HomeMy WebLinkAbout1402 W 10th St & Unit #2 - 101117923-24 - Plan2%
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JURISDICTION HAVING AUTHORITY: CITY OF SANTA ANA, CA 92703
LEGAL DESCRIPTION: TRACK 1262, LOT 18
ASSESSORS PARCEL NO. APN: 004-122-25
IN FLOOD ZONE FEMA SHFA'S: FLOOD ZONE X
CONSTRUCTION TYPE: V-B
ZONING: R1 RESIDENTIAL
OCCUPANCY GROUP: R3/U
SPRINKLERS: MAIN UNIT = NO; ADU = NO
NUMBER OF STORIES: MAIN UNIT = 1; ADU = 1
BUILDING MAX HEIGHT: 15'-9 1/2" (ALLOWABLE: 20 FT)
REQUIRED SETBACKS:
TO (E) MAIN HOUSE: 15 FT (BE REDUCED FOR ADU 800SF)
TO (E) GARAGE 5 FT
REAR & SIDE: 4 FT
SETBACKS INDICATE REQUIRED MINIMUM DISTANCE FROM PROPERTY LINES.
CONTRACTOR TO VERIFY ON SITE.
LOT SIZE : 6,219 SF (0.15 ACRES)
EXISTING:
(E) MAIN HOUSE LIVING AREA 1,290 SF
(E) ENTRY PORCH 143 SF
(E) STORAGE TO BE LEGALIZED 74 SF
(E) GARAGE AREA 360 SF
EXISTING TOTAL: 1,867 SF
NEW CONSTRUCTION:
(N) DETACHED ADU AREA 800 SF
(N) ENTRY PORCH 60 SF
NEW TOTAL:860 SF
MAXIMUM LOT COVERAGE: 35%
OVERALL LOT COVERAGE: 1,867 SF + 860 SF = 2,727 SF
2,727 SF / 6,219 SF = 43,8%
LOT COVERAGE AND USE INTENSITY MAXIMUM ESTABLISHED IN ZONING DISTRICT
MAY BE EXCEEDED TO PERMIT AN ADU UP TO 800SF IN SIZE.
OPEN SPACE REQUIREMENTS:1,200 SF
PROVIDED:1,807 SF (BE REDUCED FOR ADU 800SF)
ADU/SFR SQUARE FOOTAGE RATIO: 800 SF/ 1290 SF = 0.62
DRAINAGE DIRECTION AND SLOPE
PROPERTY LINE CORNER POINTS AND
ELEVATION DATUM
#KEYNOTE CALLOUTS
EXISTING TO BE REMAINED AND NEW CONSTRUCTION
EXISTING TO BE DEMOLISHED
FIRE SEPARATION DISTANCEF.S.D
FIRE SEPARATION LINE (IMAGINARY PROPERTY LINE)F.S.L
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. THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR
CONFIRMING ALL EXISTING UTILITY EASEMENTS AND/OR CLEARANCES ON-
SITE THAT MAY AFFECT THE PROJECT.
6. THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE
APPLICANT IS RESPONSIBLE FOR THE GIVEN ----- OF THE EXISTING PRIMARY
RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE
ACCURACY OF THE GIVE ----
7.ALL CONCEALED WORK INSTALLED WITHOUT PERMITS MUST BE EXPOSED
FOR INSPECTION TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS
INCLUDES METHODS OF ATTACHMENT AND ALL FOOTINGS, STRUCTURAL
MEMBERS, MECHANICAL, ELECTRICAL, PLUMBING AND INSULATION.
8. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN
REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION.
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 (SEE EXCEPTION ABV.)
TOTAL: 2 STALLS
PROJECT
LOCATION
0.2 MILES TO
PUBLIC TRANSITION
1. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND
TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
2. PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT
MATERIALS FOR SHOWER ENCLOSURE.
3. 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.
4. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND AMENDMENTS.
5. A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES WHICH DEFINE PROPERTY LINES, SET
BACKS, DESIGNATED PARKLAND OR STREET RIGHT-OF-WAY.
6. WATER HEATER MUST BE STRAPPED TO WALL.
7. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
8. 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.
9. SHEARWALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE STANDARD LISTED IN CH.6 & CH.7 CRC
10. UFER GROUND IS REQUIRED AT NEW ELECTRICAL SERVICE.
11. UNDERGROUND UTILITIES REQUIRED ON SITE PLAN AND SHOW FOR ELECTRICAL, CABLE TV. AND TELEPHONE.
12. ARC FAULT CIRCUIT INTERRUPTION PROTECTION IS REQUIRED FOR ALL BRANCH CIRCUITS PER 2022 CRC210.12
SHALL BE AFCI PROTECTED.
13. BATHROOMS, KITCHEN, GARAGE & OUTSIDE OUTLETS WILL BE GFCI PROTECTED RECEPTACLE OUTLETS.
14. PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND LAUNDRY ROOMS WITHOUT OPENABLE WINDOW.
15. 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
16. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS
GREATER.
17. 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.
18. 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.
19. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.
20. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND THE DESIGNER/ENGINEERS SHALL BE
NOTIFIED, IN WRITING, IMMEDIATELY.
21. VERIFY WITH AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT ASBESTOS REPORT TO BUILDING DIVISION PRIOR TO
DEMOLITION PERMIT ISSUANCE.
22. WHEN SOLAR PANEL IS REQUIRED, SOLAR PLANS SHALL BE REVIEWED AND APPROVED BY BUILDING DIVISION PRIOR TO ROOF
SHEATHING INSPECTION.
23. THE APPLICANT/OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING EASEMENTS AND/OR CLEARANCES ON -SITE THAT MAY
AFFECT THE PROJECT.
2
THE PROPOSED PROJECT IS A NEW 800 SF DETACHED ADU
AND CONSIST OF:
- 2 BEDROOMS, 2 BATHROOMS.
- KITCHEN, DINING, LIVING ROOM.
- FRONT PORCH: 60 SF
- NEW CENTRAL AC, NEW HEATPUMP WATER HEATER, NEW AIR
HANDLERS.
- DUAL-GANG METER, 225 APM SUB-PANEL.
EXISTING PERMIT REQUIRED: STORAGE AND A/C CONDENSER
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 .CITY OF SANTA ANA AMENDMENTS AND MUNICIPAL CODE.
LEGAL JURISDICTION : CITY OF SANTA ANA, CA 92703
THE DESIGN OF THE ACCESSORY DWELLING UNIT SHALL BE
ARCHITECTURALLY COMPATIBLE WITH THE MAIN DWELLING UNIT, WITH ALL
DESIGN. THE DESIGN, COLOR, MATERIAL AND TEXTURE OF THE ROOF SHALL
BE SUBSTANTIALLY THE SAME AS THE MAIN DWELLING UNIT.
2.07 kWdc PV SYSTEM WILL BE UNDER A SEPARATE PERMIT
THE MAIN ELECTRICAL SERVICE PANEL RATING OF 225AMPS. 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.
PL 60.00'
PL
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SETBACK
5'-0"29'-4"
SEPARATION
6'-0"
(E)
18'-0"
(E)
1'-6"
(E) GARAGE
360 SF
(E) MAIN HOUSE
1402 W 10TH ST, SANTA ANA, CA 92703
1,290 SF
(E) ENTRY PORCH 143 SF
10TH ST
STREET CENTERLINE
(E
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5'
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(E
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LEGALIZED - 74 SFF.
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F.S.D
3'-0"
F.S.D
3'-0"
(N) DETACHED ADU
1402 W 10TH ST, UNIT 2,
SANTA ANA, CA 92703
800 SF
(E)
24'-8"
(E)
21'-10"
ENTRY PORCH 60 SF
4'-0" 1'-0"
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3'-1"
(E)
1'-0"
(E)
1'-0"
(E)
8'-5"
UPGRADE TO 1HR
FIRE RATED WALL
(E)
8'-0"
5FT PUBLIC UTILITY EASEMENT
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AD.10
9
AD.10
EXCESSIVE
CONCRETE
(E) POWER POLE
17
AD.10
17
AD.10
1
2 (E) BLOCK WALL 6FT HEIGHT
3
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6
7
8
9
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12
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DRIVEWAY, ON DRIVEWAY PARKING 10'X20' PER SPACE
(E) LANDSCAPE
(E) TREE TO BE REMOVED
(E) A/C UNIT TO BE LEGALIZED
(E) GATE
(E) MAIN HOUSE 200AMP
ELECTRICAL PANEL
(E) WATER METER
1.1
(E) GAS METER
(E) MAIN HOUSE
ELECTRICAL METER
(E) WALKWAY
ROOF LINE ABOVE
(N) WATER METER (1" MINIMUM PER CITY REQUIREMENT)
(N) GAS METER
14 (N) CONSUMER TANK W/ HEATPUMP
15 (N) HEATPUMP UNIT ON 3" THICK CONCRETE PAD
16 (N) ELECTRICAL SUB-PANEL 225AMPS FOR ADU
17 (N) DUAL-GANG ELEC. METER FOR ADU
18 (N) 1HR FIRE RESISTANCE EAVE, SEE DTL 17/AD.10
19 1HR FIRE RATED WALL, SEE DETAIL 16/ AD.10
UNPROTECTED OPENING MAX 25% WALL AREA,
SEE NORTH ELEVATION/ A.06
LANDSCAPE/ PLANTS (65% MINIMUM)
793/1200 = 66%
PERMEABLE HARDSCAPE (35% MAXIMUM)
407/1200= 34%
FRONT YARD 20FT AREA = 60 X 20= 1200 SF
(*)
(*) TURF
A. TURF SHALL BE DROUGHT TOLERANT VARIETY AND PLANTED AS SOD OR
HYDROSEED.
B. GROUND COVER SHALL BE WELL-ROOTED CUTTINGS FROM FLATS AND
PLANTED AT APPROPRIATE SPACING FOR THAT PARTICULAR PLANT MATERIAL.
P.
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(E)
18'-0"
(E)
1'-6"
(E) GARAGE
360 SF
(E) MAIN HOUSE
1402 W 10TH ST, SANTA ANA, CA 92703
1,290 SF
(E) ENTRY PORCH 143 SF
10TH ST
STREET CENTERLINE
(E
)
5'
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(E
)
7'
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(E
)
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(E) STORAGE
74 SF(E)
24'-8"
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(E
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(E
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3'-1"
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1'-0"
(E)
1'-0"
(E)
8'-5"
(E) OPEN SPACE
1,807 SF
6
7
(E)
8'-0"
5FT PUBLIC UTILITY EASEMENT
9
(E) POWER POLE
CURB
(E
)
1'
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(E)
1'-0"
(E
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1'
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EXISTING (1) 24" BOX CANOPY TREE
NEW (6) 5-GAL SHRUBS
(10) 1-GALLON SIZE HERBACEOUS
PERENNIALS/ SHRUBS
NOTE: ALL TREE SHALL BE DOUBLE-STACKED
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, LAUNDRY
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
1 02/01/2024 1ST PLAN CORRECTION
2 02/22/2024 2ND PLAN CORRECTION
A.00
SITE PLAN
(N
)
D
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0
2
W
1
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3
SHEET INDEX
SITE PLAN KEYNOTES
SYMBOL
CONSTRUCTION NOTES
VICINITY MAPGENERAL 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 PLANS & ELEVATIONS
A.05 PROPOSED FLOOR PLAN & ROOF PLAN
A.06 ELEVATIONS & SECTIONS
A.07 ELECTRICAL/ LIGHTING PLAN
AD.10 ARCHITECTURAL DETAILS
D.01 DRAINAGE PLAN
T24.1 TITLE 24
T24.2 TITLE 24 (CONT.)
T-24.3 TITLE 24 (CONT.)
STRUCTURAL
S-0.10 GENERAL NOTES & REQUIREMENTS
S-0.11 GENERAL NOTES & REQUIREMENTS
S-0.12 SOIL REPORT
S-0.13 SOIL REPORT
S-0.14 SOIL REPORT
S-0.20 TYPICAL DETAILS
S-1.0 FOUNDATION & ROOF FRAMING (ADU)
S-2.0 PARTIAL FOUNDATION & ROOF FRAMING PLAN (MAIN HOUSE)
SD1.0 FOUNDATION DETAILS
SD2.0 STRUCTURAL DETAILS
SCOPE OF WORK
APPLICABLE CODE
ADU NOTES
DEFERRED
1" = 10'-0" 2PROPOSED SITE PLAN
LANDSCAPE LEGEND
1" = 10'-0" 1EXISTING SITE PLAN
DIG ALERT 811
DIG ALERT (811) IS TO BE CONTACTED AND THAT COMPLIANCE WITH
EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216
WILL BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE
OWNER/ CONSTRACTOR ACKNOWLEDGEMENT SIGNATURE
THE ADU SF/SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE
APPLICANT IS RESPNSIBLE FOR THE GIVEN "SFR SF" OF THE EXISTING PRIMARY
RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE
ACCURACY OF THE GIVEN "SFR SF"
BLDG #
101117923-24
APPROVALS
PLNG - PRaj
BLDG - GHuang
PD- BMartin
1402 W 10th St & Unit #2 -
101117923-245/8/2024
ELECTRIC OUTLET AND
LIGHT FIXTURE
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
30
"
M
I
N
.
30
"
M
I
N
.
ATTIC AIR HANDLER
AIR HANDLER DISCONNECT
AND ELECTRICAL OUTLET
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.
44" MAXIMUM
24" MIN.
20" MINNIMUM
F.F. > 72" ABV. FINISH GRADE.
24" MINIMUM @
44" MAXIMUM
20" MINNIMUM
F.F. > 72" ABV. FINISH GRADE.
24" MINIMUM @
5.7 S.F MINIMUM
24" MIN.
5.
7
S
.
F
M
I
N
I
M
U
M
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
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES AND FEES REQUIRED BY CITY, COUNTY AND STATE LAWS
EXCEPT THE GENERAL BUILDING PLAN CHECK FEE AND REQUIRED REFUNDABLE DEPOSITS WHICH WILL BE PAID BY THE OWNER. CONTRACTOR
SHALL ARRANGE FOR ALL METER INSTALLATIONS AND PAY ALL FEES FOR SAID METERS. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET
FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING
CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING
DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES
BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY
VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS.
3. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS; FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS;
FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY AND PERFORMANCE OF ALL WORK IN A SAFE AND SATISFACTORY
MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS.
CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT
SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR AGREES TO BIND EVERY
SUB-CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK.
4. CONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATIONS. ALL SCRAP
DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR.
5. CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIALS AND PRODUCTS FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK AND
CONTRACTOR SHALL REPAIR OR REPLACE, OR CAUSE TO BE REPAIRED OR REPLACED ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK
WHICH MAY BE DISPLACED IN DOING SO, THAT MAY PROVE DEFECTIVE WITHIN ONE YEAR, WITHOUT ADDITIONAL EXPENSE; ORDINARY WEAR AND
TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OF THE PROJECT
MANUAL OR DRAWINGS. STATE LAW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF GUARANTEES ARE MORE STRICT
OR FOR LONGER PERIODS.
6. THAT IS RESPONSIBILITY OF CONTRACTOR TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD
OF TIME WHICH MAY EXCEED THE SPECIFIED GUARANTEE AND WARRANTY PERIODS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR A WEATHER TIGHT BUILDING, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-
CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY HIM IS FREE AND WILL REMAIN FREE FROM DEFECTS OF
MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIR AND REPLACEMENT OF
SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED AS A RESULT THEREBY WILL BE EXECUTED IN A TIMELY MANNER AT THE CONVENIENCE OF
THE OWNER AND WITHOUT COST TO OWNER.
8. THE ARCHITECT WILL NOT ACT AS THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER.
ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS AGREEMENT WITH OWNER AND RENDER INTERPRETATIONS NECESSARY FOR THE PROPER
EXECUTION OR PROGRESS OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECT WILL NOT BE
RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OF THEIR AGENTS OR
EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
ANY VERBAL INSTRUCTION OR AUTHORIZATION THAT IS CONFIRMED BY LETTER, MEETING NOTE, MEMORANDA, OR THE LIKE, (WITH A COPY SENT TO
THE OWNER, OR THE OWNER'S REPRESENTATIVE) & THERE IS NO EXCEPTION TAKEN WITHIN (10) CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO
RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER.
9. OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING
ADJUSTED TO THE MUTUAL SATISFACTION OF THE OWNER, ARCHITECT AND CONTRACTOR. BEFORE ANY CHANGES ARE BEGUN, THE ADDED OR
DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL.
10. SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAWINGS AND
SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT IN W RITING FOR APPROVAL OR DENIAL. IF MORE THAN ONE MANUFACTURER IS SPECIFIED IN
THE PLANS OR SPECIFICATIONS, IT SHALL BE THE CONTRACTOR'S OPTION TO SELECT THE ONE WHICH HE MAY DESIRE. IF MORE THAN ONE FINISH OR
STYLE IS AVAILABLE IN THE ITEM SPECIFIED, CONTRACTOR SHALL BE OBLIGATED TO NOTIFY ARCHITECT VERBALLY AND IN WRITING OF THIS FACT FOR
ARCHITECT'S AND OWNER'S DECISION.
11. THESE DRAWINGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND
DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED AND EXECUTED ACCORDING TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR
MANNER AND SPIRIT OF THE DETAILS WHICH ARE SHOWN ON THE DRAWINGS AND/OR DESCRIBED IN THE PROJECT MANUAL. IF CONTRACTOR OR
SUB-CONTRACTOR FINDS ANY DETAILS WHICH, IN HIS OPINION, ARE UNSOUND, UNSAFE, OR NOT WATERPROOF, IT IS HIS DUTY TO NOTIFY ARCHITECT
IN WRITING OF THIS FACT. IF WORK IS PERFORMED AS DETAILED, IT WILL BE ASSUMED THAT THERE ARE NO OBJECTIONS TO THE DETAIL. ACCURACY
OF ALL DIMENSIONS SHALL BE CHECKED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND
THOSE INDICATED ON THE DRAWINGS.
12. IN USING THESE PLAN FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE
IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED
IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN
DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD.
13. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND
DETAIL, AND THE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND
OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS
AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY
MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES.
SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED
PROCUREMENT, FABRICATION OR CONSTRUCTION.
14. FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-
CONTRACTOR AND CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR
MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED
IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR
APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND SPECIFICATIONS.
NOTES, FIGURES AND DETAILS ON SAID DRAWINGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE DOCUMENTS.
15. ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF
FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD
RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND
SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOT THE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN
BOTH.
16. AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE
STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS TO THE STRUCTURAL FRAME, SUB-
CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH
TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANY OF ITS COMPONENT PARTS DUE TO
FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COST TO OWNER.
CONTRACTOR AND HIS SUB-CONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, DAMAGED PORTIONS OF THEIR WORK OR
COMPONENT PARTS.
17. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE
APPEARS HERON.
18. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES.
19. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS.
20. THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS,
COMPONENTS, AND MANUFACTURED INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE
ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED
ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND
MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE.
21. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A
CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE
PLANS AND SPECIFICATIONS FOR WHICH THE BUILDING PERMIT WAS ISSUED. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND
MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER
SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R-VALUE.
22. INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE PRIOR TO CONCRETE PLACEMENT.
23. ISSUANCE OF A BUILDING PERMIT DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND
RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.
24. GENERAL CONTRACTOR, CONTRACTORS, SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS
WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION
APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE HAND
WRITTEN NOTES AND/OR WRITING (FAX, EMAIL OR CORRESPONDENCE). IF CONFLICT WITH EXISTING CONDITIONS, PROVIDE DOCUMENTATION
(PHOTOS, SKETCHES, DWGS) OF EXISTING CONDITIONS AND SUGGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/OR WRITING).
U UNDER
U.B.C.UNIFORM BUILDING CODE
U.G.UNDERGROUND
U.L.UNDERWRITER'S LABORATORY
UNF.UNFINISHED
U.N.O.UNLESS NOTED OTHERWISE
UR.URINAL
V.VERTICAL
VENT.VENTILATING
VERT.VERTICAL
VER.VERIFY
V.T.R.VENT THROUGH ROOF
W.WEST, WIDE, WIDTH
W/.WITH
WD.WOOD
W.H.WATER HEATER
W.C.WATER CLOSET
W.I.WROUGHT IRON
WP.WATERPROOF
W.W.M.WELDED WIRE MESH
&AND
<ANGLE
@ AT
C CENTERLINE
∅DIAMETER OR ROUND
PL PROPERTY LINE, PLATE
A.B.ANCHOR BOLT
ABV.ABOVE
A/C AIR CONDITIONING
A.C.ASPHALT CONCRETE
ACOUS.ACOUSTICAL
A.D.AREA DRAIN
ADH.ADHESIVE
ADJ.ADJUSTABLE
AL.ALUMINUM
ALT.ALTERNATE
ANOD.ANODIZED
A.P.ACCESS PANEL
APPX.APPROXIMATELY
APPV'D APPROVED
ARCH.ARCHITECTURAL
ASB.ASBESTOS
ASSY.ASSEMBLY
AUTO.AUTOMATIC
B.BATH
BD.BOADRD
BEL.BELOW
BET.BETWEEN
BITUM.BITUMINOUS
BLDG.BUILDING
BLK.BLOCK
BLK'G BLOCKING
BM.BEAM
B.O.BY OWNER/BY OTHERS
BOT.BOTTOM
BR.BEDROOM
B.W.BACK OF WALK/
BOT. OF WALL
CAB.CABINET
C.B.CATCH BASIN
CEM.CEMENT
C.G.CORNER GUARD
CHAN.CHANNEL
CHG.CHANGE
C.I.CAST IRON
C.J.CONTROL JOINT/
CONST. JOINT
CLG.CEILING/ CEILING JOIST
CLKG.CAULKING
CLR.CLEAR
CNTR.COUNTER
CONC.CONCRETE
COND.CONDITION
CONST.CONSTRUCTION
CONT.CONTRACTOR/ CONTINOUS
CORR.CORRIDOR, CORROSIVE
CTSK.COUNTERSUNK
CTR.CENTER
DBL.DOUBLE
DECO.DECORATIVE
DEPT.DEPARTMENT
DET.DETAIL
D.F.DRINKING FOUNTAIN/
DOUGLASS FIR
DIA.DIAMETER
DIAG.DIAGONAL
DIM.DIMENSION
DN.DOWN
DR.DOOR
D.S.DOWN SPOUT
D.S.P.DRY STAND PIPE
DWG.DRAWING
(E.)EXISTING/ EAST/
ENTRY/ EACH
E.J.EXPANSION JOINT
EL.ELEVATION
ELEC.ELECTRIC
ELEV.ELEVATOR
EMER.EMERGENCY
ENCL.ENCLOSURE
E.P.ELECTRIC PANEL
E.Q.EQUAL/
EQUIVALENT
EQPT/
EQPM EQUIPMENT
E.W.EACH WAY
EXST.EXISTING
EXH.EXHAUST
EXPO.EXPOSED
EXT.EXTERIOR
E.G.EXISTING GRADE
F.FIXED
F.A.FIRE ALARM
FAC.FACTORY
F.C.O.FLOOR CLEAN OUT
F.D.FLOOR DRAIN
FDN.FOUNDATION
F.E.FIRE EXTINGUISHER
F.E.C.FIRE EXTINGUISHER CABINET
F.G.FINISH GRADE
F.H.FLAT HEAD
FIN.FINISH
FIX/FIXT FIXTURE
F.J.FLOOR JOIST
F.L.FLOW LINE
FLASH.FLASHING
FLR.FLOOR
FLUOR.FLUORESCENT
F.O.C.FACE OF CONCRETE/
FACE OF CURB
F.O.F.FACE OF FINISH
F.O.S.FACE OF STUD/
FACE OF STRUCUTRE
F.O.M.FACE OF MASONRY
FP.FIREPLACE
F.S.FLOOR SINK
FT.FOOT OR FEET
FTG.FOOTING
FURR.FURRING
FUT.FUTURE
F.V.FIELD VERIFY
GA.GAUGE
GALV.GALVANIZED
G.B.GRAB BAR/GRADE BEAM
G.C.GENERAL CONTRACTOR
GEN.GENERAL
G.F.I.GROUND FAULT INTERRUPT
G.I.GALVANIZED IRON
G.L.GLASS
G.L.B.GLU-LAM BEAM
GND.GROUND
GR.GRADE
GYP.GYPSUM
G.P. GRADE PLANE
H.HIGH
H.B.HOSE BIB
H.C.HOLLOW CORE
HD.HARD
HDR.HEADER
HDWD.HARDWOOD
HDWR.HARDWARE
H.M.HOLLOW METAL
HORIZ.HORIZONTAL
HR.HOUR
HT./HGT.HEIGHT
HVAC HEATING VENTILATING/
AIR COND.
I.D.INSIDE DIAMETER/
INTERIOR DESIGNER
IN.INCH
INSUL.INSULATION
INT.INTERIOR
INV.INVERT/
INVERTED
JAN.JANITOR
JT.JOINT
JST.JOIST
KIT.KITCHEN
L.LOW/LINEN
L.A.LANDSCAPED AREA
LAB.LABORATORY
LAM.LAMINATE
LAV.LAVATORY
LBS.POUNDS
LFA.LOAD FROM ABOVE
L.H.LEFT HAND
LKR.LOCKER
LT.LIGHT
LUM.LUMINOUS
MAINT.MAINTENANCE
MAS.MASONRY
MAT.MATERIAL
MAX.MAXIMUM
M.B.METAL BOLT
M.C.MEDICINE CABINET
MECH.MECHANICAL
MEMB.MEMBRANE
MET/MTL.METAL
MFR/MFGR MANUFACTURER
M.H.MAN HOLE
MIN.MINIMUM
MIR.MIRROR
MISC.MISCELLANEOUS
M.O.MASONRY OPENING
MOS.MOSAIC
MTD.MOUNTED
MUL.MULLION
(N.)NEW
N.NORTH
NAT.NATURAL
N.I.C.NOT IN CONTRACT
N.G.NATURAL GRADE
NO.NUMBER
NOM.NOMINAL
N.T.S.NOT TO SCALE
O/.OVER
O.A.OVERALL
OBS.OBSCURE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER/
DIMENSION
O.F.D.OVERFLOW DRAIN
OFF.OFFICE
OPNC.OPENING
OPP.OPPOSITE
PERIM.PERIMETER
PL.PLATE/PROPERTY LINE
P.LAM.PLASTIC LAMINTE
PLAS.PLASTER
PLUMB.PLUMBING
PLYWD PLYWOOD
PNT.PAINT
P.O.C.POINT OF CONNECTION
PR.PAIR
PROJ.PROJECTION
PSL.PARALLEL STRAND
LAMINATE
PT.POINT
R.A.RETURN AIR
RAD.RADIUS
R.D.ROOF DRAIN
R.D.L.ROOF DRAIN LEADER
RECPT.RECEPTACLE
RECT.RECTANGULAR
REF.REFERENCE
REFR/ R/F REFRIGERATOR
REG.REGISTER
REINF.REINFORCEMENT
REQ'D.REQUIRED
RESIL.RESILIENT'
RET.RETAIN(ING), RETURN
RM.ROOM
R.O.ROUGH OPENING
R.R.ROOF RAFTER
RWD.REDWOOD
S.SOUTH
S.A.SUPPLY AIR
S.C.SOLID CORE
S.C.D.SEAT COVER DISPENSER
SCHED.SCHEDULE
S.D.SUB DRAIN/
SOAP DISPENSER
SEC.SECTION
SEL.SELECTED
SH.SHELF
SHT.SHEET
SHT'G.SHEATHING
SIM.SIMILAR
SIMP.SIMPSON
S.J.SOFFIT JOIST
S.S.STAINLESS STEEL
S.SK.SERVICE SINK
STA.STATION
STD.STANDARD
STL.STEEL
STOR.STORAGE
STRUCT.STRUCTURAL
SUSP.SUSPENDED
SYM.SYMMETRICAL
T.TREAD
T.C.TOP OF CURB
T.CL.TIME CLOCK
TEL.TELEPHONE
TEMP.TEMPERED
TER.TERRAZZO
T.D.TOP OF FENCE
T.&G.TONGUE AND GROOVE
THK. THICK
T.P.TOP OF PAVING
T.PL.TOP OF PLATE
T.O.S.TOP OF STRUCTURE/SLAB
TRANS.TRANSFORMER
T.S.TOP OF STEP
T.W.TOP OF WALL
TYP.TYPICAL
ABREVIATION
NORTH ARROW
BUILDING SECTIONSHEET NUMBER
SECTION NUMBER1
A1.01
BUILDING ELEVATION
SHEET NUMBER
ELEVATION NUMBER
A1.01
1
1
A1.01
DETAIL NUMBER
SHEET NUMBER
XX
DOOR TYPE
WINDOW TYPE
XX
KEY NOTE REFERENCE
STEP AS SLAB
DOOR ID
XX WINDOW ID
2"
SYMBOLS LEGEND
DETAIL REFFERENCE
REVISION REFERENCE1REVISION
NUMBER
KEYNOTE NUMBER
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, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
2 12/21/2023 2ND PLANCHECK
A.03
GENERAL DETAILS
(N
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A
D
U
14
0
2
W
1
0
T
H
S
T
,
U
N
I
T
2
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
14
0
2
W
1
0
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
ATTIC AIR HANDLER REQUIREMENTS
#GENERAL WINDOW NOTES
WATER HEATER
1402 W 10th St & Unit #2 -
101117923-245/8/2024
(GAS)
REF
DW
EXISTING CONSTRUCTION
TO BE DEMOLISHED
LEGEND
EXISTING CONSTRUCTION
TO BE REMAINED
(E) BEDROOM (E) BEDROOM
(E) BEDROOM
(E) LIVING + DINING
(E) KITCHEN
(E) BATH 2
(E) BATH 1
(E) W.I.C
(E) STORAGE
(E) ENTRY PORCH
A.04
3
A.
0
4
6
A.04
5
A.
0
4
4
DR
Y
E
R
WA
S
H
E
R
24'-8"6'-7"9'-10"5'-5"
7'-5"
19'-11 1/2"
3'-0"
11'-6 1/2"
13'-3 1/2"
11'-10"
12'-1"
37'-4 1/2"
12'-9"23'-10"
9'-11"
30'-4 1/2"
46'-6"
36'-7"
10'-6"
9'-5 1/2"
13'-3"
19'-1"
9'-6 1/2"
10'-3"
8'-0"
8'-5"
5'-10 1/
(E) AC CONDENSER
UNIT
TO BE LEGALIZEDTO BE LEGALIZED
PORCH BELOW
4:12
4:12
2:12
1'-0"
1'-0"
1'-0"1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
A.04
3
A.
0
4
6
A.04
5
A.
0
4
4
(E) WALL LINE BELOW
(E) WALL LINE BELOW
(E) WALL LINE BELOW
(E
)
W
A
L
L
L
I
N
E
B
E
L
O
W
(E
)
W
A
L
L
L
I
N
E
B
E
L
O
W
4:12
4:12
4:12
4:12
4:12
4:12
4:12
(E) 1ST F.F
1' -0"
1ST TOP PL.
9' -0"
GRADE
0' -0"
(E) MAIN HOUSE APPX. HEIGHT
14' -4"
(E) BUILDING HEIGHT
14'-4"
4:12 4:124:12
4:12
(E) STUCCO WALL & PAINT (E) STUCCO WALL & PAINT
(E) 1ST F.F
1' -0"
1ST TOP PL.
9' -0"
GRADE
0' -0"
(E) MAIN HOUSE APPX. HEIGHT
14' -4"
(E) BUILDING HEIGHT
14'-4"
4:124:12
4:12
(E) STUCCO WALL & PAINT
(E) 1ST F.F
1' -0"
1ST TOP PL.
9' -0"
GRADE
0' -0"
(E) MAIN HOUSE APPX. HEIGHT
14' -4"
4:124:12
4:12
4:12
2:12
(E) BUILDING HEIGHT
14'-4"
(E) STUCCO
WALL & PAINT
(E) STUCCO
WALL & PAINT
(E) 1ST F.F
1' -0"
1ST TOP PL.
9' -0"
GRADE
0' -0"
(E) MAIN HOUSE APPX. HEIGHT
14' -4"
(E) BUILDING HEIGHT
14'-4"
4:12
4:12
4:12
(E) STUCCO
WALL & PAINT
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, LAUNDRY
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
A.04
EXISTING PLANS &
ELEVATIONS
(N
)
D
E
T
A
C
H
E
D
A
D
U
14
0
2
W
1
0
T
H
S
T
,
U
N
I
T
2
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
14
0
2
W
1
0
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
1/4" = 1'-0"1EXISTING FLOOR PLAN 3/16" = 1'-0"2EXISTING ROOF PLAN
3/16" = 1'-0"3(E) NORTH ELEVATION
3/16" = 1'-0"4(E) EAST ELEVATION
3/16" = 1'-0"5(E) SOUTH ELEVATION
3/16" = 1'-0"6(E) WEST ELEVATION
1402 W 10th St & Unit #2 -
101117923-245/8/2024
AT
T
I
C
HP
W/H
RE
F
GAS
DW
W
D
HP
ATTIC
RE
F
GAS
DW
W
D
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. 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.
