HomeMy WebLinkAbout2024 S Garnsey St & Unit #2 - Plan1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA, CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
PROJECT INFO
A0.0
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
A0.0
A1.1
A2.1
A2.2
A3.1
A3.2
A4.1
A5.1
A6.1
A7.1
GB1.1
GB1.2
S1
S2
S3
S4
T1.1
T1.2
T1.3
PROJECT INFO
EXISTING & PROPOSED SITE PLANS
EXISTING MAIN DWELLING FLOOR PLAN & ROOF
PLAN
EXISTING SFD (2024 S GARNSEY ST)
ELEVATIONS
PROPOSED SFD (2024 S. GARNSEY ST) FLOOR
PLAN & ROOF PLAN
PROPOSED SFD (2024 S GARNSEY ST)
ELEVATIONS
PROPOSED 2-CAR GARAGE (2024 S GARNSEY
ST) FLOOR PLAN & ROOF PLAN
PROPOSED ADU (2024 S GARNSEY ST UNIT 2)
FLOOR & ELECTRICAL PLANS
PROPOSED ADU (2024 S GARNSEY ST UNIT 2)
ELEVATIONS & ROOF PLAN
PROPOSED (2024 S. GARNSEY ST UNIT #2)
SECTION CUTS
GREEN BUILDING
GREEN BUILDING
WOOD FRAME PRESCRIPTIVE PROVISIONS
PRESCRIPTIVE STRUCTURAL DETAILS
WOOD FRAME PRESCRIPTIVE PROVISIONS
WOOD FRAME PRESCRIPTIVE PROVISIONS
TITLE 24
TITLE 24
TITLE 24
DEFERRED SUBMITTALS
PROJECT ADDRESS IS LOCATED OUTSIDE OF ANY DESIGNATED FLOOR ZONE
PROJECT ADDRESS IS LOCATED OUTSIDE OF ANY FIRE HAZARD AREA
PV SYSTEM
M.E.P.UNDER SEPARATE
PERMIT
A
24
A7.1
24
A4.1
24
A5.1
24
A5.1
8
SHEET INDEX
1. THE METHOD OF CLEARING AND STRIPPING SHOULD BE VERIFY BY THE CONTRACTOR.
2. ALL SURFACE VEGETATION, DEBRIS AND STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE PRIOR
TO COMMENCING SITE PREPARATION, EXCAVATION OR PLACEMENT FILL.
3. FILL FOR FLOOR SLABS AND FOUNDATION TRENCHES SHALL CONSIST OF NATIVE SOIL.
4. NATIVE SOIL PLACED FOR SLAB SUPPORT SHALL BE PLACED IN LAYERS NOT EXCEEDING 4" WHEN COMPACTED.
5. IMPORT FOR SLAB SUPPORT SHALL CONSIST OF SAND, GRAVELY SAND OR SILTY SAND AND SHALL HAVE A EXPANSION
INDEX OF LESS THAN 30.
1. ALL WORK SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE, TITLE 24 AND ALL APPLICABLE CODES,
REGULATIONS OR REQUIREMENTS OF THE CITY OR COUNTY HAVING JURISDICTION FOR THE PLACE OF THE BUILDING.
2. PERMITS SHALL BE OBTAINED FOR FENCES, POOLS, SPA OR RETAINING WALLS.
3. FINAL GRADING WORK SHALL COMPLY WITH 2019 CBC AND SHALL PROVIDE POSITIVE DRAINAGE FROM ALL PARTS OF
THE BUILDING AND SHALL NOT DRAIN ONTO ADJACENT PROPERTIES.
4. ALL SURFACES SHALL BE SLOPED TO DRAIN WATER AWAY FROM THE BUILDING.
5. AT TIME OF PERMIT ISSUANCE, THE CONTRACTOR SHALL SHOW THEIR VALID "WORKERS COMPENSATION" INSURANCE
CERTIFICATE.
6. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE INFORMATION INDICATED ON THESE PLANS.
7. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED ON THE FRONT OF ALL BUILDINGS AND SHALL BE VISIBLE AND
LEGIBLE FROM THE STREET FRONTING THE PROPERTY, SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.
1. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNA, GUY WIRES, SOLAR PANELS, RAZOR RIBBON FENCE, CABLE OR
OTHER OBSTRUCTIONS SHALL NOT PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF FIRE.
2. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS AND PIPING FOR
HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE LAMC 57.12.02.
3. THE INDOOR STORAGE OF COMBUSTIBLE MATERIALS SHALL BE REGULATED IN RELATION TO ARRANGEMENT,
LOCATION, SIZE OF AREAS, HEIGHT SEPARATIONS AND HOUSEKEEPING.
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB SITE BEFORE STARTING ANY WORK
AND BE RESPONSIBLE FOR THE SAME, THE ARCHITECT SHALL BE NOTIFY OF ANY DISCREPANCIES WHICH MAY EXIST.
CONTRACTOR SHALL NOT SCALE ANY DRAWINGS.
2. THE SPECIFICATIONS ARE OF A GENERAL NATURE AND MAY REFER TO WORK WHICH IS NOT REQUIRED. THEY ARE NOT
INTENDED TO SUPERSEDE ANY CONTRACTUAL AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR.
3. THE CONTRACTOR SHALL PROVIDE SUPERVISION TO PROPERLY EXECUTE THE PROJECT AND TO PROVIDE
ASSURANCE THE WORK IS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
4. ALL NECESSARY PERMITS SHALL BE SECURED BY THE CONTRACTOR PRIOR TO START ANY CONSTRUCTION.
A. AT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP
OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION
COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO
REDUCE THE AMOUNT OF WATER, DUST, AND DEBRIS WHICH MAY ENTER THE SYSTEM.
B. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING
SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. INSULATION PRODUCTS
WHICH ARE VISIBLE WET OR HAVE HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO
ENCLOSURE IN WALL OR FLOOR CAVITIES.
C. ALL MECHANICAL EXHAUST FANS IN ROOMS WITH A BATHTUB OR SHOWER SHALL COMPLY WITH THE FOLLOWING:
- FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMITE OUTSIDE THE BUILDING.
- FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY
RANGE OF
< 50% TO A MAXIMUM OF 80% UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM.
1. PROVIDE 72 INCH HIGH NONABSORBENT WALL ADJACENT TO SHOWER, AND APPROVED SHATTER RESISTANT
MATERIALS FOR SHOWER.
2. ONLY LOW CONSUMPTION WATER CLOSETS SHALL BE PROVIDED. "PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL
NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION."
3. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRWAYS REQUIRES 1-HOUR FIRE RESISTIVE CONSTRUCTION ON
ENCLOSED SIDE.
4. EXIT DOORWAYS SHALL BE NOT LESS THAN 36" X 6'-8" (WIDTH AND HEIGHT). PROJECTIONS INCLUDING PANIC
HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH.
5. PROVIDE 32" WIDE DOORS TO ALL ACCESSIBLE ROOMS WITHIN A DWELLING UNIT.
6. GLASS SKYLIGHTS SHALL COMPLY WITH 91.2409. PLASTIC SKYLIGHTS WITH 91.1006.12
7. PROVIDE WINDOW WELLS (WITH FIXED LADDER) FOR EGRESS WINDOWS BELOW GRADE.
8. WATER HEATER IS REQUIRED TO BE ANCHORED. "WATER HEATER MUST BE STRAPPED TO WALL."
9. PROVIDE ACCESS TO THE BOTTOM OF COURT FOR CLEANING PURPOSES.
10. COURT MORE THAN TWO STORIES IN HEIGHT SHALL BE PROVIDED WITH A HORIZONTAL AIR INTAKE WITH A MINIMUM
AREA OF 10 SQ.FT.
1. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQ. WITHIN 72" ABOVE DRAIN.
2. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT MATERIALS:
3. GLASS ENCLOSURE DOORS MUST BE LABELED CATEGORY II SWING DOOR OUTWARD.
4. NET AREA OF SHOWER RECEPTOR NOT LESS THAN 1024 " OR 30" DIA CIR 510, 511, 5406, 5407, UBC STD. T-54 & D.C. 909.
5. BATHS WITHOUT OPENABLE WINDOWS SHALL BE PROVIDED WITH VENT FAN CAPABLE OF MINIMUM 5 AIR CHANGES
PER HR.
6. TOILET COMPARTMENT MINIMUM 30" WIDE WITH 24" CIR. IN FRONT OF TOILET.
7. PROVIDE MINIMUM 12" X 12" ACCESS AT TUB TRAP EXCEPT WHERE CONCERNED FIXED CONNECTIONS ARE OF BRASS
& WITHOUT SLIP JOINTS.
8. PROVIDE MECHANICAL VENTILATION CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE OF PROVIDING FIVE A/P
CHANGES PER HOUR IN BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, AND SIMILAR ROOMS IF
REQUIRED OPENABLE WINDOWS ARE NOT PROVIDED
SITE PREPARATION
SITE NOTES
SPECIAL HAZARDS
MISCELLANEOUS
BUILDING CODE NOTES
FINISH MATERIAL POLLUTANT CONTROL
MATERIAL CONSERVATION & RESOURCE EFFICIENCY
ENVIRONMENTAL QUALITY
INTERIOR
BATH
A. ADHESIVE, SEALANTS AND CAULKS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.1 AND
COMPLY WITH THE VOC LIMITS IN TABLES 4.504.1 AND 4.504.2 AS APPLICABLE.
B. PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.2. AND COMPLY WITH
THE VOC LIMITS IN TABLE 4.504.3.
C. AEROSOL PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.3
D. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE
OF HE FOLLOWING:
I. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM OR
II. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHODS FOR THE TESTING OF VOC EMISSIONS (SPEC
01350) OR
III. NSF/ANSI 140 AT THE GOLD LEVEL OR
IV. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD
E. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND
RUG INSTITUTE GREEN LABEL PROGRAM. CARPET ADHESIVES SHALL NOT EXCEED A VOC LIMIT OF 50 G/L. (4.504.3.1,
4.504.3.2)
F. A MINIMUM OF 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE
FOLLOWING:
I. PRODUCTS CERTIFIED AS A LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE OR
II. PRODUCTS CERTIFIED UNDER UL GREEN GUARD GOLD (FORMERLY THE GREEN GUARD CHILDREN & SCHOOLS
PROGRAM), OR
III. CERTIFICATION UNDER THE RFCI FLOORSCORE PROGRAM OR
IV. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR THE TESTING OF VOC EMISSIONS
(SPEC 01350)
G. COMPOSITE WOOD PRODUCTS (HARDWOOD PLYWOOD, PARTICLE BOARD, AND MDF) INSTALLED ON THE INTERIOR OR
EXTERIOR OF HE BUILDING SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN TABLE 4.504.5. VERIFICATION OF
COMPLIANCE WITH THESE SECTIONS MUST BE PROVIDED AT HE TIME OF INSPECTION.
ANNUAL SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT
EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH
CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS.
