4
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
.Code References
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Wood Section Name 6x6Analysis Method :
10Overall Column Height ft
Load Resistance Factor Design
( Used for non-slender calculations )Allow Stress Modification Factors
End Fixities Top Free, Bottom Fixed
Wood Species Douglas Fir-Larch
Wood Grade No.1
Fb +1,200.0
1,200.0 psi
1,000.0
625.0
170.0
825.0
31.210
psi Fv psi
Fb -Ft psi
Fc - Prll psi
psi
Density pcf
Fc - Perp
E : Modulus of Elasticity . . .
1,600.0
580.0
1,600.0
580.0
Cfu : Flat Use Factor 1.0
Cf or Cv for Tension 1.0
Use Cr : Repetitive ?
Kf : Built-up columns 1.0 NDS 15.3.2
Exact Width 5.50 in
Exact Depth 5.50 in
Area 30.250 in^2
Ix 76.255 in^4
Iy 76.255 in^4
Wood Grading/Manuf.Graded Lumber
Wood Member Type Sawn
Ct : Temperature Factor 1.0
Cf or Cv for Compression 1.0
1,600.0
Axial
Cm : Wet Use Factor 1.0
Cf or Cv for Bending 1.0
x-x Bending y-y Bending
ksi No
Minimum
Basic
Y-Y (depth) axis :
X-X (width) axis :
Unbraced Length for buckling ABOUT X-X Axis = 10 ft, K = 2.1
Unbraced Length for buckling ABOUT Y-Y Axis = 10 ft, K = 2.1
Brace condition for deflection (buckling) along columns :
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Column self weight included : 65.563 lbs * Dead Load Factor
BENDING LOADS . . .
Lat. Point Load at 10.0 ft creating Mx-x, W = 0.150, E = 0.260 k
.DESIGN SUMMARY
PASS
PASS
Max. Axial+Bending Stress Ratio =0.4381
Location of max.above base 0.0 ft
Applied Axial 0.09214 k
Applied Mx -2.60 k-ft
Load Combination +1.405D+E
Load Combination +0.6946D-E
Bending & Shear Check Results
Maximum Shear Stress Ratio =
Applied Design Shear 12.893 psi
367.20Allowable Shear psi
0.02341 : 1 Bending Compression Tension
LRFD - Format Conversion factor 2.541 2.400 2.700
LRFD - Resistance factor 0.850 0.900 0.800Location of max.above base 0.0 ft
: 1
At maximum location values are . . .
Applied My 0.0 k-ft
Maximum SERVICE Lateral Load Reactions . .
Top along Y-Y 0.0 k Bottom along Y-Y 0.260 k
Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla Comp + Mxx, NDS Eq. 3.9-3
Maximum SERVICE Load Lateral Deflections . . .
Along Y-Y 1.221 in at 10.0 ft above base
for load combination :E Only
Along X-X 0.0 in at 0.0 ft above base
Fc : Allowable 328.844 psi
Other Factors used to calculate allowable stresses . . .
for load combination :n/a
.
Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCLambdaLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus
Load Combination Results
+1.20D 0.800 PASS PASS0.0 0.0 0.0 ft0.188 ft0.007989
+1.20D+0.50W 0.800 PASS PASS0.0 0.008440 0.0 ft0.188 ft0.1578
+1.20D-0.50W 0.800 PASS PASS0.0 0.008440 0.0 ft0.188 ft0.1578
+1.20D+W 1.000 PASS PASS0.0 0.01350 0.0 ft0.152 ft0.2524
+1.20D-W 1.000 PASS PASS0.0 0.01350 0.0 ft0.152 ft0.2524
+0.90D+W 1.000 PASS PASS0.0 0.01350 0.0 ft0.152 ft0.2519
+0.90D-W 1.000 PASS PASS0.0 0.01350 0.0 ft0.152 ft0.2519
+1.405D+E 1.000 PASS PASS0.0 0.02341 0.0 ft0.152 ft0.4381
+1.405D-E 1.000 PASS PASS0.0 0.02341 0.0 ft0.152 ft0.4381
+0.6946D+E 1.000 PASS PASS0.0 0.02341 0.0 ft0.152 ft0.4360
+0.6946D-E 1.000 PASS PASS0.0 0.02341 0.0 ft0.152 ft0.4360
.