17. SMOKE DETECTOR SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVE ALL ALARMS.
18. CARBON MONOXIDE DETECTOR SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVE ALL
ALARMS.
KITCHEN EXHAUST FAN 85% CE OR 280 CFM SHALL BE
DUCTED TO OUTSIDE THROUGH ROOF/EXTERIOR WALL
(N) 2X4 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 UP
SD
CARBON MONOXIDE DETECTOR ALARM
HARDWIRED w/ BATTERY BACK UPCD
24X30 ATTIC ACCESS
HEATPUMP + AIR
HANDLER
HEATPUMP UNIT ON
PAD 3" MIN.
ELECTRIC WATER
HEATER W/ HEATPUMP
1-HOUR FIRE RATED WALL
LAUNDRY DRYER EXHAUST
CEILING AIR DIFFUSER
ELECTRICAL PANEL/METER PER KEYNOTE
WHOLE HOUSE FAN: 1200 CFM PER T-24
1
DUAL-GANG ELECTRICAL METER BOX1.1
ELECTRICAL SUB-PANEL 225 AMP
2 CONSUMER TANK W/ HEATPUMP
3 24X30 ATTIC ACCESS
4 LANDING. 1 1/2" BELOW THRESHOLD.MINIMUM 36" IN
DEPTH.MIN. 2% SLOPE AWAY FROM BUILDING.
5
EXHAUST FAN FOR BATHROOM SHALL BE ENERGY STAR
RATED. CEILING MOUNTED LIGHT W/VENT 50CFM MIN.
INTERMITTENT W/HUMIDITY CONTROL PER CMC402.5,
BETWEEN 50-80% SHALL BE DUCTED TO OUTSIDE
THROUGH ROOF/ EXTERIOR WALL.
6 HEATPUMP UNIT ON 3" THICK CONCRETE PAD
8 OBSCURED,TEMPERED GLASS
9
10
7
LOUVER DOOR TO PROVIDE 100SQ.IN MAKE-UP AIR
TEMPERED GLASS
FUTURE INSTALLED FLOOR MOUNTED
FOLDABLE GRAB BAR
APPROVED PRE-FABRICATED SHOWER
ENCLOSURES WALL PANELS WITH FACTORY-
INSTALLED REINFORCEMENT FOR GRAB BARS.
11
12
1HR FIRE RATED WALL, SEE DETAIL #18/ AD.10
UNPROTECTED OPENING MAX 25% WALL AREA
2X8 BACKING FOR FUTURE GRAB BAR
INSTALLATION
2'' SHOWER CURB.
EXHAUST FAN ABOVE GAS RANGE SHALL BE 85%
CE OR 280 CFM (EXHAUST THROUGH WALL)13
14
15
16
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)
XX DOOR TYPE, SEE SCHEDULE
WINDOW TYPE, SEE SCHEDULE
XX KEY NOTE
FLOOR DEPRESSION
XX
6"
15
"
15
"
8'-1"8'-0 1/2"2'-4 1/2"5'-4"5'-3 1/2"
29 1/2"
29'-1"
11'-0"
9'-11"
11'-1"
10'-0"
3'-0"3'-0"
4'-0"
2'-6"
2'-6"
10'-3"
5'-0 1/2"
6'-2 1/2"
5'-10"
A.06
3
13'-0 1/2"5'-0"11'-0 1/2"
ENTRY PORCH 60 SF
4'-9"
5'-3"
4'-11 1/2"
8'-11"
2'-6 1/2"
5'-8"
27'-4"
3
2
3 3
B B
A
B
4
4
6A
A
1
C
5
CL
O
S
E
T
CL
O
S
E
T
BED 1
10FT CL'G
BED 2
10FT CL'G
BATH 1
10FT CL'G
BATH 2
10FT CL'G
HALLWAY
LIVING
10FT CL'G
KITCHEN
10FT CL'G
A.06
1
A
A.06
A
A.06
16'-7 1/2"
3'-0"
16"16"
28
"
6x6 POST 6x6 POST
B
A.06
B
A.06
A.
0
6
2
A.
0
6
4
1 1.1
SD
SD
SD
CD
HB
HB
1.
5
"
EE
&
R
O
EE&RO
8
12
1616
8
7
11
7
11
14
15
13
5
4
7
10
9
6
10
2
3
RANGEHOOD TO OUTSIDE
DRYER EXHAUST TO OUTSIDE
2'-0"
3'-7"
1'
-
0
"
A
12
5'-1"
2'-6"
16
AD.10
A.06
3
4:12
4:12
4:12
4:12
4:12
PORCH BELOW
1'
-
0
"
1'-0"
1'
-
0
"
1'-0"
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
(N) ROOF MATERIAL COVERING CLASS "A" ASPHALT SHINGLES BY
CERTAINTEED ICC-ESR #3537.OVER 30# BUILDING PAPER OVER
PLYWOOD SHEATHING OVER RADIANT BARRIER OVER RAFTERS
PER STRUCTURAL DWGS. ROOF COLOR AND MATERIAL TO
MATCH WITH EXISTING BUILDING.
SO
L
A
R
P
A
N
E
L
S
O'HAGIN 72 SQ.IN, TYP.
A.06
1
A
A.06
A
A.06
B
A.06
B
A.06
A.
0
6
2
A.
0
6
4
ROOF ATTIC
800 SF
17
AD.10
3'-0"
3'-6
"
3'-6
1/2"
9
AD.10
17
AD.10
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) INTENDEDTO 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)
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 OR 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 TWO OR 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.
AGING-IN PLACE 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.
ATTIC AREA: 800 SF
USE BALANCE METHOD :
NET VENT AREA REQUIRE : 800/300 x 144 SQ.IN. = 384 SQ.IN
WHOLE HOUSE FAN: 1200 CFM -230 SQ.IN VENT NFA IS REQUIRED (144 SQ.IN PER 750 CFM)
TOTAL VENT AREA REQUIRED: 384 + 230 = 614 SQ.IN
NOTE: MAX. 50% ON UPPER ROOF AREA
LOW: USE 5 UNITS O'HAGIN VENT (72 SQ.IN/UNIT) (1/3 LOW AREA OF ROOF)
HIGHT: USE 4 UNITS O'HAGIN VENT (72 SQ.IN/UNIT) (1/3 HIGH AREA OF ROOF)
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) MIN. 72'' ABOVE FINISH FLOOR IN BATHROOMS.
(6) 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.
(7) THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN
ACCORDANCE WITH ASTM E1300.
(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
PRIVATE AREA
435 SF
45:55 RATIO OF COMMON TO PRIVATE AREAS
COMMON AREA
355 SF
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, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
2 12/21/2023 2ND PLANCHECK
A.05
PROPOSED FLOOR
PLAN & ROOF PLAN
(N
)
D
E
T
A
C
H
E
D
A
D
U
14
0
2
W
1
0
T
H
S
T
,
U
N
I
T
2
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
14
0
2
W
1
0
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
FLOOR PLAN KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN NOTES
1/4" = 1'-0"1ADU FLOOR PLAN 1/4" = 1'-0"2ADU ROOF PLAN
DOOR SCHEDULE
NUMBER 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 3' - 0" x 6' - 8" 1 HOLLOW CORE 1 PANEL, WOOD FRAME, PAINTED FINISH INTERIOR
3 2' - 8" x 6' - 8" 3 HOLLOW CORE 1 PANEL, WOOD FRAME, PAINTED FINISH INTERIOR
4 5' - 0" x 6' - 8" 2 INTERIOR SLIDING CLOSET INTERIOR
5 4' - 8" x 6' - 8" 1 HOLLOW CORE 2 PANELS, WOOD FRAME, PAINTED FINISH PROVIDE 100SQ.IN AIR GRILL
TO MAKE UP AIR
6 2' - 4" x 6' - 8" 1 STEEL DOOR LOUVER, PAINTED FINISH INTERIOR
Grand total: 9
WINDOW SCHEDULE
ID QTY WINDOW SIZE DESCRIPTION U-FACTOR SHGC REMARKS
A 4 3' - 0" x 5' - 0" SINGLE HUNG, DUAL GLASS/ VINYL FRAME, FINISH PER MFGR. 0.3 0.23 <varies>
B 3 3' - 0" x 4' - 0" SINGLE HUNG, DUAL GLASS/ VINYL FRAME, FINISH PER MFGR. 0.3 0.23 <varies>
C 1 3' - 0" x 3' - 0" SINGLE HUNG, DUAL GLASS/ VINYL FRAME, FINISH PER MFGR. 0.3 0.23
Grand total: 8
ROOF PLAN GENERAL NOTES ROOF VENTILATION CALCULATION
AREA PLAN RATIO
1402 W 10th St & Unit #2 -
101117923-245/8/2024
HP HP
GRADE
0' -0"
ADU TOP PL.
10' -8"
ADU F.F
0' -8"
ADU HEIGHT
15' -9 1/2"
SETBACK
5'-0"
F.S.D
3'-1"
F.S.D
3'-1"
SEPARATION
6'-2"1
A
4:124:12
4:12
10'-0"
8"
ADU HEIGHT
15'-9 1/2"
5'-0"
1'-8"
3'-0"
3'-0"
6'-8"
(E
)
G
A
R
A
G
E
1
2
3
6 TYP.
7
8 8
5
9
1'-0"4'-0"
PR
O
P
E
R
T
Y
L
I
N
E
F.
S
.
L
ADU TOP PL.
10' -8"
ADU F.F
0' -8"
ADU HEIGHT
15' -9 1/2"
1'-0"4'-0"
SETBACK
5'-0"
F.S.D
3'-1"
F.S.D
3'-1"
SEPARATION
6'-2"
1'-0"2'-1"2'-1"1'-0"
(E) GARAGE
BED 1
10FT CL'G KITCHEN
10FT CL'G
LA
U
N
D
R
Y
CLASS I OR II VAPOR
RETARDER INSTALLED
ON THE WARM IN
WINTER SIDE OF CEILING
R-19
INSULATION
R-38
INSULATION
R-15
INSULATION
R-15
INSULATION
F.
S
.
L
16
AD.10
17
AD.10
PR
O
P
E
R
T
Y
L
I
N
E
5
AD.10
5
AD.10
G C
B
F
H
F
L
K
H
D
E E
I
J
J
GRADE
0' -0"
ADU TOP PL.
10' -8"
ADU F.F
0' -8"
ADU HEIGHT
15' -9 1/2"
9'-0"
CEILING HEIGHT
10'-0"
8"
ADU HEIGHT
15'-9 1/2"
1'-0"
PORCH
KITCHEN
10FT CL'GBATH 2
10FT CL'G R-15
INSULATION
R-38 INSULATION
R-19 INSULATION
CLASS I OR II VAPOR
RETARDER INSTALLED
ON THE WARM IN
WINTER SIDE OF CEILING
R-15
INSULATION
5
AD.10
D
E E E
A
B
G C
F
H
F
H
I
J
17
AD.10
1'-0"
F.S.D
2'-6"
F.S.D
2'-6"1'-0"
F.S.L
(E
)
M
A
I
N
H
O
U
S
E
GRADE
0' -0"
ADU TOP PL.
10' -8"
ADU F.F
0' -8"
ADU HEIGHT
15' -9 1/2"
8"
ADU HEIGHT
15'-9 1/2"
3'-0"
1'-8"
5'-0"
3'-0"
A A
F.S.D
5'-0"
F.S.D
5'-0"
(E
)
M
A
I
N
H
O
U
S
E
5'-0"
1'-8"
EE&RO
6.85 SF
4:12
4:124:12
1'-0"
1
4
TYP.
8
5
2 6
3
F.
S
.
L
1'-0"4'-0"4'-0"1'-0"
TYP.
GRADE
0' -0"
ADU TOP PL.
10' -8"
8"
10'-0"
ADU F.F
0' -8"
ADU HEIGHT
15' -9 1/2"
ADU HEIGHT
15'-9 1/2"
F.S.D
3'-1"
F.S.D
3'-1"
SEPARATION
6'-2"
SETBACK
5'-0"
2'-8"
4'-0"
3'-0"
B
(E
)
G
A
R
A
G
E
B
2'-8"
4'-0"A
6.85 SF
EE&RO
1'-8"
5'-0"
3'-0"
4:12
4:12
4:12
9 9
6 TYP.
1
2
3
7
4 TYP.
2'-1"1'-0"4'-0"1'-0"
2'-1"1'-0"
PR
O
P
E
R
T
Y
L
I
N
E
F.
S
.
L
GRADE
0' -0"
ADU TOP PL.
10' -8"
ADU F.F
0' -8"
ADU HEIGHT
15' -9 1/2"
C B
6 3'-0"
3'-8"
3'-0"
2'-8"
4'-0"
3'-0"
2'-4"
6'-8"
(E
)
M
A
I
N
H
O
U
S
E
F.S.D = 3'-1" (3'<F.S.D<5')
UNPROTECTED OPENING MAX. 25% WALL AREA
WALL AREA: 199 SF; OPENING AREA: 21 SF
21 / 199 = 10.5 % OK
4:12
4:12
1
7
6
8
5
4
TYP.
3
9 SF
12 SF
(N) ROOF MATERIAL COVERING CLASS "A"
ASPHALT SHINGLES BY CERTAINTEED ICC-
ESR# 3537. COLOR & TEXTURE TO MATCH
EXISTING HOUSE.
(N) STUCCO, PAINT AND MATERIAL TO
MATCH EXISTING
(N) FASCIA & TRIMMING -PAINT TO
MATCH EXISTING HOUSE
(N) 2 1/2" VINYL MOLDING TRIM FOR ALL
WINDOWS TO MATCH EXISTING HOUSE
(N) CONCRETE LANDING
(N) ROOF VENTS
(N) SOLAR PANELS
(N) WOOD POST
TEMP. GLASS
1
2
3
4
5
6
7
8
9
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 (N) ATTIC INSULATION PER T-24
H (N) WALL INSULATION PER T-24
I WEEP SCREED FOR STUCCO, 2" ABOVE PAVED AREAS, 8" ABOVE NATURAL GRADE
J
K
L
DEPTH OF EAVE TO MATCH MAIN DWELLING, TYP.
SEE DETAIL 17/AD.10 FOR 1-HR FIRE RESISTANT EAVE PROJECTION
SEE DETAIL 16/AD.10 FOR 1-HR FIRE RATED WALL
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, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
2 12/21/2023 2ND PLANCHECK
A.06
ELEVATIONS &
SECTIONS
(N
)
D
E
T
A
C
H
E
D
A
D
U
14
0
2
W
1
0
T
H
S
T
,
U
N
I
T
2
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
14
0
2
W
1
0
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
1/4" = 1'-0"1ADU - NORTH ELEVATION
1/4" = 1'-0"ASECTION A-A 1/4" = 1'-0"BSECTION B-B
1/4" = 1'-0"2ADU - EAST ELEVATION
1/4" = 1'-0"3ADU - SOUTH ELEVATION 1/4" = 1'-0"4ADU - WEST ELEVATION
ELEVATION KEYNOTES*NOTE: ALL EXTERIOR FINISHES MATCH AMONG THE EXISTING PRIMARY DWELLING, THE NEW ADU, AND NEW ADDITION, WHICH INCLUDES:
1. THE DESIGN, PITCH, COLOR, MATERIAL, AND TEXTURE OF THE ROOF EAVE DETAILS OF THE ADU AND ADDITION SHALL BE SUBSTANTIALLY THE SAME AS THE PRIMARY UNIT;
2. THE COLOR, MATERIAL, TEXTURE, OF ALL BUILDINGS WALLS, WINDOWS, AND DOORS OF THE ADU AND ADDITION SHALL BE SIMILAR TO AND COMPATIBLE WITH THE PRIMARY UNIT;
3. THE ARCHITECTURAL STYLE AND SCALE OF AN ADU AND ADDITION SHALL MATCH THE PRIMARY UNIT.
SECTION KEYNOTES
1402 W 10th St & Unit #2 -
101117923-245/8/2024
GRAVEL BASE
10 MIL POLY VAPOR DIFFUSION
RETARDER IS EXTENTED UNDER
FOOTING
MORTAR BED 3/4" TO 1 1/4"
CONCRETE SLAB
BOND COAT
CERAMIC TILE
7/8" 3-COATS STUCCO/ OVER
METAL LATH
2 LAYERS OF GRADE "D"
BUILDING PAPER
(VAPOR BARRIER)
PLYWOOD SHEATHING (PER
STRUCTURAL DESIGN) MIN. MIN.