DOOR MARKER
WINDOW MARKER
SECTION MARKER
ELEVATION MARKER
DETAIL MARKER
∙ 2022 CALIFORNIA RESIDENTIAL CODE
∙ 2022 CALIFORNIA BUILDING CODE
∙ 2022 CALIFORNIA PLUMBING CODE
∙ 2022 CALIFORNIA MECHANICAL CODE
∙ 2022 CALIFORNIA ELECTRICAL CODE
∙ 2022 CALIFORNIA ENERGY CODE. (TITLE 24)
∙ 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
∙ CITY OF SANTA ANA MUNICIPAL CODE
TRANSIT MAP
A. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR
POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, METERS,
APPURTENANCES, 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.
B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE
OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING
THE FUEL GAS PIPING. (PER ORDINANCE 170, 158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000)
SEPARATE PLUMBING PERMIT IS REQUIRED.
C. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE
DISPOSAL SYSTEM (R306.3)
D. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLES SHALL
BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4)
E. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD, AND SHOWER COMPARTMENTS
SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT
LESS THAN 6 FEET AOBVE THE FLOOR (R307.2)
F. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS
MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
G. PROVIDE 72 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT
MATERIALS FOR SHOWER ENCLOSURE. (1209.2.3 & 1209.2.4)
H. UNIT SKYLIGHTS SHALL BE LABELED BY AN LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE
APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING (RESEARCH REPORT
NOT REQUIRED). (R308.6.9)
I. WATER HEATER MUST BE STRAPPED TO WALL (SEC. 507.3, UPC)
M. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE
OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSAND
DOLLARS ($1,000). (R314.6.2)
N.A.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS
($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES
SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTIONS R315.1. CARBON MONOXIDE
ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS
OBTAINED. (R315.2)
N.B.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF
EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT
THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A
HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1)
O. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE
LOT NO: 49 # OF STORIES: 1
APN: 7030-010-049 MAX. BUILDING HEIGHT: 11'-11"
ZONING: RS-6500 PARKING REQ.: N/A
YEAR BUILT: 1984 TRACT #: 4284
PROJECT ADDRESS: 2024 S GARNSEY ST SANTA ANA, CA 92707
DESIGNER: DDB, LLC
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING 529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
OCCUPANCY: R3
CONSTRUCTION TYPE: VB NON FIRE SPRINKLED
PROJECT INFORMATION
LEGAL DESCRIPTION:
PHONE: 818.732.5494
PROPERTY AREA:
EXISTING
SINGLE FAMILY DWELLING (2024 S. GARNSEY ST):
6,625 SQ. FT.
1,225 SQ. FT.
COVERED PATIO TO BE DEMO:512 SQ. FT.
2-CAR GARAGE:365 SQ. FT.
TOTAL:2,102 SQ. FT.
PROPOSED
DETACHED ADU (2024 S. GARNSEY ST UNIT #2):529 SQ. FT.
TOTAL:529 SQ. FT.
RESULTING PROJECT
TOTAL FLOOR AREA (W/ ACCESSORY STRUCTURES):2,119 SQ. FT.
TOTAL FLOOR AREA (W/O ACCESSORY STRUCTURES):1,225 SQ. FT.
PROPOSED LOT COVERAGE W/ ADU:31.99%
LOT COVERAGE
MAX LOT COVERAGE (ADU UNDER 800 SQ FT OK TO EXCEED)35%
**
**
ARCHITECTURAL DESIGNER
DREAM DESIGN BUILDNAME
ADDRESS
PHONE
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
E-MAIL HELLO@DREAMDESIGN.BUILD
WEBSITE DREAMDESIGN.BUILD
OWNER
RAFAEL LUZNAME
SYMBOL LEGEND
APPLICABLE CODES
ADU (2024 S. GARNSEY ST UNIT #2):529 SQ. FT.
SINGLE FAMILY DWELLING (2024 S. GARNSEY ST):1,225 SQ. FT.
2-CAR GARAGE:365 SQ. FT.
ADDRESS 2024 S GARNSEY ST
SANTA ANA, CA 92707
PHONE 714.981.6659
E-MAIL ZARATECON@YAHOO.COM
VICINITY MAP
31.99% > 35%
THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS
RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE;
BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN
“SFR SF” OF THE EXISTING RESIDENCE.
PARK & REC DEVELOPMENT FEE CALCULATION
EXISTING
SINGLE FAMILY DWELLING (2024 S. GARNSEY ST):1,225 SQ. FT.
PROPOSED
DETACHED ADU (2024 S. GARNSEY ST UNIT #2):529 SQ. FT.
PARK & REC DEVELOPMENT FEE CALCULATION
529 SQ. FT. / 1,225 SQ. FT. = .43
NORTHNORTH
SITE LOCATION
SITE LOCATION
TRANSIT LOCATION
Bldg #'s 101121256 & 58
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
EXISTING & PROPOSED SITE
PLANS
A1.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
4'-0"9'-6"32'-6"2'-6"
1'-6"
30
'
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2
"
6'
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8
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3'
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39
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12
5
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0
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S G A R N S E Y S T
(E) LANDSCAPE
TO REMAIN
(E) LANDSCAPE
TO REMAIN
(E) APPROACH
(E) CONCRETE
DRIVEWAY
(E) CONCRETE
5%
5%
5%
5%5%
5%
5%
5%
5%
5%5%
5%5%
5%5%
(E) CONCRETE
5%
ADU SETBACK LINE
(E) 6' HIGH
BLOCK WALL
(E) 6' HIGH
BLOCK WALL
(E) 2' HIGH
BLOCK WALL
(E) 6' HIGH
IRON GATE
(E) 6' HIGH
IRON GATE
(N) MINI SPLIT
HEAT PUMP
(N) RECESSED
TANKLESS W.H.