Page 26
901 E Myrtle St
Unit# 23/14/2025
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE 4
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
k k-ft
Note: Only non-zero reactions are listed.
Load Combination
X-X Axis Reaction Y-Y Axis Reaction Axial Reaction
@ Base @ Top @ Base@ Base @ Top
Maximum Reactions
@ Base @ Base@ Top @ Top
My - End Moments Mx - End Moments
D Only 0.066
+D+0.60W 0.0660.090 0.900
+D-0.60W 0.066-0.090 -0.900
+D+0.450W 0.0660.068 0.675
+D-0.450W 0.066-0.068 -0.675
+0.60D+0.60W 0.0390.090 0.900
+0.60D-0.60W 0.039-0.090 -0.900
+D+0.70E 0.0660.182 1.820
+D-0.70E 0.066-0.182 -1.820
+D+0.5250E 0.0660.137 1.365
+D-0.5250E 0.066-0.137 -1.365
+0.60D+0.70E 0.0390.182 1.820
+0.60D-0.70E 0.039-0.182 -1.820
W Only 0.150 1.500
-W -0.150 -1.500
E Only 0.260 2.600
E Only * -1.0 -0.260 -2.600
.Maximum Deflections for Load Combinations
Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance
D Only 0.0000 0.000 0.000 ftftinin0.000
+D+0.60W 0.0000 0.423 10.000 ftftinin0.000
+D-0.60W 0.0000 -0.423 10.000 ftftinin0.000
+D+0.450W 0.0000 0.317 10.000 ftftinin0.000
+D-0.450W 0.0000 -0.317 10.000 ftftinin0.000
+0.60D+0.60W 0.0000 0.423 10.000 ftftinin0.000
+0.60D-0.60W 0.0000 -0.423 10.000 ftftinin0.000
+D+0.70E 0.0000 0.855 10.000 ftftinin0.000
+D-0.70E 0.0000 -0.855 10.000 ftftinin0.000
+D+0.5250E 0.0000 0.641 10.000 ftftinin0.000
+D-0.5250E 0.0000 -0.641 10.000 ftftinin0.000
+0.60D+0.70E 0.0000 0.855 10.000 ftftinin0.000
+0.60D-0.70E 0.0000 -0.855 10.000 ftftinin0.000
W Only 0.0000 0.705 10.000 ftftinin0.000
-W 0.0000 -0.705 10.000 ftftinin0.000
E Only 0.0000 1.221 10.000 ftftinin0.000
E Only * -1.0 0.0000 -1.209 9.933 ftftinin0.000
.
Page 27
901 E Myrtle St
Unit# 23/14/2025
Wood Column
LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:CANT. COLUMN LINE 4
Project File: 231014.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Sketches
Page 28
901 E Myrtle St
Unit# 23/14/2025
LOAD COMBINATIONS
(Load Standard: ASCE 7-16)
id Load case De ad Sds*De ad Liv e Roof
Liv e Snow Wind Se ismic Dire ction
Load
Dur ation
Factor CD
1 D 1 0.9
2 D + L 1 1 1
3 D + Lr 1 1 1.25
4 D + S 1 1 1.15
5 D + 0.75L + 0.75Lr 1 0.75 0.75 1.25
6 D + 0.75L + 0.75S 1 0.75 0.75 1.15
7 D + 0.6W (N)1 0.6 N_S 1.6
8 D + 0.6W (S)1 0.6 S_N 1.6
9 D + 0.6W (E)1 0.6 E_W 1.6
10 D + 0.6W (W)1 0.6 W_E 1.6
11 D + 0.75(0.6W) (N) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 N_S 1.6
12 D + 0.75(0.6W) (S) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 S_N 1.6
13 D + 0.75(0.6W) (E) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 E_W 1.6
14 D + 0.75(0.6W) (W) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 W_E 1.6
15 D + 0.75(0.6W) (N) + 0.75L + 0.75S 1 0.75 0.75 0.45 N_S 1.6
16 D + 0.75(0.6W) (S) + 0.75L + 0.75S 1 0.75 0.75 0.45 S_N 1.6
17 D + 0.75(0.6W) (E) + 0.75L + 0.75S 1 0.75 0.75 0.45 E_W 1.6
18 D + 0.75(0.6W) (W) + 0.75L + 0.75S 1 0.75 0.75 0.45 W_E 1.6
19 0.6D + 0.6W (N)0.6 0.6 N_S 1.6
20 0.6D + 0.6W (S)0.6 0.6 S_N 1.6
21 0.6D + 0.6W (E)0.6 0.6 E_W 1.6
22 0.6D + 0.6W (W)0.6 0.6 W_E 1.6
23 (1.0 + 0.14Sds)D + 0.7ΩE (N)1 0.14 0.7 N_S 1.6
24 (1.0 + 0.14Sds)D + 0.7ΩE (S)1 0.14 0.7 S_N 1.6
25 (1.0 + 0.14Sds)D + 0.7ΩE (E)1 0.14 0.7 E_W 1.6