3/8" CDX PLYWOOD
2X FRAMING
INSULATION PER T-24
1/2" GYPSUM BOARD
INTERIOR FINISH PER
SCHEDULE
EXTERIOR INTERIOR
1/2" GYPSUM BOARD
INTERIOR FINISH PER
SCHEDULE
INTERIOR INTERIOR
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
WHEN WALL IS SHEATHED ON THE
EXTERIOR, LAP BOTH LAYERS OF
BUILDING PAPER OVER THE WEEP
SCREED FLANGE
EXPOSED EARTH
MIN. 26 GA. G.S. PLASTER WEEP
SCREED W/ 3-1/2" VERTICAL
NAILING FLANGE
STUCCO OVER 1
LAYER 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 OR
IMPERVIOUS SURFACE
MIN. 26 GA. G.S. PLASTER WEEP
SCREED W/ 3-1/2" VERTICAL NAILING
FLANGE
STUCCO OVER 1
LAYER GRADE 'D'
PAPER
PRESSURE TREATED WOOD PLATE
SEAL TO CONCRETE W/ CONT. BEAD
OF SEALANT
CONC. SLAB
FOOTING OR
CURB
5%
4'' MIN.
TO FIN. NATURAL GRADE
8
'' MIN.
2'' MIN.
2%
TO FIN. NATURAL GRADE
8" MIN.
FLOOR FINISH, SEE
SCHEDULE
SEE STRUCT. DWGS FOR
SLAB UNDER LAYER
FACE OF STUD
PORCH SLAB2"
ISOLATED SLAB FROM
CONC. SEE STRUCT.
SLAB AND UNDER LAYER SEE
STRUCT. DWGS
INTERIOR FINISH, SEE
SCHEDULE
INTERIOR FINISH,
SEE SCHEDULE
2x STUD WALL
FLOOR FINISH, SEE
SCHEDULE
PORCH BEAM, SEE STRUCT. DWGS
SOFFIT BOARD
(EXTERIOR GRADE)
ROOF FRAMING
ROOF SHEATHING
CLASS ''A'' ROOFING
OVER 30# FELT
BOXED OUT SOFFIT
SOFFIT FRAMING
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.
1 LAYER OF GRADE "D" BUILDING
PAPER
(VAPOR BARRIER)
PLYWOOD SHEATHING (PER
STRUCTURAL DESIGN) MIN. MIN.
3/8" CDX PLYWOOD
2X FRAMING
INSULATION PER T-24
CAUKLING
ROOF RAFTER 2x FULL HEIGH FIRE BLOCK
NO VENT HOLE ALLOWED
SOLID FASCIA
MIN.
3 1/2"
MIN.
1".
@ paved
2" min.
@ N.G
6" min.
SLOPE 5% MIN. AT N.G
SLOPE 2% MIN. AT PAVED
PER. PLAN
CBC TABLE 721.1(2) ITEM 15-1.15
CLASS I OR II VAPOR
RETARDER
INSTALLED ON THE
WARM IN WINTER
SIDE OF CEILING
VAULTED
CEILING WHERE
OCCUR
5/8" TYPE "X" GYP. SHEATHING
FOR OVERHANGE
SEE DETAIL 17
ROOFING (SEE PLAN) OVER 2 LAYERS 30# BUILDING
PAPER OVER ROOF SHEATHING OVER RADIANT BARRIER
OVER ROOF FRAMING
1 LAYER OF 5/8" TYPE "X"
GYPSUM BOARD
10
AD.10
1-HOUR RATED
CEILING
1
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
2X6 FRIEZE OVER HOUSEWRAP
CAULK
EXT . MATERIAL OVER
HOUSEWRAP
COPPER FLASHING
5/8" GYP. SEE FINISH
SCHEDULE
1/2" GYP. WHERE SLOPE
CEILING OCCURS.
ATTIC SPACE
IN ROOM
WOOD JOIST, GYPSUM WALLBOARD
ONE LAYER OF 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
BASE SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING
AND SHALL BE FASTENED AT MAXIMUM 6 INCHES O.C. BY MIN. I 7/8
INCHES 6D COATED NAILS OR EQUIVALENT DRYWALL SCREWS
REQ'D FIRE BARRIER CRC SEC. R302.6
OCCUPANCY SEPARATION
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, LAUNDRY
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
1 02/01/2024 1ST PLAN CORRECTION
AD.10
ARCHITECTURAL
DETAILS
(N
)
D
E
T
A
C
H
E
D
A
D
U
14
0
2
W
1
0
T
H
S
T
,
U
N
I
T
2
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
14
0
2
W
1
0
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
N/A 6VENT THROUGH ROOF
N/A 8CERAMIC TILE / CONCRETE
N/A 11DOOR HEAD/JAM
N/A 12DOOR JAM AT EXT. WALL
N/A 13WINDOW HEAD-STUCCO
N/A 14WINDOW JAM-STUCCO
N/A 15WINDOW SILL
N/A 1EXTERIOR WALL
1" = 1'-0"3INTERIOR WALL
N/A 4UNDER SLAB DUCT SYSTEM
N/A 5WEEP SCREET
N/A 2HOUSE TO PORCH
N/A 7NON-BEARING WALL
N/A 9PORCH CEILING SOFFIT
N/A 161HR EXT. WALL AND ROOF OVERHANG
N/A 17EAVE DETAIL
N/A 101-HOUR RATED CEILING
1
1402 W 10th St & Unit #2 -
101117923-245/8/2024
THE CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL LAWS GOVERNING THE
WORK AND OBTAIN ALL NECESSARY LICENSES AND PERMITS.
CONCRETE SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF
ACI 318 AND ACI 301 EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.
PORLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE V, U.N.O.
REINFORCING STEEL SHALL CONFORM TO ASTM A615OR ASTM 716(WELDABLE STEEL)
AND SHALL BE GRADE 60 DEFORMED BARS, TYP., U.N.O. REINFORCING IN SLAB ON
GRADE MAYBE GRADE 40 STEEL FOR BARS #4 AND SMALLER U.N.O ON THE PLANS.
THE CONCRETE COMPRESSIVE STRENGTH (28 DAYS), f'c:
a. ALL LOCATIONS, U.N.O: MIN 4000 PSI, (W/C = 0.45) SPECIAL INSPECTION IS
REQUIRED WHEN f'c > 4000 PSI.
b. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.1% BY
WEIGHT: 4500 PSI, SPECIAL INSPECTION IS NOT REQUIRED.
c. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.2% BY
WEIGHT: 4500 PSI, SPECIAL INSPECTION IS NOT REQUIRED.
THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS
INDICATED IN THE GEOTECHNICAL REPORT. THE GEOTECHNICAL ENGINEER SHALL
OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE OR STEEL.
WAITING PERIOD FOR CONCRETE SLABS-ON-GRADE PRIOR TO START OF CONSTRUCTION
IS AS FOLLOWS:
a. DO NOT WALK ON SLAB UNTIL 24 HOURS AFTER CONCRETE HAS BEEN POURED.
b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POURED.
c. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POURED.
d. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POURED.
1
1.
2.
1.
AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33. FOR LOW
SHRINKAGE AGGREGATE, USE LIMESTONE OR GRANITE. AGGREGATE FOR LIGHTWEIGHT
CONCRETE SHALL CONFORM TO ASTM C-330.
REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318,
AND CRSI'S MANUAL OF STANDARD PRACTICE.
WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. LAPS IN WWF SHALL BE
SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRE OF EACH
FABRICH SEET IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES.
1.
PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION
INSPECTION, THE GEOTECHNICAL ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN
WRITING THAT:
a. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE REPORT.
b. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED
c. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE REPORT.
ALL GRADE BEAMS SHALL BE POURED MONOLITHICALLY FOR THEIR ENTIRE
LENGTH.
PROJECT DESIGN CRITERIA
BUILDING CODE 2022 CBC
OCCUPANCY CATEGORY II
GEOTECHNICAL ENGINIEER GEOTECHNICAL INVESTIGATION
REPORT NUMBER 23-310
DATE DECEMBER 21, 2023
ALLOWABLE SOIL BEARING PRESSURE 2100 PSF
SITE CLASS
D
SHORT PERIOD SPECTRAL ACCELERATION, S
1
1ST PERIOD SPECTRAL ACCELERATION, S
D-Default
SHORT PERIOD ACCELERATION PARAMETER, S
1.305
1 SECOND ACCELERATION PARAMETER, S
0.465
SEISMIC RESPONSE COEFFIECIENT, C
1.044
0.569
RESPONSE MODIFICATION FACTOR, R 6.5
0.161
SEISMIC DESIGN CATEGORY
PLYWOOD SHEAR WALL
SEISMIC IMPORTANCE FACTOR, I
LATERAL FORCE RESISTING SYSTEM
GEOTECHNICAL PARAMETERS
SEISMIC DESIGN PARAMETERS
S
DS
D1
S
WIND DESIGN PARAMETERS
BASIC DESIGN WIND SPEED
EXPOSURE
E
95 MPH
C
VERTICAL (GRAVITY) DESIGN PARAMETERS: (PSF)
(LIVE LOADS ARE REDUCIBLE, U.N.O.)
Dead Roof live Snow Live
20 20 -Roof
A.B. ANCHOR BOLT
ABV. ABOVE
BAR. REINF. BAR
BD. BOARD
BLK'G. BLOCKING
BLW. BELOW
BM. BEAM
B.N. BOUNDARY NAIL
B.O.B BOTTOM OF BEAM
B.W. BOTH WAYS
CANT.CANTILEVER
CJ. CEILING JOIST
COL. COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
DBL. DOUBLE
D.F. DOUGLAS FIR
DIA. DIAMETER
(E) EXISTING
E.W. EACH WAY
E.J. EXPANSION JOINT
E.N. EDGE NAIL
E.Q. EQUAL
F.G. FINISH GRADE
F.J. FLOOR JOIST
FL. FLUSH
F.N. FIELD NAIL
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUDS
GA. GAUGE
GALV. GALVANIZED
ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST
ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED
OR NOT CLEAR, CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD FOR
CLARIFICATIONS.
THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL,
PLUMPING, MECHANICAL, CIVIL AND ELECTRICAL DRAWINGS AS TO ALL LAYOUTS,
DIMENSIONS AND ELEVATIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE
ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK.
3.
SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS
MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND
PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE
PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY
AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM
THE E.O.R SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL
SPECIFIED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS.
4.
ANY DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF
STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR
REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS & PRIOR
TO PROCEEDING WITH THE WORK.
5.
EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY.
CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL REPORT CONDITIONS THAT CONFLICT WITH THE
CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE
CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S
REPRESENTATIVE.
6.
THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD
IMPOSED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE
DESIGN CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS ARE IMPOSED.
7.
SPECIFICATIONS RELATED TO WATERPROOFING, INCLUDING BUT NOT LIMITED TO
MEMBRANES, WATERSTOPS, SEALANTS, FLASHING, VAPOR BARRIER, ARE AS SPECIFIED
BY ARCHITECT/WATER PROOFING CONSULTANT.
8.
FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY
THROUGHOUT SIMILAR CONDITIONS. ALL DETAILS REFERENCED, AND DETAILS NOT
REFERENCED ON PLANS, SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SIMILAR
CONDITIONS OF THE CONSTRUCTION.
9.
UNLESS SHOWN OTHERWISE, DETAILS SHOWN ON "TYPICAL DETAIL" SHEETS SHALL BE
USED WHEREVER APPLICABLE. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKE
PRECEDENCE OVER "TYPICAL DETAILS". SPECIFIC NOTES ON STRUCTURAL DRAWINGS
TAKE PRECEDENCE OVER NOTES SHOWN IN "GENERAL NOTES".
10.
THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF
LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY
THE ARCHITECT OR E.O.R SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.
11.
DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN
MIXING CONCRETE SHALL CONFORM WITH ASTM C1602.
CONCRETE MIX DESIGNS CONTAINING FLY ASH MAY BE USED WHERE CONCRETE IS NOT
VISUALLY EXPOSED. FLY ASH SHALL CONFORM WITH ASTM C618 AND MAY REPLACE UP
TO 20% PORTLAND CEMENT BY VOLUME.
CONCRETE STRENGTH TEST REPORTS SHALL BE IN COMPLIANCE WITH ACI 318 AND
SHALL BE SUBMITTED TO E.O.R. FOR REVIEW.
ALL REINFORCING BARS, ANCHOR BOLTS AND ALL OTHER CONCRETE INSERTS SHALL BE
WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
2.
3.
4.
5.
6.
7.
8.
CONDITION COVER
A.CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH 3"
B.EXPOSED TO EARTH OR WEATHER
(INCLUDING SLABS ON GRADE)
#6 AND LARGER 2"
#5 AND SMALLER 1 1/2"
C.NOT EXPOSED TO WEATHER OR
IN CONTACT WITH SOIL:
1.STRUCTURAL SLABS, WALLS w/
#11 BARS AND SMALLER 3/4"
#14 BARS AND LARGER 1 1/2"
2. BEAMS, COLULMNS 1 1/2"
DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE
AND SPACING AS THE MAIN REINFORCING, UNO.
CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC COATED
WHEN RESTING ON EXPOSED SURFACES.
1.
2.
3.
4.
11.
12.
SEE ARCHITECTURAL PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS,
DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON
THE STRUCTURAL PLANS.
ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED WITH NON-EXPANSIVE SOIL BUT NOT
BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN
STRENGTH.
FOOTINGS SHALL BEAR ON NATIVE SOIL OR ENGINEERED FILL AS DIRECTED BY THE
GEOTECHNICAL REPORT.
THE GEOTECHNICAL INVESTIGATION REPORT AND ITS RECOMMENDATIONS SHALL BE
FOLLOWED AND SHALL BE CONSIDERED MINIMUM REQUIREMENTS UNLESS MORE
STRINGENT REQUIREMENTS ARE PRESENTED IN THE SPECIFICATIONS OR ON THE
DRAWINGS.
REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR
TO PLACING CONCRETE.
WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING
CONCRETE SHALL BE ROUGHENED TO A MINIMUM 1/4" AMPLITUDE.
ALUMINUM CONDUIT, ALUMINUM SLEEVES AND ALUMINUM EMBEDS ARE NOT PERMITTED
IN CONCRETE.
ALL CONDUITS SHALL BE PLACED WITHIN THE MIDDLE ONE-THIRD OF THE SLAB
THICKNESS. THE MAXIMUM SIZE OF CONDUITS SHALL BE 1 1/4" DIAMETER AND SHALL BE
SPACED NO CLOSER (TO EACH OTHER OR REINFORCING STEEL) THAN 4 INCHES UNLESS
PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
ALL HOLDOWNS AND POST ANCHORS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION
INSPECTION.
12.
13.
9.
106Ceiling
DESIGN CRITERIA
COEFFICIENT OF FRICTION -
EQUIVALENT LATERAL FORCE PROCEDUREANALYSIS PROCEDURE
0.112WDESIGN BASE SHEAR, V
WIND IMPORTANCE FACTOR, I 1.0
ANALYSIS PROCEDURE
W
ENCLOSED SYSTEM/ANALYTICAL ALL HEIGHT
DESIGN METHODOLOGY
GENERAL NOTES
CONCRETE
TYPICAL ABBREVIATIONS
FOUNDATION
TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH
ASTM C94.
10.CONCRETE PLACEMENT/CURING/REDUCTION IN STRENGTH SHALL CONFORM TO ACI 305R
AND 3065R REQUIREMENTS FOR HOT AND COLD WEATHER CONCRETING.
11.CONCRETE SHALL BE CURED PER ACI 308R, UNLESS ALTERNATE METHODS OF CURING
HAVE BEEN APPROVED BY THE ARCHITECT OR ENGINEER. FOR SLAB CURING,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF CURING
COMPOUNDS WITH PROPOSED FINISHES PRIOR TO COMMENCING ANY WORK.
MAX. SLUMP SHALL BE 5 INCHES EXCEPT WHERE ADMIXTURES/PLACITIZERS HAVE BEEN
ADDED IN THE MIX DESIGN TO IMPROVE FLOWABILITY/WORKABILITY. THE SLUMP LIMIT
SHALL BE BASED ON ADMIXTURE MANUFACTURER'S RECOMMENDATIONS.
REINFORCING STEEL
LAP SPLICES OF BARS SHALL CONFORM TO THE TYPICAL THE LAP SCHEDULE ON THE
PLANS, U.N.O. NO TACK WELDING OF BARS ALLOWED.
5.
MECHANICAL SPLICE COUPLERS MAY BE USED AND SHALL HAVE CURRENT ICC APPROVAL
AND BE CAPABLE OF DEVELOPING 125% OF THE BAR'S YIELD STRENGTH.
6.
ALL REINFORCING BARS SHALL BE BENT COLD. DO NOT FIELD BEND OR UNBEND ANY BARS
IN A MANNER THAT MAY DAMAGE REINFORCING.