(E) POWER POLE EASEMENT
(N) 200 AMP
DUAL GANG PANEL
5%
5%
5%5%5%
5%
5%
5'
-
0
"
5'
-
0
"
2024 S. GARNSEY ST
UNIT 2
2024 S GARNSEY ST
(E) SINGLE FAMILY DWELLING
1,225 sq ft
NON FIRE SPRINKLED
R3 OCCUPANCY
(E) 2-CAR GARAGE
365 sq ft
NON FIRE SPRINKLED
U OCCUPANCY
(N) ADU
529 sq ft
NON FIRE SPRINKLED
R3 OCCUPANCY
2'
-
0
"
14
'
-
0
"
33
'
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8
"
38
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25
'
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2'
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8
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9'
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12'-3"4'-0"21'-4"4'-11"6'-0"
1'-6"
2'
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0
"
14
'
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0
"
30
'
-
2
"
0'
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6
"
26
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20
'
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9'
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0
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4'-0"
4'-0"
20
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0
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4'-0"
4'-0"
12
5
.
0
0
50.00
50.00
12
5
.
0
0
S G A R N S E Y S T
(E) LANDSCAPE
TO REMAIN
(E) LANDSCAPE
TO REMAIN
(E) APPROACH
(E) CONCRETE
DRIVEWAY
ADU SETBACK LINE
(E) 6' HIGH
BLOCK WALL
(E) 6' HIGH
BLOCK WALL
(E) 2' HIGH
BLOCK WALL
(E) 6' HIGH
IRON GATE
(E) 6' HIGH
IRON GATE
(E) POWER POLE EASEMENT
(E) WALL AC
TO BE REMOVED
(E) ELECTRICAL PANEL
TO BE UPGRADED
(E) LAUNDRY TO
BE RELOCATED
(E
)
SH
E
D
84
sq
ft
TO
BE
RE
M
O
V
E
D
(E
)
SH
E
D
10
8
sq
ft
TO
BE
RE
M
O
V
E
D
DRW
5'
-
0
"
5'
-
0
"
(E) SINGLE FAMILY DWELLING
1,225 sq ft
NON FIRE SPRINKLED
R3 OCCUPANCY
(E) COVERED PATIO
597.5 sq ft
TO BE DEMO
(E) 2-CAR GARAGE
365 sq ft
NON FIRE SPRINKLED
U OCCUPANCY
PROPOSED SITE PLAN 1/8" = 1'-0"EXISTING SITE PLAN 1/8" = 1'-0"
200 AMP METER
A/C UNIT W/ 220V
DISCONNECT BOX
SYMBOL LEGEND
TANKLESS WATER HEATER
HEAT PUMP
GAS METER
DUAL GANG 200 AMP PANEL
EXISTING PROJECT
IMPROVEMENTS
6' HIGH 8" BLOCK WALL
CITY LIGHT POLE
WATER LINE
PROPERTY LINE
LINE LEGEND
EXISTING PROJECT
IMPROVEMENTS
GAS LINE
SEWER LINE
DRAIN LINE
2% MINIMUM SLOPE
IRON GATE
ROOF OVERHANG
THE APPLICANT/PROPERTY OWNER SHALL BE
RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY
EASEMENTS AND OR CLEARANCE ON SITE THAT MAY
AFFECT THE PROJECT
ADU SETBACKS
POWER LINE EASEMENT
NORTH NORTH
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
EXISTING MAIN DWELLING
FLOOR PLAN & ROOF PLAN
A2.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
WI
N
D
O
W
A.
C
.
TO
BE
RE
M
O
V
E
D
W1
A2.2
E1
A2.2
S1
A2.2
N1
A2.2
F
6'-6"
3'
-
6
"
18'-3"
(E) ELECTRICAL PANEL
TO BE UPGRADED
(E) OUTDOOR LAUNDRY
TO BE RELOCATED
BEDROOM
BEDROOM
BEDROOM
LIVING
DINING
CLOSET
CLOSET
W.I.C.
KITCHEN
COVERED PATIO TO BE DEMO
2-CAR GARAGE
BATHROOM
BATHROOM
LANDING
W.H.
DRW
3'
-
6
"
39
'
-
9
"
6'
-
8
"
17
'
-
3
"
2'
-
9
"
69
'
-
1
0
"
11'-5"16'-0"8'-7"8'-6"
16
'
-
0
"
6'
-
8
"
26
'
-
9
"
20
'
-
0
"
69
'
-
4
"
26'-3"18'-3"
44'-6"
44'-6"
OVERHANG
4" | 12" PITCH
4" | 12" PITCH
1'
-
0
"
1'
-
0
"
.2
5
"
|
12
"
PI
T
C
H
4"
|
12
"
PI
T
C
H
4"
|
12
"
PI
T
C
H
4" | 12" PITCH
4" | 12" PITCH
OVERHANG
EXISTING SFD (2024 S GARNSEY ST) GROUND FLOOR PLAN 1/4" = 1'-0"EXISTING SFD (2024 S GARNSEY ST UNIT 2) ROOF PLAN 1/4" = 1'-0"
EXISTING WALL
TO BE DEMO
SYMBOL LEGEND
EXISTING RETAINING WALL
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
EXISTING SFD (2024 S
GARNSEY ST) ELEVATIONS
A2.2
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
0"
1'-6"
9'-6"
12'-7"
14'-7"
2 1
12"
4"
MAX BUILDING
HEIGHT S.F.D.
MAX BUILDING
HEIGHT GARAGE
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
FINISH FLOOR GARAGE
0"
1'-6"
9'-6"
12'-7"
14'-7"
2 1
MAX BUILDING
HEIGHT S.F.D.