26 (1.0 + 0.14Sds)D + 0.7ΩE (W)1 0.14 0.7 W_E 1.6
27 (1.0 + 0.105Sds)D + 0.525ΩE (N) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 N_S 1.6
28 (1.0 + 0.105Sds)D + 0.525ΩE (S) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 S_N 1.6
29 (1.0 + 0.105Sds)D + 0.525ΩE (E) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 E_W 1.6
30 (1.0 + 0.105Sds)D + 0.525ΩE (W) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 W_E 1.6
31 (0.6 - 0.14Sds)D + 0.7ΩE (N)0.6 -0.14 0.7 N_S 1.6
32 (0.6 - 0.14Sds)D + 0.7ΩE (S)0.6 -0.14 0.7 S_N 1.6
33 (0.6 - 0.14Sds)D + 0.7ΩE (E)0.6 -0.14 0.7 E_W 1.6
34 (0.6 - 0.14Sds)D + 0.7ΩE (W)0.6 -0.14 0.7 W_E 1.6
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
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:
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Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 29
901 E Myrtle St
Unit# 23/14/2025
Be am ID: 1.1
Section type:Douglas Fir-Larch No.2
Section name:2x6
Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180
E (psi): 1600000 Lu (ft): 0
Ignore shear within (d): True Repetitive member : True
Applie d Loads:
Load_Roof 53.2PLF =2.66 x (20+20)/2 @ 0' to 9'
SELF WEIGHT 1.93PLF From 0' to 9'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1.15
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 128 0 120 0 0 0 0 0 248/0
2 128 0 120 0 0 0 0 0 248/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)558 4.5 1060 53 1.25
Shear (lbs)222 0 1238 18 1.25
Live Deflection 0.118 4.5 0.3 39 -
Total Deflection 0.245 4.5 0.45 54 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
Be am ID: 1
Section type:Douglas Fir-Larch No.1
Section name:6x6
Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170
E (psi): 1600000 Lu (ft): 7.5
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 225PLF =11.25 x (20+20)/2 @ 0' to 7.5'
SELF WEIGHT 7.09PLF From 0' to 7.5'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 448 0 422 0 0 0 0 0 870/0
2 448 0 422 0 0 0 0 0 870/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)1632 3.75 3884 42 1.25
Shear (lbs)758 7.5 4285 18 1.25
Live Deflection 0.066 3.75 0.25 26 -
Total Deflection 0.135 3.75 0.375 36 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 30
901 E Myrtle St
Unit# 23/14/2025
Be am ID: 2
Section type:Douglas Fir-Larch No.1
Section name:6x6
Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170
E (psi): 1600000 Lu (ft): 6.25
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 140PLF =7 x (20+20)/2 @ 0' to 6.25'
SELF WEIGHT 7.09PLF From 0' to 6.25'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 241 0 219 0 0 0 0 0 460/0
2 241 0 219 0 0 0 0 0 460/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)718 3.12 3887 18 1.25
Shear (lbs)390 6.25 4285 9 1.25
Live Deflection 0.020 3.12 0.208 10 -
Total Deflection 0.041 3.12 0.312 13 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
Be am ID: 5
Section type:Douglas Fir-Larch No.2
Section name:2x8
Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180
E (psi): 1600000 Lu (ft): 0
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 240PLF =12 x (20+20)/2 @ 0' to 6.25'