7.
REINFORCING SPACING SHOWN ON THE PLANS ARE THE MAXIMUM SPACING "ON CENTER
SPACING". DO NOT EXCEED THIS. ANY DISCREPANCIES DURING CONSTRUCTION SHALL BE
FORWARDED TO THE ENGINEER FOR REVIEW AND APPROVAL.
8.
TYPICAL REINFORCING FOR CONCRETE SLAB ON METAL DECK SHALL BE 6x6-W1.4xW1.4
WELDED WIRE FABRIC, U.N.O. PLACE WWF MID-DEPTH OF THE SLAB OVER THE TOP OF THE
FLUTE OF THE METAL DECK.
9.
ALL DOWELS TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF
CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED
ITEMS SHALL BE PERFORMED DURING THE PLACEMENT OF CONCRETE.
10.
12.
NAILING SCHEDULE, CONT.
SHEET INDEX
SHEET NO.SHEET TITLE
S-0.10 GENERAL NOTES & REQUIREMENTS
S-0.11
S-1.0 FOUNDATION & ROOF FRAMING PLAN
SD1.0 FOUNDATION DETAILS
SD2.0 STRUCTURAL DETAILS
S-0.20 TYPICAL DETAILS
GLB. GLUE-LAMINATED BEAM
GR.BM.GRADE BEAM
GWB. GYPSUM WALLBOARD
HI. HIGH
HDR. HEADER
HFX HARDY FRAME
HORIZ.HORIZONTAL
K.P. KING POST
LT.WT.LIGHT WEIGHT
L.V.L. LAMINATED VENEER LUMBER
MAS. MASONRY
M.B. MACHINE BOLT
(N) NEW
N.G. NATURAL GRADE
O/C ON CENTER
P.J. POUR JOINT
PSL. PARALLAM BEAM
PLWD.PLYWOOD
P.T. PRESSURE TREATED
REINF.REINFORCING
REQ'D REQUIRED
RR. ROOF RAFTER
T.O.B TOP OF BEAM
UNO.UNLESS NOTED OTHERWISE
V.I.F. VERIFY IN FIELD
FLOOR
21. JOIST TO SILL, TOP PLATE OR
GIRDER.
3-8d COMMON TOE NAIL
22. RIM JOIST, BAND JOIST OR
BLOCKING TO SILL OR TOP PLATE
8d COMMON 6" o.c. TOE NAIL
23. 1"x6" SUBFLOOR OR LESS TO
EACH JOIST.
3-8d COMMON FACE NAIL
24. 2" SUBFLOOR TO JOIST OR
GIRDER.2-16d COMMON FACE NAIL
25. 2" PLANKS (PLANK &
BEAM-FLOOR & ROOF).
AT EACH BEARING,
FACE NAIL.
26. BAND OR RIM JOIST TO JOIST.3-16d COMMON END NAIL
27. BUILT-UP GIRDERS AND BEAMS,
2-INCH LUMBER LAYERS.
10d COMMON
24" O.C. FACE
NAIL AT TOP AND
BOTTOM
STAGGERED ON
OPPSITE SIDES.
AND:
3-10d COMMON
FACE NAIL AT
ENDS AND AT
EACH SPLICE.
28. LEDGER STRIP SUPPORTING
JOISTS OR RAFTERS.
3-16d COMMON END NAIL
29. BRIDGING OR BLOCKING
TO JOIST.
2-8d COMMON EACH END, TOE
NAIL
A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE
STATED. NAILS FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM
AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 90 ksi FOR SHANK DIAMETERS LARGER
THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 ksi FOR SHANK DIAMETERS
OF 0.142 INCH OR LESS.
B. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS
WHERE SPANS ARE 48 INCHES OR GREATER.
C. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9 FOOT PANELS SHALL BE APPLIED VERTICALLY.
D. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON CHAPTER 23.
E. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF
FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND
RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE ULTIMATE DESIGN
WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE
THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BUT LESS THAN 140 MPH.
F. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN
ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208.
G. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES
SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS
ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES
SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR
FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE
PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER
SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING.
H.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE
WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS
FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL
ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED.
I. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN
ASTM F1667.
2-16d COMMON
FOR NON-SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALL WITH ROUND
WASHERS AND SHOULD CONFORM WITH ANSI/ASME B 18.22.1. USE MIN. 1 3/8" Ø X
7/64" THICK WASHER FOR 1/2" Ø BOLT, 1 3/4" Ø X 9/64" THICK WASHER FOR 5/8" Ø
BOLT AND 2 1/2" Ø X 11/64" THICK WASHER FOR 1" Ø BOLT. U.N.O.
NAIL SPACING TO BE NOT LESS THAN REQUIRED PENETRATION. EDGE AND END
DISTANCES SHALL BE NOT LESS THAN HALF THIS SPACING. ALL SPACING AND EDGE AND
END DISTANCES SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. HOLES FOR
NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED OF A DIAMETER
SMALLER THAN THAT OF THE NAILS. ALL NAILS SHALL BE SINKER NAILS AND STAGGERED
U.N.O., EXCEPT AS SHOWN IN NAILING SCHEDULE.
STRUCTURAL GLUED-LAMINATED (GLULAM) TIMBER OF SOFTWOOD SPECIES SHALL BE IN
CONFORMANCE WITH ANSI/AITC STANDARD A190.1 AND ASTM D3737, OR OTHER CODE
APPROVED DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES.
MEMBERS SHALL BE MARKED WITH THE ENGINEERED WOOD SYSTEM APA EWS
TRADEMARK INDICATING CONFORMANCE WITH THE MANUFACTURING, QUALITY
ASSURANCE AND MARKING PROVISIONS OF ANSI/AITC STANDARD A190.1. THE
MANUFACTURER OR SELLER SHALL SUBMIT CERTIFICATES OF CONFORMANCE TO THE
FIELD INSPECTOR PRIOR TO INSTALLATION.
ALL NON-STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED PER APPROVED CODE
REQUIREMENTS. FRAMING PLAN IS ONLY SHOWING FOR THE MAIN STRUCTURAL
ELEMENTS IN ACCORDANCE WITH BUILDING CODE OR REQUIREMENTS ARE SPECIFIED OR
REQUIRED BY THE LOCAL JURISDICTION.
ALL CEILING JOISTS ARE TO BE 2x JOISTS. REFER TO FRAMING FOR ACTUAL SIZE AND
SPACING.
USE 5/8" DIA. X MIN. 12" ANCHOR BOLTS W/ MIN. 7" EMBEDMENT INTO CONCRETE
FOOTING AT 72" O.C. MAX. FOR SILL PLATE TO FOUNDATION UNLESS NOTED OTHERWISE
ON SHEARWALL SCHEDULE. A BOLT BETWEEN 6" TO 12" FROM THE END OF EACH PIECE
OF SILL (2 BOLTS MIN EACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE
PLATE IS CUT OUT OVER ONE-THIRD OF CROSS SECTION.
THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH
CURRENT APPROVED ICC-ES EVALUATION REPORT WITH THE FOLLOWING MECHANICAL
PROPERTIES:
ALL WALLS SHALL BE CONSTRUCTED USING 2x STUDS @ 16" O.C. REFER TO FRAMING
PLANS FOR ACTUAL STUD SIZE AND SPACING.
TYPICAL UNBLOCKED DIAPHRAGM, UNO ON PLANS4.
5.
HOT DIP GALVANIZED FASTENERS SUCH AS (BUT NOT LIMITED TO) NAILS, SCREWS,
BOLTS, THREADED ROD, ETC., SHALL BE USED WHEN IN CONTACT WITH PRESERVATIVE
OR FIRE RETARDANT TREATED LUMBER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN
SBX/DOT AND ZINC BORATE PRESERVATIVE TREATED WOOD IN AN INTERIOR, DRY
ENVIRONMENT SHALL BE PERMITTED.
STUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO
THE CONCRETE OR MASONRY WALL WITH 5/8" DIAMETER X 8" A307 BOLTS AT TOP,
MID-HEIGHT AND BOTTOM.
FRAMING MEMBER
BEAMS/ POST/ RAFTERS
& ALL OTHER
STRUCTURAL FRAMING
2x FRAMING: #2 DF
4x FRAMING: #2 DF
6x FRAMING: #1 DF
8x FRAMING: #1 DF
STUDS DFL STUD GRADE (UP TO 9'-0")
DFL #2 (TALLER THAN 9'-0")
TOP PLATES & MUD SILLS DFL CONSTRUCTION GRADE OR BETTER
ALL STRUCTURAL WOOD SHALL BE OF DOUGLAS FIR LARCH SPECIES, (19% MAXIMUM
MOISTURE CONTENT AT THE TIME OF CONSTRUCTION U.N.O.).
FRAMING
MEMBER
BEAM/
HEADERS
SIZE (WIDTH)Fb Fc perp F Fv Ft Ec parallel TYPE
MATERIAL
RIM
BOARD
3 1/2" & WIDER
1 3/4" & 2 5/8" WIDE
1 1/4" THICK (MIN)
3100
PSI
2800
PSI
1750
PSI
750
PSI
525
PSI
285
PSI
285
PSI
225
PSI
2150
PSI
2150
PSI
1100
PSI
2.0E6
PSI
3000
PSI
2500
PSI
(MIN)
SPEC CAMBER CONDITION
LVL
LVL
LVL
24F-V4
24F-V8
2400 PSI 1850 PSI
Fb
@ BOT @ TOP
Fb Fv
(MIN)
E
(MIN)
265 PSI
2.0E6
PSI
1.3E6
PSI
1.8E6 PSI1600' RADIUS,
UNO SINGLE SPAN
2400 PSI 2400 PSI 265 PSI 1.8E6 PSI1600' RADIUS,
UNO ALL OTHERS
NAIL SIZE
8d COMMON
10d COMMON
16d COMMON
0.131"2 1/2"
0.148"
0.162"
3"
3 1/2"
SPECIFICATION
SAWN LUMBER1.
STRUCTURAL COMPOSITE LUMBER2.
GLUED LAMINATED LUMBER3.
750
PSI
3000
PSI
SHANK DIAMETER LENGTH
ROOF
FLOOR
SHEATHING
APA RATED SHEATHING 15/32
PERFORMANCE CATEGORY 32/16
EXPOSURE 1
NAILING
8d's @ 6" B.N.
8d's @ 6" E.N.
8d's @ 12" F.N.
APA RATED STURD-I-FLOOR 19/32
PERFORMANCE CATEGORY 20" OC
EXPOSURE 1
10d's @ 6" B.N.
10d's @ 6" E.N.
10d's @ 12" F.N.
USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING
ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498.
AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTNERS CAN BE USED:
GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE
SCREWS (ICC-ER-1472)
FOR SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALLED WITH PLATE
WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF
PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL.
ALL METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE
COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICC PUBLISHED VALUES AND
SHALL BE INSTALLED PER SPECIFICATIONS, NO EXCEPTIONS.
1.
2.
3.
4.
SILL PLATE SHALL BE PRESSURE-TREATED AND UNDER SHEAR WALLS OF UP TO 4'-0" IN
LENGTH MUST BE CONTINUOUS.
6.
7.
8.
10.
STUD BEARING WALLS AND PARTITIONS SHALL HAVE HAVE DOUBLE TOP PLATES LAPPED
AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND LOWER MEMBERS OF
DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST 4'-0".
HOLES IN WOOD MEMBERS FOR BOLTS SHALL BE THE NOMIAL BOLT DIAMETER PLUS 1/16".
LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES. HOLES IN
WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS
THE SHANK, AND FOR THE THREADED PORTION BORED WITH A BIT NOT LARGER THAN
40% TO 70% OF THE SHANK DIAMETER.
I-JOISTS SHALL BE MANUFACTURED BY WEYERHAEUSER OR EQUIVALENT APPROVED ICC
MANUFACTURED PRODUCT.
9.
WOOD COLUMNS SHALL HAVE SOLID VERTICAL BLOCKING THROUGH THE FLOORS TO THE
SUPPORT BELOW.
FOR WALLS 10'-0" AND GREATER PROVIDE BLOCKING AT MID-HEIGHT FOR CONSTRUCTION
STABILITY.
ALL WALLS SHALL HAVE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE, UNO.
ALL EXTERIOR LUMBER AND ALL LUMBER IN CONTACT WITH CONRETE OR MASONRY, OR
EXPOSED TO THE EXTERIOR SHALL BE TREATED LUMBER.
DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN
THE DETAILS.
PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS AND SOLID BLOCKING BENEATH
ALL WALLS PERPENDICULAR TO JOISTS.
WOOD NAILERS: UNO. ON PLANS AND DETAILS, WHERE WOOD MEMBERS ARE TO BE
CONNECTED TO STEEL ELEMENTS, OR WHERE WOOD NAILERS CONNECTED TO STEEL
MEMBERS ARE NEEDED FOR PROPER INSTALLATION OF FINISH MATERIALS, AS A MINIMUM
PROVIDE WOOD NAILERS AS SPECIFIED BELOW WITH 5/8"Ø WELDED THREADED STUDS @
24" O.C.:
A. WOOD NAILERS NEEDED ONLY FOR INSTALLATION OF FINISH MATERIAL: 2X
WOOD NAILERS, COUNTERSINKING OF THREADED STUDS BOLT IS ACCEPTABLE IF NEEDED
FOR FLUSH INSTALLATION OF FINISH MATERIAL.
B. WOOD NAILERS NEEDED TO SUPPORT OTHER WOOD ELEMENTS: 2X OR 3X WOOD
NAILERS WITH OR WITHOUT COUNTERSINKING OF THREADED STUDS BOLT RESPECTIVELY.
1.
2.
3.
4.
5.
6.
7.
8.
9.
12.
10.
13.
14.
WOOD SCREWS SHALL BE TURNED, NOT DRIVEN, INTO LEAD HOLES. SOAP OR OTHER
LUBRICANTS SHALL BE PERMITTED AS NEEDED TO FACILITATE THE INSERTION AND
PREVENT DAMAGE OF THE WOOD SCREW. LEAD SCREWS SHALL BE ABOUT 7/8 THE
DIAMETER OF THE SCREW. THE MINIMUM PENETRATION OF WOOD SCREWS SHALL BE 10
TIMES THE SCREW DIAMETER OR 1.5", WHICHEVER IS GREATER. PENETRACTION IS
MEASURED INTO THE PIECE RECEIVING THE NAIL POINT.
15.
11.
16.
17.
NAILING & HARDWARE
WOOD FRAMING
WOOD
(MIN)(MIN)(MIN)(MIN)(MIN)
WOOD FRAMING, CONT.
ALL WOOD CONSTRUCTION CONNECTORS SHOWN ON THE PLANS OR DETAILS SHALL BE
SIMPSON STRONG-TIE OR EQUIVALENT, U.N.O. ALL CONNECTORS SHALL BE INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH APPROVED ICC
REPORTS. NOTIFY EOR FOR ANY POTENTIAL SUBSTITUTION PRIOR TO COMMENCING
WORK.
18.
- ALL SHEATHING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, SHALL
BE C-D OR C-C SHEATHING CONFORMING TO CBC 2303.1.5.
SDS SCREWS SPECIFIED ON PLANS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE
WITH ICC ESR-2236. ALTERNATES MAYBE USED ONLY WITH PRIOR APPROVAL BY EOR.
19.
1. BLOCKING BETWEEN CEILING
JOISTS OR RAFTERS TO TOP PLATE
2. CEILING JOISTS TO PLATE
3. CEILING JOIST NOT ATTACHED TO
PARALLEL RAFTER, LAPS OVER
PARTITION
4. CEILING JOIST ATTACHED TO
PARALLEL RAFTER
5. COLLAR TIE TO RAFTER, FACE NAIL
OR 1 1/4"X20 GA.RIDGE
STRAP TO RAFTER
6. RAFTER OR ROOF TRUSS PLATE
7. ROOF RAFTER TO RIDGE, VALLEY
OR HIP RAFTERS OR ROOF RAFTER
TO MINIMUM 2" RIDGE BEAM
3-8d COMMON
3-16d COMMON
PER TABLE 2308.7.3.1
DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE
OF FASTENER
TOE NAIL
FACE NAIL
FACE NAIL
EACH RAFTER
(2) TOE NAILS ON
ONE SIDE AND (1)
TOE NAIL ON OPP.