MAX BUILDING
HEIGHT GARAGE
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
FINISH FLOOR GARAGE
0"
1'-6"
9'-6"
12'-7"
14'-7"
2 13
12"
4"
MAX BUILDING
HEIGHT S.F.D.
MAX BUILDING
HEIGHT GARAGE
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
FINISH FLOOR GARAGE
0"
1'-6"
9'-6"
12'-7"
14'-7"
2 13
12"
4"
MAX BUILDING
HEIGHT S.F.D.
MAX BUILDING
HEIGHT GARAGE
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
FINISH FLOOR GARAGE
NORTH ELEVATION 1/4" = 1'-0"
EAST ELEVATION 1/4" = 1'-0"
WEST ELEVATION 1/4" = 1'-0"
SOUTH ELEVATION 1/4" = 1'-0"
KEYNOTES
1 EXISTING SHINGLE ROOF TO REMAIN
2
EXISTING EXT. STUCCO OVER WIRE FABRIC LATH
OVER 2 LAYERS TYPE "D" BUILDING PAPER OVER PLYWOOD
TO REMAIN
3 EXISTING METAL PATIO COVER TO BE DEMO
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
PROPOSED SFD (2024 S.
GARNSEY ST) FLOOR PLAN &
ROOF PLAN
A3.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
DRW
F
43
'
-
2
"
21'-4"14'-8"
36'-0"
27
'
-
2
"
16
'
-
0
"
43
'
-
2
"
16'-0"8'-7"11'-5"
36'-0"
2024 S. GARNSEY ST.
BEDROOM
BEDROOM
BEDROOM
LIVING
DINING
CLOSET
CLOSET
W.I.C.
KITCHEN
BATHROOM
BATHROOM
LANDING
W.H.
LAUNDRY
N2
A3.2
S2
A3.2
E2
A3.2
W2
A3.2(N) DUAL GANG 200 AMP
ELECTRICAL PANELOVERHANG
4"
|
12
"
PI
T
C
H
4"
|
12
"
PI
T
C
H
N2
A3.2
S2
A3.2
E2
A3.2
W2
A3.2
4" | 12" PITCH
4" | 12" PITCH
OVERHANG
PROPOSED SFD (2024 S GARNSEY ST) GROUND FLOOR PLAN 1/4" = 1'-0"PROPOSED SFD (2024 S GARNSEY ST) ROOF PLAN 1/4" = 1'-0"
EXISTING WALL
TO BE DEMO
SYMBOL LEGEND
EXISTING RETAINING WALL
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
PROPOSED SFD (2024 S
GARNSEY ST) ELEVATIONS
A3.2
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
1'-6"
9'-6"
14'-7"
2 1
MAX BUILDING
HEIGHT S.F.D.
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
1'-6"
9'-6"
14'-7"
2 1
MAX BUILDING
HEIGHT S.F.D.
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
1'-6"
9'-6"
14'-7"
2 1
MAX BUILDING
HEIGHT S.F.D.
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
1'-6"
9'-6"
14'-7"
2 1
MAX BUILDING
HEIGHT S.F.D.
CEILING HEIGHT
S.F.D.
FINISH FLOOR S.F.D.
EAST ELEVATION 1/4" = 1'-0"
SOUTH ELEVATION 1/4" = 1'-0"
NORTH ELEVATION 1/4" = 1'-0"
WEST ELEVATION 1/4" = 1'-0"
KEYNOTES
1 EXISTING SHINGLE ROOF TO REMAIN
2
EXISTING EXT. STUCCO OVER WIRE FABRIC LATH
OVER 2 LAYERS TYPE "D" BUILDING PAPER OVER PLYWOOD
TO REMAIN
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
PROPOSED 2-CAR GARAGE
(2024 S GARNSEY ST) FLOOR
PLAN & ROOF PLAN
A4.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
C3
2024 S. GARNSEY ST.
2-CAR GARAGE
AC MINI SPLIT
N3
A4.1
S3
A4.1
E3
A4.1
W3
A4.1
18'-3"
20
'
-
0
"
18'-3"
20
'
-
0
"
OVERHANG
4" | 12" PITCH
4" | 12" PITCH
1'
-
0
"
31
N3
A4.1
S3
A4.1
E3
A4.1
W3
A4.1
0"
12'-7"
2 1
MAX BUILDING
HEIGHT GARAGE
FINISH FLOOR GARAGE
0"
12'-7"
2 1
MAX BUILDING
HEIGHT GARAGE
FINISH FLOOR GARAGE
0"
12'-7"
2 1
MAX BUILDING
HEIGHT GARAGE
FINISH FLOOR GARAGE
0"
12'-7"
2 1
MAX BUILDING
HEIGHT GARAGE
FINISH FLOOR GARAGEPROPOSED 2-CAR GARAGE (2024 S GARNSEY ST) GROUND FLOOR PLAN 1/4" = 1'-0"
PROPOSED 2-CAR GARAGE (2024 S GARNSEY ST) ROOF PLAN 1/4" = 1'-0"
EAST ELEVATION 1/4" = 1'-0"
NORTH ELEVATION 1/4" = 1'-0"
SOUTH ELEVATION 1/4" = 1'-0"
WEST ELEVATION 1/4" = 1'-0"
EXISTING WALL
TO BE DEMO
SYMBOL LEGEND
EXISTING RETAINING WALL
KEYNOTES
1 EXISTING SHINGLE ROOF TO REMAIN
2
EXISTING EXT. STUCCO OVER WIRE FABRIC LATH
OVER 2 LAYERS TYPE "D" BUILDING PAPER OVER PLYWOOD
TO REMAIN
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
PROPOSED ADU (2024 S
GARNSEY ST UNIT 2) FLOOR &
ELECTRICAL PLANS
A5.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
C
E
D
2 2 1
2
BA
C3
F
W / DW / D
3'
-
0
"
3'-6"
22"x30"
ATTIC
ACCESS
SHOWER AREA:
12.5 SQ. FT.
2024 S. GARNSEY ST. UNIT 2
BATHROOM
BEDROOM
W.I.C.KITCHEN
DINING
LIVING
CMSDSD
EGRESS
DRYER DUCT
SEE DETAIL 3/A4.1
AC MINI SPLIT
AC MINI SPLIT
TEMPERED
RECESSED
TANKLESS W.H.