SELF WEIGHT 2.55PLF From 0' to 6.25'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 383 0 375 0 0 0 0 0 758/0
2 383 0 375 0 0 0 0 0 758/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)1184 3.12 1478 80 1.25
Shear (lbs)598 0 1631 37 1.25
Live Deflection 0.054 3.12 0.208 26 -
Total Deflection 0.109 3.12 0.312 35 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
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Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 31
901 E Myrtle St
Unit# 23/14/2025
Be am ID: 3
Section type:Douglas Fir-Larch No.1
Section name:6x6
Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170
E (psi): 1600000 Lu (ft): 9.5
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 53.2PLF =2.66 x (20+20)/2 @ 0' to 9.5'
POINT supp#2 of Beam 5 @ 4.75ft, (D=383 Lr=375)
SELF WEIGHT 7.09PLF From 0' to 9.5'
Point Load Location
Factors:
Ct = 1 Cm = 1 CL = 0.99 CF = 1 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 352 0 314 0 0 0 0 0 665/0
2 352 0 314 0 0 0 0 0 665/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)2480 4.75 3880 64 1.25
Shear (lbs)639 9.5 4285 15 1.25
Live Deflection 0.135 4.75 0.317 43 -
Total Deflection 0.282 4.75 0.475 59 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
Be am ID: 4
Section type:Douglas Fir-Larch No.2
Section name:4x12
Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180
E (psi): 1600000 Lu (ft): 0
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 180PLF =9 x (20+20)/2 @ 0' to 14.25'
Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 14.25'
SELF WEIGHT 9.23PLF From 0' to 14.25'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1.1 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 802 0 736 0 0 0 0 0 1538/0
2 802 0 736 0 0 0 0 0 1538/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)5478 7.12 7614 72 1.25
Shear (lbs)1331 0 5906 23 1.25
Live Deflection 0.144 7.12 0.475 30 -
Total Deflection 0.301 7.12 0.712 42 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
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:
:
:
Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 32
901 E Myrtle St
Unit# 23/14/2025
Be am ID: 6
Section type:Douglas Fir-Larch No.2
Section name:4x6
Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180
E (psi): 1600000 Lu (ft): 5.25
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 53.2PLF =2.66 x (20+20)/2 @ 0' to 5.25'
Wall_Ex 68PLF =4 x 17 @ 0' to 5.25'
POINT supp#1 of Beam 5 @ 2.5ft, (D=383 Lr=375)
SELF WEIGHT 4.51PLF From 0' to 5.25'
Point Load Location
Factors:
Ct = 1 Cm = 1 CL = 0.99 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 461 0 266 0 0 0 0 0 727/0
2 443 0 248 0 0 0 0 0 691/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)1425 2.5 2137 67 1.25
Shear (lbs)666 0 2888 23 1.25
Live Deflection 0.031 2.57 0.175 18 -
Total Deflection 0.078 2.57 0.262 30 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
:
:
:
:
Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 08/26/2024
Client N/A
TIC Structure Design 2023
Page 33
901 E Myrtle St
Unit# 23/14/2025
Project:
Location: 901 E MYRTLE ST, SANTA ANA, CA 92701
page
of
StruCalc 9.0
StruCalc Version 10.0.1.5 8/21/2024 4:11:39 PM
Collar Tie
[201 International Building Code(201 NDS)]