SIDE OF EACH
RAFTER OR TRUSS
3-8d COMMON PER JOIST,
TOE NAIL
3-10d COMMON
FACE NAIL
3-10d COMMON
3-10d COMMON TOE NAIL
SPACING AND
LOCATION
ROOF
WALL
8. STUD TO STUD(NOT AT BRACED
WALL PANELS)16d COMMON 24" o.c. FACE NAIL
9. STUD TO STUD AND ABUTTING
STUDS AT INTERSECTING WALL
CORNERS ( AT BRACED WALL PANELS)
16" o.c. FACE NAIL16d COMMON
10. BUILT-UP HEADER( 2" TO 2"
HEADER WITH 1/2" SPACER)16d COMMON 16" o.c. FACE NAIL
11. CONTINUOUS HEADER TO STUD 4-8d COMMON TOE NAIL
12. TOP PLATE TO TOP PLATE 16d COMMON 16" o.c. FACE NAIL
13. DOUBLE TOP PLATE SPLICE 8-16d COMMON
FACE NAIL ON EA.
SIDE OF END JOINT
(MINIMUM 24" LAP
SPLICE LENGTH EA.
SIDE OF END JOINT)
14. BOTTOM PLATE TO JOIST, RIM
JOIST,BAND JOIST OR BLOCKING(NOT
AT BRACED WALL PANELS)
16d COMMON
15. BOTTOM PLATE TO JOIST, RIM
JOIST,BAND JOIST OR BLOCKING(AT
BRACED WALL PANELS)
2-16d COMMON
20. 1"x8" AND WIDER SHEATHING TO
EACH BEARING.FACE NAIL
19. 1"x 6" SHEATHING TO EACH
BEARING.2-8d COMMON FACE NAIL
18. 1" BRACE TO EACH STUD
AND PLATE.2-8d COMMON FACE NAIL
17. TOP PLATES, LAPS AT CORNERS
AND INTERSECTIONS.2-16d COMMON FACE NAIL
16. TOP OR BOTTOM PLATE TO
STUD.4-8d COMMON
NAILING SCHEDULE
END NAIL
2-8d COMMON
16" o.c. FACE NAIL
16" o.c. FACE NAIL
REDUNDANCY FACTOR, 1.3
GENERAL NOTES & REQUIREMENTS
MAX.
STUD
HEIGHT SPACING
(FEET)(INCHES)
USE THIS SPAN TABLE FOR STUD SPACING (U.N.O. ON PLANS):20.
ONE
FLOOF
ONLY
(INCHES)
TWO
FLOOF
ROOF &
CLN'G
(INCHES)
ONE
FLOOF
ROOF &
CLN'G
ROOF &
CLN'G
ONLY
(INCHES)(INCHES)
STUD
HEIGHT
STUD
SIZE
24
MAXIMUM SPACING WHEN
SUPPORTING
NON-BEARING
WALLSBEARING WALLS
SIZE, HEIGHT AND SPACING OF WOOD STUDS
24
24
-
-
14
14
20
-
-
24
24
24
-
-
NOT
ALLOWED
16
16
16
24
16
24
24
-
-
24
24
24
-
-
10
10
2x4
10
10
10
3x4
2x6
2-2x4
2-2x6
- NO MULTIPLES OF
2X4"S ARE ALLOWED TO
SPAN MORE THAN 14'-0".
BEARING WALLS
EXCEEDING 10'-0" MUST
BE DESIGNED
CASE BY CASE.
* SHALL NOT BE USED IN EXTERIOR WALLS.
* REFER TO PLANS FOR STUD HEIGHTS EXEEDING
THIS TABLE.
FOR INTERIOR NON-SHEAR WALLS USE SIMPSON 0.157"Ø SERIES PDPAWL SHOT PINS
WITH A PENETRATION OF 3/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE
WITH ICC ESR-2138.
ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING BARS/STEEL ARE TO THE
CENTER OF STEEL U.N.O. ON THE PLANS OR DETAILS:
S-0.12 SOIL REPORT
S-0.13 SOIL REPORT
S-0.14 SOIL REPORT
54312
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PROJECT MANAGER:
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DATE:
JOB NO.: 231014
12/27/2023
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S-0.10
1402 W 10th St & Unit #2 -
101117923-245/8/2024
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
YES
YES
54312
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PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
12/27/2023
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S-0.11
1402 W 10th St & Unit #2 -
101117923-245/8/2024
54312
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SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
12/27/2023
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S-0.20
TY
P
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D
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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
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A
L
D
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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
12/27/2023
1402 W 10th St & Unit #2 -
101117923-245/8/2024
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
ENTRY PORCH 60 SF
CL
O
S
E
T
CL
O
S
E
T
BED 1
10FT CL'G
BED 2
10FT CL'G
BATH 1
10FT CL'G
BATH 2
10FT CL'G
HALLWAY
LIVING
10FT CL'G
KITCHEN
10FT CL'G
1 2
A
B
SW
2
8'
-
0
"
SW
2
8'
-
0
"
SW2
8'-0"
SW1
8'-0"
HD1 HD1
HD1
HD1
HD1
HD1
HD1HD1
P1
P1
P1
#2
P1
#3
P1
#1
1'-0"
CF1,TYP.
1'
-
0
"
CF1,TYP.
CB
6
6
CB
6
6
1
SD1.0
1
SD1.0
1
SD1.0
1
SD1.0
ST
E
P
8
SD1.0
8
SD1.0
5
SD1.0
5
SD1.0
2
SD1.0
TYP.
5" THICK CONVENTIONAL
SLAB w/#4 @ 18" O.C. E.W.
AND UNDERLAYMENT
PER DETAIL 1/SD1.0
ST
E
P
8
SD1.0
3
SD1.0
3
SD1.0
4
SD1.0
4
SD1.0
4
SD1.0
4
SD1.0
1'-0"
CF1,TYP.
1'
-
0
"
CF1,TYP.
P1
#1
ENTRY PORCH 60 SF
CL
O
S
E
T
CL
O
S
E
T
BED 1
10FT CL'G
BED 2
10FT CL'G
BATH 1
10FT CL'G
BATH 2
10FT CL'G
HALLWAY
LIVING
10FT CL'G
KITCHEN
10FT CL'G
4x6 HDR 4x6 HDR 4x6 HDR
4x
6
H
D
R
4x
6
H
D
R
4x
6
H
D
R
4x6 HDR
4x6 HDR
4x
6
H
D
R
4x
6
H
D
R
1 2
A
B
1
4x10
RIDGE BM
4x
4
6x
6
6x
6
6x
8
DR
B
M
6
6x8 DR BM
6x
8
DR
B
M
4x
4
RR1 RR1
RR
1
RR
1
RR
1
4x4
K.P
.4x
4
2
CAN
T
.
3
1
/
2
"
x
9
1
/
2
"
LVL
H
I
P
B
M
3CAN
T
.
3
1
/
2
"
x
9
1
/
2
"
LVL
H
I
P
B
M
4
CAN
T
.
3
1
/
2
"
x
9
1
/
2
"
LVL
H
I
P
B
M
SW
2
8'
-
0
"
SW
2
8'
-
0
"
SW2
8'-0"
SW1
8'-0"4x
4
4x
4
4x4
4x4
4x4
4x4
4x
4 4x
4
CJ
1
4x6
CL'G BM
CJ
1
CJ
1
CJ
1
CJ
1
CJ
1
CJ
1
K.P.
4x4
K.P
.
4x
4
5
2x6
HIP
B
M
4
SD2.0
4
SD2.0
4
SD2.0
4
SD2.0
8
SD2.0
8
S-0.20
TYP.
9
SD2.0
9
SD2.0
9
SD2.0
K.P
.
4x
4
9
SD2.0
9
SD2.0
5
SD2.0
9
SD2.0
5
SD2.0
4
SD2.0
6
SD2.0
HHRC44
HHRC44
9
SD2.0
9
SD2.0
9
SD2.0
9
SD2.0
2B
SD2.0
2B
SD2.0
5
2x6HIP
B
M
7
4x6 CL'G BM
2
CAN
T
.
3
1
/
2
"
x
9
1
/
2
"
LVL
H
I
P
B
M
4x
4
4x
4
CJ1
4
SD2.0
4
SD2.0
8
SD2.0
8
SD2.08
SD2.0
4x
4K.P
.
9
SD2.0
1B
SD2.0
10B
SD2.0
1B
SD2.0
2B
SD2.0
R.
R
.
W
/
E
.
N
.
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 OVER FRAMING
DENOTES POST OR TRIMMER FROM FLOOR ABOVE
DENOTES DETAIL NUMBER
DENOTES DROP BEAM OR HEADER PER PLAN
DENOTES FLUSH BEAM PER PLAN
FOOTING SCHEDULE
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 PAD
MARK MEMBER TYPE
RR1 2 X 8 ROOF RAFTERS @ 16" O.C.
PAD SIZESYMBOL
2'-0" SQ. x 24" THICK
SYMBOL SIMPSON HOLDOWN USP HOLDOWN NOTES
-HDU2
X
X
X
X
SDX
DENOTES DRAG DIRECTION
STEP
REINFORCEMENT
(3) #4 E.W.
X
X
X
X'-X"
P1
HD1
X
#X DENOTES PAD NUMBER IN CALCULATIONS
X
CJ1 2 X 6 CEILING JOISTS @ 16" O.C.
DENOTES FRAMING ZONE DIVISION
CF1 CONT. W=12", D=16"CONT. (2) #4 TOP & BOTTOM
REFER TO DETAIL 9/SD1.0
X DENOTES SHEARWALL LINE IN CALCULATIONS
FOUNDATION PLAN
SCALE : 1/4" = 1'-0"
1
R
E
V
I
S
I
O
N
DA
T
E
SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
03/15/2024
Pr
o
j
e
c
t
A
d
d
r
e
s
s
:
14
0
2
W
1
0
T
H
14
0
2
W
1
0
T
H
S
T
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
3
Pr
o
j
e
c
t
N
a
m
e
:
DE
S
C
R
I
P
T
I
O
N
03/15/2024
02
/
0
1
/
2
0
2
4
1S
T
P
L
A
N
C
O
R
R
E
C
T
I
O
N
2
02
/
2
2
/
2
0
2
4
2N
D
P
L
A
N
C
O
R
R
E
C
T
I
O
N
S-1.0
FO
U
N
D
A
T
I
O
N
&
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
SCALE : 1/4" = 1'-0"
ROOF FRAMING PLAN ADU
ADU
(A
D
U
)
1402 W 10th St & Unit #2 -
101117923-245/8/2024
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
(E) BEDROOM (E) BEDROOM
(E) BEDROOM
(E) LIVING + DINING
(E) KITCHEN
(E) BATH 2
(E) BATH 1
(E) W.I.C
(E) STORAGE
(E) ENTRY PORCH
DR
Y
E
R
WA
S
H
E
R
(E) HEATPUMP
UNIT
TO BE LEGALIZEDTO BE LEGALIZED
1
SD1.0
1
SD1.0
1
SD1.0
11
SD1.0
11
SD1.0
11
SD1.0
5" THICK CONVENTIONAL
SLAB W/#4 @ 18" O.C.
E.W. AND UNDERLAYMENT
PER DETAIL 1/SD1.0
EXISTING
CONCRETE SLAB
1'
-
0
"
CF1,
TYP.
2
2
2
(E) BEDROOM (E) BEDROOM
(E) BEDROOM
(E) LIVING + DINING
(E) KITCHEN
(E) BATH 2
(E) BATH 1
(E) W.I.C
(E) STORAGE
(E) ENTRY PORCH
DR
Y
E
R
WA
S
H
E
R
(E) HEATPUMP
UNIT
TO BE LEGALIZEDTO BE LEGALIZED
(E) HDR
(E) HDR
(E) HDR (E) HDR (E) HDR
(E) HDR
(E
)
H
D
R
(E
)
H
D
R
(N
)
4
x
6
H
D
R
(E) HDR
(E
)
H
D
R
(E) HDR(E) HDR(E) HDR
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
SW1
ARND
(E) DR BM (E) DR BM (E) DR BM
(E
)
D
R
B
M
11
SD2.0
4
SD2.0
12
SD2.0
13
SD2.0
1
2
8
(N) 4x6 FL BM
RR
2
2-
2
x
4
1A
SD2.0
14
SD2.0
2
2-
2
x
4
1A
SD2.0
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
LEGEND
DENOTES SHEAR PANEL LENGTH
DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE
DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE
DENOTES DETAIL SHEET NUMBER
DENOTES DETAIL NUMBER
DENOTES DROP BEAM OR HEADER PER PLAN
FOOTING SCHEDULE
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.
MARK MEMBER TYPE
RR2 2 X 6 ROOF RAFTERS @ 16" O.C.
PAD SIZESYMBOL
X
X
SDX
REINFORCEMENT
X
X'-X"
X
CF1 CONT. W=12", D=16"CONT. (2) #4 TOP & BOTTOM
DENOTES NEW FOOTING
DENOTES EXISTING FOOTING
PARTIAL FOUNDATION PLAN
SCALE : 1/4" = 1'-0"
1
R
E
V
I
S
I
O
N
DA
T
E
SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
03/15/2024
Pr
o
j
e
c
t
A
d
d
r
e
s
s
:
14
0
2
W
1
0
T
H
14
0
2
W
1
0
T
H
S
T
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
3
Pr
o
j
e
c
t
N
a
m
e
:
DE
S
C
R
I
P
T
I
O
N
03/15/2024
02
/
0
1
/
2
0
2
4
1S
T
P
L
A
N
C
O
R
R
E
C
T
I
O
N
2
02
/
2
2
/
2
0
2
4
2N
D
P
L
A
N
C
O
R
R
E
C
T
I
O
N
S-2.0
&
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
(M
A
I
N
H
O
U
S
E
)
SCALE : 1/4" = 1'-0"
PARTIAL ROOF FRAMING PLAN
MAIN HOUSE
PA
R
T
I
A
L
F
O
U
N
D
A
T
I
O
N
MAIN HOUSE
1
1402 W 10th St & Unit #2 -
101117923-245/8/2024
3
CONT. REBAR PER PLAN
MIN. 15 MIL
VAPOR BARRIER
2" SAND
TOP OF
NATURAL GRADE
OR COMPACT FILL
MIN. 6"
OVERLAP (U.N.O.)
"D
"
M
I
N
.
E
M
B
E
D
M
E
N
T
PE
R
S
C
H
E
D
U
L
E
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
PER PLAN
ALT.1 ALT.2
TOP OF
NATURAL
GRADE
3" CLR. COVERPOSSIBLE COLD JOINT
SEE NOTE
NOTES:
1.FOR TWO POUR CONSTRUCTION, SEE FOOTING COLD JOINT DE TAIL.
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
4" GRAVEL OR AS
RECOMMENDED BY
GEOTECHNICAL
REPORT
REBAR CONT.
T&B (U.N.O.)
PER PLAN
CONC. SLAB
PER PLAN
TOP OF
NATURAL GRADE
OR COMPACT
FILL
D
PE
R
P
L
A
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
PER PLAN
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
.
TOP OF NATURAL GRADE
OR COMPACT FILL
CENTERLINE OF POST
AND PAD FOOTING
POST IN WALL (USE
COLUMN BASE IF
INDICATED PER PLAN)
PER PLAN
CONC. SLAB PER PLANSLAB REINF.
PER PLAN
AT INTERIOR FOOTING
AT EXTERIOR FOOTING
CL
DE
P
T
H
P
E
R
P
L
A
N
CONT. BAR
OF INTERIOR
BEARING FTG.
PAD REINF.
PER PLAN
3" CLR. COVER, TYP.
TOP OF NATURAL GRADE
OR COMPACT FILL
CENTERLINE OF POST
AND PAD FOOTING
SHALL BE ALIGNED
POST IN WALL OR
USE COLUMN BASE
AT ISOLATED POST
PER PLAN
CONC. SLAB PER PLANSLAB REINF.
PER PLAN
AT SLAB-ON-GRADE
CL
DE
P
T
H
PE
R
P
L
A
N
PAD REINF.
PER PLAN
3" CLR. COVER, TYP.
TOP OF NATURAL GRADE
OR COMPACT FILL
6"
M
I
N
.
EXTERIOR FINISH
MI
N
.
8"
INTERIOR FINISH
CONC. SLAB
PER PLAN
FINISH
GRADE
CENTERLINE OF POST
AND PAD FOOTING
SHALL BE ALIGNED
CL
PAD REINF.
PER PLAN
3" CLR. COVER, TYP.
CONT. BAR
OF EXTERIOR
BEARING FTG.
DE
P
T
H
P
E
R
P
L
A
N
SLAB REINF.
PER PLAN
POST IN WALL (USE
COLUMN BASE IF
INDICATED PER PLAN)
PAD FOOTING WITHIN BUILDING PERIMETER
PER PLAN
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
HDU2
SLAB ON
GRADE
SSTB24 SB5/8x24
EMBEDMENT
(de)
TYPESLAB ON
GRADE
CURB/
STEMWALL
SQUARE
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
-SB5/8x24 --
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.