1
A4
.
1
N
A6.1
S
A6.1
W
A6.1
E
A6.1
A-A
A7.1
A-A
A7.1
B-B
A7.1
B-B
A7.1
4'
-
0
"
5'
-
2
"
3'
-
8
"
4'-6"3'-2"2'-7"3'-0"6'-2"3'-2"4'-1"5'-11"
11'-9"20'-9"
32'-6"
3'
-
6
"
15
'
-
0
"
18
'
-
6
"
4'
-
0
"
3'
-
2
"
7'
-
1
0
"
12
'
-
1
0
"
5'
-
8
"
18
'
-
6
"
6'-6"8'-8"17'-5"
32'-6"
2'-10"2'-2"2'-11"6'-4"3'-2"3'-7"5'-0"
1'-3"1'-6"
2'-6"
ID 1 2 3
DIMENSIONS (W x H)2'-6"×6'-8"2'-8"×6'-8"3'-0"×6'-8"
FUNCTION LAUNDRY PASSAGE ENTRY
MATERIAL HOLLOW CORE HOLLOW CORE S.C. WOOD
PANES N/A N/A DOUBLE
NOTES
QUANTITY 1 3 1
DIMENSIONS (W x H)2'-0"×2'-0"3'-0"×3'-0"3'-0"×4'-0"3'-0"×5'-0"5'-0"×2'-0"
ID A B C D E
TYPE DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG SLIDING
COATING LOW-E LOW-E LOW-E LOW-E LOW-E
PANES DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE
HEADER HEIGHT 6'-8"6'-8"6'-8"6'-8"6'-8"
SILL HEIGHT 4'-8"3'-8"2'-8"1'-8"4'-8"
TEMPERED
FIRE-RATING
SHGC
U-FACTOR
QUANTITY 1 1 2 1 1
C
E
D
2 2 1
2
BA
C3
F
W / DW / D
1
1
1
AFCI
AF
C
I
2
WP
WP
2 VS 1
AFCIAFCI
AFCI AFCI AFCIAF
C
I
AF
C
I
AF
C
I
AF
C
I
GFCI
GFCI GFCI GFCI GFCI
WP
3'
-
0
"
3'-6"
22"x30"
ATTIC
ACCESS
SHOWER AREA:
12.5 SQ. FT.
2024 S. GARNSEY ST. UNIT 2
BATHROOM
BEDROOM
W.I.C.KITCHEN
DINING
LIVING
CMSDSD
EGRESS
DRYER DUCT
SEE DETAIL 3/A4.1
AC MINI SPLIT
AC MINI SPLIT
TEMPERED
RECESSED
TANKLESS W.H.
GF
C
I
GF
C
I
GFCI
GF
C
I
1
A4
.
1
N
A6.1
S
A6.1
W
A6.1
E
A6.1
A-A
A7.1
A-A
A7.1
B-B
A7.1
B-B
A7.1
4'
-
0
"
5'
-
2
"
3'
-
8
"
4'-6"3'-2"2'-7"3'-0"6'-2"3'-2"4'-1"5'-11"
11'-9"20'-9"
32'-6"
3'
-
6
"
15
'
-
0
"
18
'
-
6
"
4'
-
0
"
3'
-
2
"
7'
-
1
0
"
12
'
-
1
0
"
5'
-
8
"
18
'
-
6
"
6'-6"8'-8"17'-5"
32'-6"
2'-10"2'-2"2'-11"6'-4"3'-2"3'-7"5'-0"
1'-3"1'-6"
2'-6"
LIVING / KITCHEN AREA
MEASURED SQ. FT.FACTOR TOTAL SQ. FT.
251 SQ. FT.0.04 10.04 SQ. FT.
AMOUNT WINDOW DIMENSIONS SUB-TOTAL
REQ. TOTAL 10.04 SQ. FT.
REQUIRED MINIMUM
2 3-0" x 4-0"12 SQ. FT.
1 4.5 SQ. FT.
PROPOSED TOTAL 16.5 SQ. FT.
3-0" x 3-0"
PROPOSED TOTAL
BEDROOM
MEASURED SQ. FT.FACTOR TOTAL SQ. FT.
132 SQ. FT.0.04 5.28 SQ. FT.
AMOUNT WINDOW DIMENSIONS SUB-TOTAL
REQ. TOTAL 5.28 SQ. FT.
REQUIRED MINIMUM
1 3-0" x 5-0"7.5 SQ. FT.
1 5 SQ. FT.
PROPOSED TOTAL 12.5 SQ. FT.
5-0" x 2-0"
PROPOSED TOTAL
LIVING / KITCHEN AREA
MEASURED SQ. FT.FACTOR TOTAL SQ. FT.
251 SQ. FT.0.08 20.08 SQ. FT.
AMOUNT WINDOW DIMENSIONS SUB-TOTAL
REQ. TOTAL 20.08 SQ. FT.