1.5 IN x 5.5 IN x 8.0 FT (7 + 1) @ 16 O.C.
#2 - Douglas-Fir-Larch - Dry Use
1.5 x 5.5 Solid Sawn Lumber with minimum Ft = 575
Section Adequate By: 178.0%
Controlling Factor: Deflection
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
0.05
0.05
0.11
IN L/1665
in
IN L/832
Center
-0.03
-0.03
-0.05
IN 2L/1000
in
IN 2L/500
Right
RAFTER REACTIONS
Lower Live Load @ A & B
Lower Dead Load @ A & B
Lower Total Load @ A & B
Collar Tie Tension
LOADS
169
169
338
plf
plf
plf
REACTIONS
225
225
450
584
lb
lb
lb
lb
RAFTER SUPPORT DATA
Bearing Length
B
0.48 in
RAFTER DATA
Span Length
Unbraced Length-Bottom
Rafter Pitch
Collar Tie Location
Roof Duration Factor
Peak Notch Depth
Base Notch Depth
7
7.38
4
2.59
1.25
0.00
0.00
ft
ft
Interior
:12
ft
1
0
ft
ft
Eave
MATERIAL PROPERTIES
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
3.434 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
6.641 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.25 CF=1.30 Cr=1.15
Fv =
Cd=1.25
E =
Fc - ┴ =
337 ft-lb
-373 lb
900
180
1600
625
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
1682
225
1600
625
psi
psi
ksi
psi
Adjusted
2.41
2.49
7.48
337
-373
in3
in2
in4
ft-lb
lb
Req'd
7.56
8.25
20.8
1060
1238
in3
in2
in4
ft-lb
lb
Provided
RAFTER LOADING
Uniform Floor Loading
Roof Live Load:
Roof Dead Load:
Non-Snow Roof Loaded Area:
Slope Adjusted Spans And Loads
Interior Span:
Eave Span:
Rafter Live Load:
Eave Live Load:
Rafter Dead Load:
Rafter Total Load:
Eave Total Load:
LL =
DL =
RLA =
L-adj =
L-Eave-adj =
wL-adj =
wL-Eave-adj =
wD-adj =
wT-adj =
wT-Eave-adj =
20
20
0
7.38
1.05
24
24
25
49
49
psf
psf
sf
ft
ft
plf
plf
plf
plf
plf
LOADING DIAGRAM
1 ft 7 ft
2.59 ft
14 ft
0.23 ft
COLLAR TIE DESIGN
1.5 x 5.5 Solid Sawn Lumber with minimum Ft = 575
Tension Parallel to Grain
Collar Tie Location
Collar Tie Tension
Collar Tie Capacity
Nailing Required @ Both Ends
16d Common
16d Sinker
16d Box
Ft =
Cd=1.25 Cf=0.00
575
2.59
584
8895
4 Nails
4 Nails
5 Nails
psi
ft
lb
lb
Base Values
Ft' = 1078 psi
Adjusted
88
Page 34
901 E Myrtle St
Unit# 23/14/2025
Weight of Footing
Load_Roof
Wall_Ex
Footing/Pad ID: CF1 Continuous Footing
Soil Bearing: SB = 2400 PSF Post with parallel to footing: Bp = 3.5 in
Loads:
225.00 PLF = 150 x 1.00' x 1.50'
490PLF =24.5 x (20+20)/2
153PLF =9 x 17
Design Footing:
Total Weight: Wtotal = 868 PLF
Footing Width Required: Bf = Wtotal / SB = 868/2400 x 12 = 4.34 in
USE 12" WIDE X 18" DEEP Continuous Footing with #4 Cont. @ T & B (U.N.O)
vG23.06.30
:
:
:
:
Com pany
Project (N) DETACHED ADU, UNIT 2
Job No.231014
Plan
:
:
:
:
Designed T.M.
Checked P.P.