HDU4 SSTB24 SB5/8x24-SB5/8x24 --
12" MIN.
12
"
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 JUNCTIONS
8"
M
I
N
.
SIMPSON COLUMN
BASE CB/CBS/CBSQ
PER PLAN
MULTI-STUD OR
POST PER PLAN
DE
P
T
H
P
E
R
P
L
A
N
±6
"
3" BATTER
3" CLR. COVER, TYP.
BATTER PEDESTAL
PER PLAN
8"
M
I
N
.
SIMPSON COLUMN
BASE CB/CBS/CBSQ
PER PLAN
MULTI-STUD OR
POST PER PLAN
DE
P
T
H
P
E
R
P
L
A
N
±6
"
PAD REINF.
PER PLAN
3" CLR. COVER, TYP.
FLAT PEDESTAL
PER PLAN
1"
SE
E
N
O
T
E
TOP OF NATURAL GRADE
OR COMPACT FILL
TOP OF NATURAL GRADE
OR COMPACT FILL
PAD REINF.
PER PLAN
NOTE: 1" STANDOFF REQUIRED AT SIMPSON CB, OTHERWISE USE PRESSURE TREATED
WOOD.
ISOLATED PAD FOOTING
(1)#3 "V" BAR BENT 12"Λ12" THRU
STIRRUP OF COLUMN BASE
(1)#3 "V" BAR BENT 12"Λ12" THRU
STIRRUP OF COLUMN BASE
3" CLR. COVER
MIN.
3" CLR. COVER
MIN.
6
9
8
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)
145710
2
24"
MIN.
MIN. 6" EMBEDMENT
W/ SIMPSON SET-3G
EXISTING SLAB
NEW SLAB REBAR
PER PLANS
NEW TO EXISTING FOUNDATION DETAIL
#4 OVERLAPPED W/ NEW
REBAR TO MATCH SPACING
OF TYPICAL FOOTING
REBAR TOP & BOTTOM
NEW SLAB
PER PLANS
6"
MIN.
24"
EXISTING
SLAB
NEW SLAB
PER PLANS
NEW FOOTING MIN.
AS DEEP AS EXISTING
NEW REBAR MATCH
SIZE & SPACING OF
TYP. FOOTING REBAR
@ TOP & BOTT.
- SET-3G ESR #4057
- SPECIAL INSPECTION REQUIRED
11
1
1
R
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V
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I
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DA
T
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SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
03/15/2024
Pr
o
j
e
c
t
A
d
d
r
e
s
s
:
14
0
2
W
1
0
T
H
14
0
2
W
1
0
T
H
S
T
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
3
Pr
o
j
e
c
t
N
a
m
e
:
DE
S
C
R
I
P
T
I
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N
03/15/2024
02
/
0
1
/
2
0
2
4
1S
T
P
L
A
N
C
O
R
R
E
C
T
I
O
N
2
02
/
2
2
/
2
0
2
4
2N
D
P
L
A
N
C
O
R
R
E
C
T
I
O
N
SD1.0
FO
U
N
D
A
T
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1402 W 10th St & Unit #2 -
101117923-245/8/2024
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
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
POST/STUD PER PLAN
DBL. TOP PLATES
HIP OR VALLEY BEAM
(2) SIMP. LTS20 EACH SIDE
OF BEAM TO POST TYP. OF (4)
HIP OR VALLEY BEAM
POST CONDITION WALL CONDITION
NOTES:
1.PROVIDE EQUAL NUMBER OF NAILS TO BM. FOR NAIL SIZE AND SPACING OUTSIDE
THE LAP LENGTH AND STUDS. PROVIDE TOTAL NUMBER OF NAILS PER MANUF.
2.NAILING OF STRAP TO DBL. TOP PLATE IS NOT REQ'D AND SHALL NOT BE
COUNTED TOWARDS TOTAL NUMBER OF NAILS REQ'D BY MANUF.
HIP/VALLEY BEAMS UPLIFT TIE
ROOF RAFTER TO HIP/ VALLEY BEAM
A
A
HIP BEAM
PER PLAN USE SIMP. HANGER
WHERE RAFTER
SPAN EXCEED 8'-0"
ROOF SHEATHING
B.N.B.N.
A-A @ HIP BEAM
VALLEY BEAM
PER PLAN
ROOF SHEATHING
B.N.
A-A @ VALLEY BEAM
B.N.
USE SIMP. HANGER
WHERE RAFTER
SPAN EXCEED 8'-0"
(5) -16d TOE NAIL
E.A. END TO BEAM
HIP/ VALLEY BEAM
PER PLAN
(5) -16d TOE NAIL
E.A. END TO BEAM
TYP. 2x ROOF
RAFTER WHERE
OCCUR
TYP. 2x ROOF
RAFTER WHERE
OCCUR
(5) -16d TOE NAIL
E.A. END TO BEAM
RIDGE BEAM
PER PLAN
TYPICAL ROOF
RAFTER PER PLAN
PLYWOOD
SHEATHING
USE SIMPSON LRUZ HANGERS
WHEN SPAN OF RAFTERS EXCEED
10'-0" OTHERWISE USE MIN. (5) 16d
TOE NAILS @ EACH RAFTER TO RIDGE
ST22 @ 48" O.C.
B.N.
ROOF RAFTER TO FLUSH RIDGE CONNECTION
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
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
7
8
9 CONNECTION DETAIL
BEAM PER PLAN
MULTISTUDS OR
POST PER PLAN
SIMPSON LCE4
STRAP SCHEDULE
END LENGTH
A CS16 18"
B (2) CS16 18"
1700#
3400#
CAPACITYMARK
END LEN
G
T
H
END
L
E
N
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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 CORNER10
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
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
24" MIN.
SHEAR WALL
PER PLAN
BALLOON FRAMED STUDS
2x FLAT
BLK'G
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.
24" MIN.
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.
CONDITION I - TRANSFER THROUGH BLOCKING
E.N.
B.N.
B.N.
11
12
13 SHEAR TRANSFER
(E) ROOF RAFTERS
PER PLAN SIMPSON A35
PER SHEAR WALL
SCHEDULE
MAX. 48" O.C.
(E) CEILING
JOIST PER PLAN
B.N.
POST/STUD
2X ROOF RAFTERS
ROOF SHEATHING
2x BLK'G
E.N.
SIMPSON H2.5A
@ 48" O.C. U.N.O.
CONNECTION DETAIL
E.N.
CL'G / FLUSH BM
PER PLAN
R.R. PER PLAN
W/ APPROVED HANGER
ROOF SHEATHING
14
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SHEET NO.:
PROJECT MANAGER:
P.P.
DATE:
JOB NO.: 231014
03/15/2024
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1402 W 10th St & Unit #2 -
101117923-245/8/2024
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, 2 BATHS,
LIVING, KITCHEN,
DINING, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
2 12/21/2023 2ND PLANCHECK
A.01
CAL GREEN CODE
(N
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CONTRACTOR
CONTRACTOR
CONTRACTOR
ARCHITECT
ENGINEER
ARCHITECT
ARCHITECT
ARCHITECT
ARCHITECT
ARCHITECT
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
ARCHITECT
OWNER
1402 W 10th St & Unit #2 -
101117923-245/8/2024
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, 2 BATHS,
LIVING, KITCHEN,
DINING, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
2 12/21/2023 2ND PLANCHECK
A.02
CAL GREEN CODE
(N
)
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CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
OWNER
OWNER
CONSTRACTOR
1402 W 10th St & Unit #2 -
101117923-245/8/2024
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, 2 BATHS,
LIVING, KITCHEN,
DINING, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
T24.1
TITLE 24
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2 12/21/2023 2ND PLANCHECK
1402 W 10th St & Unit #2 -
101117923-245/8/2024
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, 2 BATHS,
LIVING, KITCHEN,
DINING, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
T24.2
TITLE 24 (CONT.)
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2 12/21/2023 2ND PLANCHECK
1402 W 10th St & Unit #2 -
101117923-245/8/2024
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, 2 BATHS,
LIVING, KITCHEN,
DINING, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
T24.3
TITLE 24 (CONT.)
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2 12/21/2023 2ND PLANCHECK
1402 W 10th St & Unit #2 -
101117923-245/8/2024
2%
WIDTH
PER PLAN
8"
MI
N
PAD
FF
WEEPSCREED
5%
MIN
5%
MIN
BUILDING DRAINAGE
DETAIL
NOT TO SCALE
A
DRAINAGE DIRECTION AND SLOPE
PROPERTY LINE CORNER POINTS AND
ELEVATION DATUM
FLOW LINE
HARDSCAPE AREA
LANDSCAPE AREA
EXISTING SLOPE
LEGEND:
SCALE: 1"=10'-0"
010'20'20'
1 (E) MAIN HOUSE 200AMP
ELECTRICAL PANEL 1.1 (E) MAIN HOUSE
ELECTRICAL METER
2 PERIMETER FENCE / BLOCK WALL
3
4
5
6
7
8
9
10
11
12
13
DRIVEWAY, ON DRIVEWAY PARKING 10'X20' PER SPACE
(E) LANDSCAPE
(E) TREE TO BE REMOVED
(E) GATE
(E) WATER METER
(E) GAS METER
(E) WALKWAY
ROOF LINE ABOVE
(N) WATER METER (1" MINIMUM PER CITY REQUIREMENT)
PROPOSED LOCATION OF THE NATURAL GAS METER TYPICALLY WITHIN
FIVE FEET OF THE STRUCTURE’S FRONT WALL BUT NOT CLOSER THAN
ONE FOOT FROM THE FRONT EDGE
14 (N) CONSUMER TANK W/ HEATPUMP
15 (N) ELECTRICAL HEATPUMP UNIT ON 3" THICK CONCRETE PAD
16 (N) ELECTRICAL SUB-PANEL 225AMPS FOR ADU
17 (N) DUAL-GANG ELEC. METER FOR ADU
18 INVERTER / METERING EQUIPMENT & PATHWAY FOR ROUTING
FROM THE SOLAR ZONE TO THE MAIN SERVICE PANEL.
(E) CONSUMER TANK W/ HEATPUMP
6.1 (N) LANDSCAPE
4.1 (N) WALKWAY
1.2 (E) MAIN ELEC. PANEL 200AMP BECOME
SUB-PANEL UPGRADE TO 225AMP
19 SEE DETAIL ON 2/AD.10 FOR 1-HR FIRE RESISTANT EAVE PROJECTION
D.01
DRAINAGE PLAN
SITE PLAN KEY NOTE
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, LAUNDRY
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
1 11/25/2023 1ST PLANCHECK
2 12/21/2023 2ND PLANCHECK
(N
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1402 W 10th St & Unit #2 -
101117923-245/8/2024
54312
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12/27/2023
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1402 W 10th St & Unit #2 -
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1402 W 10th St & Unit #2 -
101117923-245/8/2024
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1402 W 10th St & Unit #2 -
101117923-245/8/2024
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P .0. 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 name listing yourself as the builder of the property improvements
specified at \ 4 0 2. W . I O-¾i Yt , U Vl,d:: l . f Gt vt ¼. fu3,-. yft q l O '1 .
, f /
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.
IN 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.
W __ 2. I understand building permits are not required to be signed by property owners unless they are responsible for the
ccJnsiruction and are not hiring a licensed Contractor to assume this responsibility.
_\£__3. I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may protect
m~self from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own.
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 .
.. lit 5. I understand if I employ or otheiwise engage any persons, other than California licensed Contractors, and the total
vafueot my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an
"employer" under state and federal law.
_ 4> 6. I understand if I am considered an "employer" under state and Federal law, I must register with the state and federal
gov'ernment, 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.
~7. 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.
,4.s. 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-
cial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workman-
ship or materials.
1402 W 10th St & Unit #2 -
101117923-245/8/2024
Ji-9. I understand I may obtain more information regarding my obligations as an "employer'' from the Internal R:eve~ue ~?r-
vice, the United States Small Business Administration, the California Department of Benefit Payments, and the Cahfom1a D1v1-
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.
'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 responsible for propord construction activity at the following ad-Cft S
dress: \\.f OJ. W • \ 0~ S . U11A:t: 2. , .fct\f\h fr}A., 9 2. 7 O • 1
llf 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.
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 owners drivers 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 owners signature.
Signature of Property Owner ____ ....:L:::::..~-a..;._"1__.Q_l_'(._\tv, _________ Date: ___ 0 _1<...!..f _2 _:t...1..{_v0_1._'{...L...-_
Print name of Owner LO ~N P H A \V\ ___________ _.;_ ________ _
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Exduding 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: _____________________________ _
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 owners driver's license, 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.
1402 W 10th St & Unit #2 -
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Structural Calculations
Project No.:
1
1402 W 10th St & Unit #2 -
101117923-245/8/2024
January, 18, 2023
Project: 23011
Location: 5463 Wadean PI Oakland,
CA 94601, USA
Client: N/A
TABLE OF CONTENTS
2
1402 W 10th St & Unit #2 -
101117923-245/8/2024
ASCE 7 Hazards Report
Address:
1402 W 10th St
Santa Ana, California
92703
Standard:ASCE/SEI 7-16 Latitude:33.753214
Risk Category:II Longitude:-117.886871
Soil Class:D - Default (see
Section 11.4.3)
Elevation:104.74078946719072 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 2https://asce7hazardtool.online/Tue Dec 26 2023
3
1402 W 10th St & Unit #2 -
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The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of
any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from
reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability,
currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation, relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
Page 2 of 2https://asce7hazardtool.online/Tue Dec 26 2023
4
1402 W 10th St & Unit #2 -
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5
1402 W 10th St & Unit #2 -
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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 1.305
Response Spectral Acc. (1.0 sec) S1 0.465
TL (sec)8
Fa 1.2 (Table 11.4-1)
Fv 1.835 (Table 11.4-2)
Max. Considered earthquake acc. SMS 1.566 (11.4-1)
Max. Considered earthquake acc. SM1 .853 (11.4-2)
Design spectral acc. At short period SDS 1.044 (11.4-3)
Design spectral acc. at 1s period SD1 0.569 (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)12.5
Building period T=Ta (sec)0.133 (12.8-7)
Base Shear Adjustment Factor 1
Minimum Cs 0.046 (12.8-5 & 12.8-6)
Maximum Cs 0.658 (12.8-3 & 12.8-4)
Seismic response coefficient Cs 0.161 (12.8-2)
Adjusted Cs 0.161
For allowable stress design V = 0.7CsW 0.112W
vG23.06.30
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Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
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:
Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
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)
Ceiling 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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Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
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Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
ENTRY PORCH 60 SF
CL
O
S
E
T
CL
O
S
E
T
BED 1
10FT CL'G
BED 2
10FT CL'G
BATH 1
10FT CL'G
BATH 2
10FT CL'G
HALLWAY
LIVING
10FT CL'G
KITCHEN
10FT CL'G
1 2
A
B
D1
ROOF SHEARWALL LAYOUT
Company :
Project : 1402 W 10th St
Job No.: 231014
Plan : N/A
Designed : D.B.
Checked : P.P.