REQUIRED MINIMUM
2 3-0" x 4-0"24 SQ. FT.
1 9 SQ. FT.
PROPOSED TOTAL 33 SQ. FT.
3-0" x 3-0"
PROPOSED TOTAL
BEDROOM
MEASURED SQ. FT.FACTOR TOTAL SQ. FT.
132 SQ. FT.0.08 10.56 SQ. FT.
AMOUNT WINDOW DIMENSIONS SUB-TOTAL
REQ. TOTAL 10.56 SQ. FT.
REQUIRED MINIMUM
1 3-0" x 5-0"15 SQ. FT.
1 10 SQ. FT.
PROPOSED TOTAL 25 SQ. FT.
5-0" x 2-0"
PROPOSED TOTAL
VS
2
AFCI
GFI
WP
CL
SL
PROPOSED ADU (2024 S GARNSEY ST UNIT 2) GROUND FLOOR PLAN 1/4" = 1'-0"
WINDOW SCHEDULE DOOR SCHEDULE
PROPOSED ADU (2024 S GARNSEY ST UNIT 2) GROUND FLOOR ELECTRICAL PLAN 1/4" = 1'-0"
NATURAL VENTILATION CALCULATIONSNATURAL LIGHT CALCULATIONS
LIGHT SWITCH W/ VACANCY SENSOR
LIGHT SWITCH (# INDICATES THE NUMBER OF SWITCHES)
RECESSED SPOTLIGHT
CEILING-MOUNTED LAMP
WALL-MOUNTED SPOTLIGHTS
RECESSED VENTILATION FAN // MIN. 50 C.F.M.
SUSPENDED LIGHT FIXTURE
SYMBOL LEGEND
SDPHOTOELECTRIC SMOKE DETECTOR // HARD WIRED 110 VOLTS
INTER CONNECTED WITH BATTERY BACK-UP.
CMCARBON MONOXIDE // HARD WIRED 110 VOLTS
INTER CONNECTED WITH BATTERY BACK-UP.
GFI PROTECTED OUTLETS IN BATHROOMS & KITCHEN
(PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT TO SUPPLY BATHROOM RECEPTACLES. THE
BRANCH CIRCUIT SHALL ONLY SUPPLY OUTLETS LOCATED IN THAT ROOM. SECTION 210.11 (C) (3) 2013.)
TAMPER-RESISTANT ARC FAULT CIRCUIT INTERCEPTOR
WALL-MOUNTED OUTDOOR LAMP
GLASS:
1. TO COMPLY WITH LOS ANGELES SECURITY ORDINANCE. ANY GLASS IN
DOORS OR IN SIDELIGHT(S) WITHIN 24" OF EITHER DOOR EDGE PER 2022 CBC,
SEC. 2406.4(6) OR WITHIN 40" OF ANY LOCKING MECHANISM (PER LOS
ANGELES ORDINANCE) SHALL BE FULLY TEMPERED.
2. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED
BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING
COMPLIANCE WITH ENERGY CALCULATIONS.
U-FACTOR: .30 SHGC: .23
EXISTING WALL
NEW FRAME WALLS W/ STUDS @ 16" O.C. 5/8" DRYWALL @
INTERIOR & 7/8" STUCCO @ EXTERIOR
TO BE DEMO
NEW FRAME WALLS W/ STUDS @ 16" O.C. 5/8" DRYWALL @
INTERIOR & EXTERIOR
KITCHEN RANGE HOOD // MIN. 100 C.F.M.
EXISTING RETAINING WALL
1" MAX THRESHOLD TO LANDING BELOW
ENERGY STAR COMPLIANT & HUMIDITY CONTROLLED. VENTED TO OUTSIDE
VENTED TO OUTSIDE
GFI PROTECTED OUTLETS OUTDOORS (WEATHER PROOF)
WHOLE HOUSE FAN
A/C MINISPLIT
IAQ FAN
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
PROPOSED ADU (2024 S
GARNSEY ST UNIT 2)
ELEVATIONS & ROOF PLAN
A6.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
8"
FINISH FLOOR
8'-8"
CEILING HEIGHT
11'-9"
MAX BUILDING HEIGHT
2 134
12"
4"
8"
FINISH FLOOR
8'-8"
CEILING HEIGHT
11'-9"
MAX BUILDING HEIGHT
2 1 34
8"
FINISH FLOOR
8'-8"
CEILING HEIGHT
11'-9"
MAX BUILDING HEIGHT
2 1
8"
FINISH FLOOR
8'-8"
CEILING HEIGHT
11'-9"
MAX BUILDING HEIGHT
213
4" | 12" PITCH
2
A4
.
1
1'-0"
3'
-
0
"
3'-0"
31
5
OVERHANG
4" | 12" PITCH
4" | 12" PITCH
4"
|
12
"
PI
T
C
H
4"
|
12
"
PI
T
C
H
N
A6.1
S
A6.1
W
A6.1
E
A6.1
A-A
A7.1
A-A
A7.1
B-B
A7.1
B-B
A7.1
18"
24"
ATTIC VENTILATION CALCULATIONS
NET FREE AREA
181 SQ. IN. EACH
PROVIDED
Thermoformed Plastic-T-Louvers
SL8x8 8” x 8” 10 1/2” x 10 1/2” 17
SL12x12 12” x 12” 14 1/2” x 14 1/2” 43
SL12x18 12” x 18” 14 1/2” x 20 1/2” 65
SL14x24 14” x 24” 16 3/4” x 26 3/4” 105
SL18x24 18” x 24” 20 3/4” x 26 3/4” 141
DA1212 12” x 12” 14 1/2” x 14 5/8” 60
DA1218 12” x 18” 14 1/2” x 20 1/2” 90
DA1424 14” x 24” 16 1/2” x 26 3/8” 141
DA1824 18” x 24” 20 1/2” x 26 3/8” 181
DA2430 24” x 30” 26 1/2” x 32 1/4” 302
*These model numbers are for mill finish in aluminum construction; for white finish in aluminum construction add a
“W” to the end of the model #.