Date 2023-12-26
Client N/A
TIC Structure Design 2023
Page 35
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 1 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
GENERAL INFORMATION
01 Project Name 901 E Myrtle St - Unit 2 ADU
02 Run Title Title 24 Analysis
03 Project Location 901 E Myrtle St
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92701 07 Software Version EnergyPro 9.3
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)270
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 2
14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)799 19 Glazing Percentage (%)9.46%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 2 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
ENERGY DESIGN RATINGS
Energy Design Ratings Compliance Margins
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Standard Design 37 37.9 27.7
Proposed Design 36.6 37.1 27.3 0.4 0.8 0.4
RESULT3: PASS
1Efficiency EDR includes improvements like a better building envelope and more efficient equipment
2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries
3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded
•Standard Design PV Capacity: 2.05 kWdc
•PV System resized to 2.05 kWdc (a factor of 2.046) to achieve 'Standard Design PV' PV scaling
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 3 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0.18 0.89 1.05 7.83 -0.87 -6.94
Space Cooling 1.29 28.35 0.81 24.87 0.48 3.48
IAQ Ventilation 0.45 4.69 0.45 4.69 0 0
Water Heating 2.24 23.55 1.72 18.81 0.52 4.74
Self
Utilization/Flexibility
Credit
0 0 0 0
Efficiency Compliance
Total 4.16 57.48 4.03 56.2 0.13 1.28
Photovoltaics -2.81 -84.48 -2.81 -83.99
Battery 0 0
Flexibility 0
Indoor Lighting 0.94 8.79 0.94 8.79
Appl. & Cooking 6.52 42.15 6.48 41.7
Plug Loads 5.69 57.9 5.69 57.9
Outdoor Lighting 0.21 1.81 0.21 1.81
TOTAL COMPLIANCE 14.71 83.65 14.54 82.41
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 4 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 22.52 21.71 0.81 3.6
Net EUI2 8.24 7.43 0.81 9.83
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
2.05 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Insulation below roof deck
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 5 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Minimum Airflow
•Verified EER/EER2
•Verified SEER/SEER2
•Fan Efficacy Watts/CFM
•Verified HSPF2
•Verified heat pump rated heating capacity
•Duct leakage testing
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
901 E Myrtle St - Unit 2 ADU 799 1 2 1 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Living Area Conditioned HVAC System1 799 10 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)
North Wall Living Area R-15 Wall 0 Left 310 53.33 90
South Wall Living Area R-15 Wall 180 Right 310 17.25 90
West Wall Living Area R-15 Wall 270 Front 285 25 90
East Wall Living Area R-15 Wall 90 Back 285 17.8 90
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 6 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)
Roof Living Area R-38 + R-19 Roof Attic n/a n/a 799 n/a n/a
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Living Area Attic RoofLiving Area Ventilated 4 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
D4-5068 Window North Wall Left 0 1 33.33 0.3 NFRC 0.22 NFRC Bug Screen
WA-5040 Window North Wall Left 0 1 20 0.3 NFRC 0.22 NFRC Bug Screen
WB-2620 Window South Wall Right 180 1 5 0.3 NFRC 0.22 NFRC Bug Screen
WC-3636 Window South Wall Right 180 1 12.25 0.3 NFRC 0.22 NFRC Bug Screen
WB-2620 2 Window West Wall Front 270 1 5 0.3 NFRC 0.22 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D1-3068 West Wall 20 0.5
D2-2868 East Wall 17.8 0.5
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 7 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade Living Area 799 150 none 0 80%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofLiving Area Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-6.0 insul.
R-38 + R-19 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025
Over Ceiling Joists: R-28.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 8 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem
PROPH40 T2
RH37530 (40 gal,
JA13)
Outside Living Area Living Area
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC System1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 HVAC Fan 1 Air Distribution
System 1 Setback
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 9 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1 Central split HP 1 HSPF2 9.5 36000 24000 EER2SEER2 18 12.5 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Required 450 Required Required No Yes Yes Yes
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name Type Design Type
Duct Ins. R-value Duct Location Surface Area
Bypass Duct Duct Leakage HERS Verification
Supply Return Supply Return Supply Return
Air Distribution
System 1
Unconditioned
attic Non-Verified R-6 R-6 Attic Attic n/a n/a No Bypass Duct Sealed and Tested Air Distribution
System 1-hers-dist
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 10 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
HVAC DISTRIBUTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Duct Leakage
Verification
Duct Leakage
Target (%)
Verified Duct
Location
Verified Duct
Design Buried Ducts Deeply Buried
Ducts
Low-leakage Air
Handler
Low Leakage
Ducts Entirely in
Conditioned
Space
Air Distribution
System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Required 0.45
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam IAQVentRpt 46 0.35 Exhaust No n/a / n/a No Yes
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
901 E Myrtle St
Unit# 23/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:901 E Myrtle St - Unit 2 ADU Calculation Date/Time:2024-08-30T15:30:17+07:00 (Page 11 of 11)
Calculation Description:Title 24 Analysis Input File Name:901 E Myrtle St, Santa Ana - Unit 2.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-08-30 01:32:11
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Sang Luu
BB Brothers Corporation 08/30/2024
949 South Coast Dr.
Costa Mesa, CA 92626 9498365768
Tam Vo
424-P010194919A-000-000-0000000-0000 08/30/2024 01:39 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
901 E Myrtle St
Unit# 23/14/2025