Date : 12/27/2023
Client : N/A
8
1402 W 10th St & Unit #2 -
101117923-245/8/2024
SECTION D1 – DIRECTION X
Bui l di ng Di m ensi on (ft):B = 30.5 L = 29 M ean Hei ght = 12.5 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 30.5 Depth = 29 Wi nd Hei ght = 15.5 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10'
WIND LOAD:
L/B =29/30.5=0.95, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.3 PSF Wal l (LW) P = GCplqh = 6.93 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 18.28 18.95 19.48 20.01 20.82 21.48
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Hi p W=32.5', L=31.25', Sl ope = 18.43°
WW
Hi p W=32.5', L=31.25', Sl ope = 18.43° LW
-2.58
63.37
31.81
28.98
63.37
-2.58
28.98
31.81
D1X_ROOF = 89.51 = 0.6 x 149.18 PLF
M AX T OT AL = 89.51 PLF
SEISMIC LOAD:V = 0.1124W
W_ROOF:
Load_Roof (DL)= 20 x 983 / 30.5 = 644.59
Wal l _Ex (DL)= 17 x 54.6 x (10/2) / 30.5 = 152.16
Wal l _In (DL)= 10 x 30 x (10/2) / 30.5 = 49.18
Cs*W = 0.1124 x (644.59 + 152.16 + 49.18)= 95.08
T OT AL SEISM IC LOAD 95.08 = 95.08 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 845.93 10 1 95.08 95.08 845.93 95.08 126.16 252.33 126.16
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 27.5 29 5 9 .8 411.2 42.4 291.8 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 = 29 L = 30.5 M ean Hei ght = 12.5 Base Hei ght = 0.5
Sec ti on Di m ensi on (ft):Wi dth = 29 Depth = 30.5 Wi nd Hei ght = 15.5 Base Hei ght = 0.5
Pl ate Hei ght:ROOF = 10'
WIND LOAD:
L/B =30.5/29=1.05, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.49, qh = 16.3 PSF Wal l (LW) P = GCplqh = 6.78 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 18.14 18.8 19.34 19.87 20.67 21.34
ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r-
Hi p W=31.25', L=32.5', Sl ope = 18.43° LW
Hi p W=31.25', L=32.5', Sl ope = 18.43°
WW
64.09
-2.61
29.31
32.17
-2.61
64.09
32.17
29.31
D1Y_ROOF = 89.49 = 0.6 x 149.15 PLF
M AX T OT AL = 89.49 PLF
SEISMIC LOAD:V = 0.1124W
W_ROOF:
Load_Roof (DL)= 20 x 983 / 29 = 677.93
Wal l _Ex (DL)= 17 x 58 x (10/2) / 29 = 170.00
Wal l _In (DL)= 10 x 48 x (10/2) / 29 = 82.76
Cs*W = 0.1124 x (677.93 + 170.00 + 82.76)= 104.61
T OT AL SEISM IC LOAD = 104.61 = 104.61 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 930.69 10 1 104.61 104.61 930.69 104.61 138.81 277.61 138.81
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 2 9 3 0 .5 66 478.4 42.5 308.4 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
vG23.06.30
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Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
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:
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Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
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 @
12 870 1218 (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 1740 2436 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
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 1402 W 10th
Job No.231014
Plan N/A
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:
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Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
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 1402 W 10th
Job No.231014
Plan N/A
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Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
SW_LINE A 1st Floor Passe d
Exterior Wall Drection X Location:(16.18, -27.33)
Loads
SECTION D1X_ROOF: W=1499 LB, E=1593 LB (33.5ft)
Wall Self-Weight Seismic = 316 LB
Strap
She arwall De sign USE TYPE: SW2
Total Length (ft): 29.00 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 1.25 187 298 380 532 380 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 1945 2382 680 226 0 0 0 1945 2382
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 2788 3355 HDU2/4X4 0.91/0.44 2788 3355 HDU2/4X4 0.91/0.44 1.523 2.400
vG23.06.30
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Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
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:
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Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
SW_LINE B 1st Floor Passe d
Exterior Wall Drection X Location:(16.18, 0.00)
Loads
SECTION D1X_ROOF: W=1220 LB, E=1295 LB (27.25ft)
Wall Self-Weight Seismic = 313 LB
Strap
She arwall De sign USE TYPE: SW1
Total Length (ft): 29.00 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 1.25 152 250 260 364 260 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 1582 1993 680 226 0 0 0 1582 1993
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 2282 2850 HDU2/4X4 0.74/0.37 2282 2850 HDU2/4X4 0.74/0.37 1.604 2.400
vG23.06.30
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Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
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:
:
Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
SW_LINE 1 1st Floor Passe d
Exterior Wall Drection Y Location:(16.18, -27.33)
Loads
SECTION D1Y_ROOF: W=1298 LB, E=1517 LB (29ft)
Wall Self-Weight Seismic = 310 LB
Strap
She arwall De sign USE TYPE: SW2
Total Length (ft): 27.00 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 1.25 162 285 380 532 380 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 1683 2277 680 226 0 0 0 1683 2277
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 2651 3219 HDU2/4X4 0.86/0.42 2651 3219 HDU2/4X4 0.86/0.42 1.453 2.400
vG23.06.30
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Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
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:
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Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
SW_LINE 2 1st Floor Passe d
Exterior Wall Drection Y Location:(45.26, -27.33)
Loads
SECTION D1Y_ROOF: W=1298 LB, E=1517 LB (29ft)
Wall Self-Weight Seismic = 294 LB
Strap
She arwall De sign USE TYPE: SW2
Total Length (ft): 27.00 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 1.25 162 283 380 532 380 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 1683 2261 680 226 0 0 0 1683 2261
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 2631 3199 HDU2/4X4 0.86/0.42 2631 3199 HDU2/4X4 0.86/0.42 1.443 2.400
vG23.06.30
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Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
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:
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Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
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 1402 W 10th
Job No.231014
Plan N/A
:
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:
:
Designed D.B.
Checked P.P.
Date 02/05/2024
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
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 : True
Applie d Loads:
Load_Roof 53.4PLF =2.67 x (20+20)/2 @ 0' to 13.75'
SELF WEIGHT 2.55PLF From 0' to 13.75'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1.15
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 201 0 184 0 0 0 0 0 385/0
2 201 0 184 0 0 0 0 0 385/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)1322 6.88 1700 78 1.25
Shear (lbs)349 0 1631 21 1.25
Live Deflection 0.282 6.88 0.458 62 -
Total Deflection 0.590 6.88 0.688 86 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
Be am ID: RR2
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 53.4PLF =2.67 x (20+20)/2 @ 0' to 7.5'
SELF WEIGHT 1.93PLF From 0' to 7.5'
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)
1 107 0 100 0 0 0 0 0 208/0
2 107 0 100 0 0 0 0 0 208/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)389 3.75 1060 37 1.25
Shear (lbs)181 7.5 1238 15 1.25
Live Deflection 0.057 3.75 0.25 23 -
Total Deflection 0.118 3.75 0.375 31 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
:
:
:
:
Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
:
:
:
Designed D.B.
Checked P.P.
Date 02/05/2024
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
Be am ID: 1
Section type:Douglas Fir-Larch No.2
Section name:4x10
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 545PLF =27.25 x (20+20)/2 @ 0' to 1.75'
SELF WEIGHT 7.59PLF From 0' to 1.75'
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)
1 245 0 238 0 0 0 0 0 484/0
2 245 0 238 0 0 0 0 0 484/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)212 0.88 5615 4 1.25
Shear (lbs)29 0 4856 1 1.25
Live Deflection 0.000 0.88 0.058 0 -
Total Deflection 0.000 0.88 0.088 0 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: Lr
Be am ID: 2
Section type:Ve rsa Lam 3100
Section name:3 1/2x9 1/2
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 0~265PLF =0~13.25 x (20+20)/2 @ 0' to 19.25'
Load_Roof 0~265PLF =0~13.25 x (20+20)/2 @ 0' to 19.25'
POINT @ 19.25ft (D=125 Lr=125)
SELF WEIGHT 7.8PLF From 0' to 19.25'
Point Load Location
Factors:
Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.03
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 258 0 210 0 0 0 0 0 468/0
2 2567 0 2466 0 0 0 0 0 5033/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)7399 14.25 17000 44 1.25
Shear (lbs)2595 14.25 7897 33 1.25
Live Deflection 0.166 19.25 0.333 50 -
Total Deflection 0.326 19.25 0.5 65 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
:
:
:
:
Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
:
:
:
Designed D.B.
Checked P.P.
Date 02/05/2024
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
Be am ID: 3
Section type:Ve rsa Lam 3100
Section name:3 1/2x9 1/2
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 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25'
Load_Roof 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25'
POINT @ 0ft (D=125 Lr=125)
SELF WEIGHT 7.8PLF From 0' to 19.25'
Point Load Location
Factors:
Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.03
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 2251 0 2162 0 0 0 0 0 4414/0
2 574 0 513 0 0 0 0 0 1088/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)6146 10.64 17000 36 1.25
Shear (lbs)2674 3 7897 34 1.25
Live Deflection 0.124 0 0.2 62 -
Total Deflection 0.260 0 0.3 87 -
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 1/2x9 1/2
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 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25'
Load_Roof 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25'
POINT @ 0ft (D=125 Lr=125)
SELF WEIGHT 7.8PLF From 0' to 19.25'
Point Load Location
Factors:
Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.03
Re actions:
Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up)
1 2523 0 2423 0 0 0 0 0 4946/0
2 303 0 252 0 0 0 0 0 555/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)6763 4.75 17000 40 1.25
Shear (lbs)2494 4.75 7897 32 1.25
Live Deflection 0.113 0 0.317 36 -
Total Deflection 0.218 0 0.475 46 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
:
:
:
:
Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
:
:
:
Designed D.B.
Checked P.P.
Date 02/05/2024
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
Be am ID: 5
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_Roof 0~65PLF =0~3.25 x (20+20)/2 @ 0' to 4'
Load_Roof 0~65PLF =0~3.25 x (20+20)/2 @ 0' to 4'
SELF WEIGHT 1.93PLF From 0' to 4'
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 47 0 43 0 0 0 0 0 91/0
2 91 0 87 0 0 0 0 0 177/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)137 2.32 922 15 1.25
Shear (lbs)120 4 1238 10 1.25
Live Deflection 0.006 2.08 0.133 5 -
Total Deflection 0.012 2.08 0.2 6 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
Be am ID: 6
Section type:Douglas Fir-Larch No.1
Section name:6x8
Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170
E (psi): 1600000 Lu (ft): 16
Ignore shear within (d): True Repetitive member : False
Applie d Loads:
Load_Roof 100PLF =5 x (20+20)/2 @ 0' to 16'
SELF WEIGHT 9.67PLF From 0' to 16'
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)
1 477 0 400 0 0 0 0 0 877/0
2 477 0 400 0 0 0 0 0 877/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)3509 8 7156 49 1.25
Shear (lbs)811 0 5844 14 1.25
Live Deflection 0.238 8 0.533 45 -
Total Deflection 0.523 8 0.8 65 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
:
:
:
:
Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
:
:
:
Designed D.B.
Checked P.P.
Date 02/05/2024
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
Be am ID: 7
Section type:Douglas Fir-Larch No.2
Section name:4x6
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 65PLF =3.25 x (20+20)/2 @ 0' to 5.25'
Load_Roof 275PLF =13.75 x (20+20)/2 @ 0' to 5.25'
POINT supp#2 of Beam 5 @ 2.75ft, (D=91 Lr=87)
SELF WEIGHT 4.51PLF From 0' to 5.25'
Point Load Location
Factors:
Ct = 1 Cm = 1 CL = 1.00 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)
1 501 0 488 0 0 0 0 0 989/0
2 506 0 492 0 0 0 0 0 997/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)1416 2.75 2151 66 1.25
Shear (lbs)827 5.25 2888 29 1.25
Live Deflection 0.043 2.62 0.175 25 -
Total Deflection 0.088 2.62 0.262 34 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
vG23.06.30
:
:
:
:
Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
:
:
:
Designed D.B.
Checked P.P.
Date 02/05/2024
Client N/A
TIC Structure Design 2023
Be am ID: 8
Section type:Douglas Fir-Larch No.2
Section name:4x6
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 145PLF =7.25 x (20+20)/2 @ 0' to 7'
SELF WEIGHT 4.51PLF From 0' to 7'
Factors:
Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1
Re actions:
Suppor t D L Lr S WSN WWE ESN EWE M ax. LC
(Down/Up)
1 270 0 254 0 0 0 0 0 523/0
2 270 0 254 0 0 0 0 0 523/0
Code che ck:
Actual Loc.(ft)Allowe d Ratio (%)CD
Moment (lbs-ft)916 3.5 2151 43 1.25
Shear (lbs)451 7 2888 16 1.25
Live Deflection 0.050 3.5 0.233 21 -
Total Deflection 0.104 3.5 0.35 30 -
Passe d
Max Moment: D + Lr
Max Shear: D + Lr
Max Deflection: D + Lr
1402 W 10th St & Unit #2 -
101117923-245/8/2024
Weight of Pad
POINT
Weight of Pad
POINT
Weight of Pad
POINT
Footing/Pad ID: 1
Soil Bearing: SB = 2100 PSF Post with parallel to footing: Bp = 3.5 in
Loads:
1200.00 LB = 150 x 2.00' x 2.00' x 2.00'
From Support 2 of Beam 2 (5033LB)
Design Pad:
Total Point Load (Ptotal) = 6233 LB
S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in
Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 6912.50 LB
Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =6912.50 LB
Required Pad Area = Ptotal/SB = 6233.18677616608/2100 = 2.97 Ft2
USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W.
Footing/Pad ID: 2
Soil Bearing: SB = 2100 PSF Post with parallel to footing: Bp = 3.5 in
Loads:
1200.00 LB = 150 x 2.00' x 2.00' x 2.00'
From Support 1 of Beam 3 (4414LB)
Design Pad:
Total Point Load (Ptotal) = 5614 LB
S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in
Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 6912.50 LB
Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =6912.50 LB
Required Pad Area = Ptotal/SB = 5613.71763448409/2100 = 2.67 Ft2
USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W.
Footing/Pad ID: 3
Soil Bearing: SB = 2100 PSF Post with parallel to footing: Bp = 3.5 in
Loads:
1200.00 LB = 150 x 2.00' x 2.00' x 2.00'
From Support 1 of Beam 4 (4946LB)
Design Pad:
Total Point Load (Ptotal) = 6146 LB
S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in
Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 6912.50 LB
Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =6912.50 LB
Required Pad Area = Ptotal/SB = 6146.40769381839/2100 = 2.93 Ft2
USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W.
vG23.06.30
:
:
:
:
Com pany
Project 1402 W 10th
Job No.231014
Plan N/A
:
:
:
:
Designed D.B.
Checked P.P.
Date 12/28/2023
Client N/A
TIC Structure Design 2023 1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 1 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
GENERAL INFORMATION
01 Project Name 1402 W 10th St - Unit 2 ADU
02 Run Title Title 24 Analysis
03 Project Location 1402 W 10th St
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)0
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)800 19 Glazing Percentage (%)13.13%
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
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 2 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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 37.1 38.5 27.7
Proposed Design 36.9 37.9 27.4 0.2 0.6 0.3
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: 2.07 kWdc
•PV System resized to 2.07 kWdc (a factor of 2.070) to achieve 'Standard Design PV' PV scaling
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 3 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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 0.09 0.5 0.88 6.5 -0.79 -6
Space Cooling 1.32 29.85 1.01 27.8 0.31 2.05
IAQ Ventilation 0.45 4.71 0.45 4.71 0 0
Water Heating 2.23 23.48 1.7 18.66 0.53 4.82
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 4.09 58.54 4.04 57.67 0.05 0.87
Photovoltaics -2.83 -85.4 -2.83 -84.84
Battery 0 0
Flexibility
Indoor Lighting 0.94 8.78 0.94 8.78
Appl. & Cooking 6.52 42.16 6.47 41.68
Plug Loads 5.68 57.83 5.68 57.83
Outdoor Lighting 0.21 1.8 0.21 1.8
TOTAL COMPLIANCE 14.61 83.71 14.51 82.92
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 4 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 22.55 21.8 0.75 3.33
Net EUI2 8.13 7.38 0.75 9.23
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
(%)
2.07 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
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 5 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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
•Fan Efficacy Watts/CFM
•Verified HSPF
•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
1402 W 10th St - Unit 2 ADU 800 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 800 8 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 Front 291 35 90
South Wall Living Area R-15 Wall 180 Back 291 39 90
West Wall Living Area R-15 Wall 270 Right 274 21 90
East Wall Living Area R-15 Wall 90 Left 274 30 90
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 6 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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 800 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
WA-3050 Window North Wall Front 0 1 15 0.3 NFRC 0.23 NFRC Bug Screen
WA-3050 2 Window South Wall Back 180 1 15 0.3 NFRC 0.23 NFRC Bug Screen
WB-3040 Window South Wall Back 180 1 12 0.3 NFRC 0.23 NFRC Bug Screen
WB-3040 2 Window South Wall Back 180 1 12 0.3 NFRC 0.23 NFRC Bug Screen
WB-3040 3 Window West Wall Right 270 1 12 0.3 NFRC 0.23 NFRC Bug Screen
WC-3030 Window West Wall Right 270 1 9 0.3 NFRC 0.23 NFRC Bug Screen
WA-3050 3 Window East Wall Left 90 1 15 0.3 NFRC 0.23 NFRC Bug Screen
WA-3050 4 Window East Wall Left 90 1 15 0.3 NFRC 0.23 NFRC Bug Screen
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 7 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D1-3068 North Wall 20 0.5
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 800 114 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
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 8 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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)
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
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 9 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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 HSPF 9.5 24000 18000 EERSEER 15 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 Not 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
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 10 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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 0.35 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 0.35
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
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 11 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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 1200 0.14 168 1 Not a CFVCS Attic
1402 W 10th St & Unit #2 -
101117923-245/8/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1402 W 10th St - Unit 2 ADU Calculation Date/Time:2023-12-21T16:52:06+07:00 (Page 12 of 12)
Calculation Description:Title 24 Analysis Input File Name:1402 W 10th St, Unit 2 - ADU.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: 2023-12-21 01:53:16
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:
1402 W 10th St & Unit #2 -
101117923-245/8/2024
1402 W 10th St & Unit #2 -
101117923-245/8/2024