Our Best Selling Mini-Vent!
RLSC Series Circular Louvers
•Recommended for hard-to-ventilate or other restricted areas
•Just cut appropriate-sized hole and snap in place!
•One piece white high-impact plastic construction for long life
Model Size NFA
No. (Sq. In.)
RLSC1 1” 0.50
RLSC2 2” 1.50
RLSC3 3” 3.20
RLSC4 4” 5.17
Gable Louvers (Intake or Exhaust)
Gable
Louvers
•Designed for flush or recessed installation!
•One-piece integral louvered construction (SL Series only)
for exceptional strength, eliminates need for screen
• Available in thermoformed plastic or aluminum
(DA Series only)
15
Proudly Made In The U.S.A.
Opening Overall NFA
Model No.* Dimensions Dimensions (Sq. In.)
Opening Overall NFA
Model No. Dimensions Dimensions (Sq. In.)
DORMER VENT DETAIL
2'-0"8"8"WIDTH
FRONT
FLANGEFLANGE
HEIGHT
ROOF OPENING
LENGTH
SIDE
HEIGHT
TOP
DORMER VENTS
SUB BASES
BH24
STDS24-2B
INSTALLATION GUIDELINES
Before installation, ensure that the substrate is uniform and even. Do not install venting products on uneven substrate. Installation shall be made in
accordance with rec- ognized sheet metal practices. SMACNA Architectural Sheet Metal Manual 6th Edition speci cations shall be used as a guide and
basis for detail whenever applicable. Construction Metals Inc. ventilation products can be nailed or riveted using conventional hand or power tools.
Flashings shall be properly fastened to the substrate by means of wood or metal screws. When fastening dissimilar metals the use of stainless steel is
recommended. Use of neoprene washers or similar gasketing material is acceptable.
"NOTE: Recommended use of this product is for exhaust of warm dry or slightly moist air only. This product is not intended for venting or exhaust
grease or liquid."
STANDARD MATERIALS
ASTM A653/A653M - G90 hot dipped galvanized steel, 28GA and 26GA.
ASTM D9092 - mill phosphatized coating for painting.
.025 x .025 hot dipped galvanized 23GA wire bird screen.
.017 in. x 0.25 in. x 0.50 in. bird screen, copper or galvanized steel.
CODE
Conforms to Federal Spec. QQ-5775A, Type 1, Class 4 ASTM A-527.
Meets FHA codes.
PART# DESCRIPTION HEIGHT WIDTH ROUGH OPENING N.F.V.
BH24 12 x 24 Square Tail 12" 24" 12" x 9" 100 sq. in.
LPDG19 19" Low Pro le 4" 19" 19" x 10" 43 sq. in.
LPDH18 18" Low Pro le 7" 18" 18" x 10" 81 sq. in.
LPSD20 20" Low Pro le (Simpson) 2.75" 20" 19" x 10" 48 sq. in.
STDS24-2B 12 x 24 Soft Aluminum - 2 Sides 12" 24" 12" x 9" 100 sq. in.
PART# DESCRIPTION HEIGHT WIDTH ROUGH OPENING N.F.V.
3SBF1010S 18" Sub-Base - with screen n/a 16.5" 12" x 9" 110 sq. in.
STD18SJ 18" Sub-Base - no screen n/a 16.5" 10.5" x 10.5" 110 sq. in.
3SBF1414S 24" Sub-Base - with screen n/a 22.5" 14" x 14" 196 sq. in.
STD24SJ 24" Sub-Base - no screen n/a 22.5" 14" x 14" 196 sq. in.
SPECIFICATIONS
DORMER VENTS
#BH24 #LPDG19
#LPDH18 #LPSD20
#STDS24-2B
N NORTH ELEVATION 1/4" = 1'-0"
E EAST ELEVATION 1/4" = 1'-0"
S SOUTH ELEVATION 1/4" = 1'-0"
W WEST ELEVATION 1/4" = 1'-0"PROPOSED ADU (2024 S GARNSEY ST UNIT 2) ROOF PLAN 1/4" = 1'-0"
1'
-
3
1'
-
0
"
6"
6"
KEYNOTES
1
NEW ROOF: LANDMARK SOLARIS GOLD 4/12 MAX
ICC-ESR 1389 & ESR-3537 CLASS A
TO MATCH EXISTING MAIN DWELLING
2
STUCCO: NEW 7/8" EXT. STUCCO OVER WIRE FABRIC LATH
OVER 2 LAYERS TYPE "D" BUILDING PAPER OVER PLYWOOD
COLOR AND FINISH TO MATCH EXISTING MAIN DWELLING
1 HR FIRE RATED EAVE (DETAIL 2/A7.1)
3 DORMER VENT
527.52 SQ. IN.
(2) 18" x 24" GABLE VENTS = 362 SQ. IN.
REQUIRED MINIMUM
TOTAL ATTIC SPACE = 549.5 SQ. FT.
549.5 SQ.FT. x 144
150 =
(2) 12" x 24" DORMER VENTS = 200 SQ. IN.
562 SQ. IN. > 527.52 SQ. IN.
R= 1'-0"
NET FREE AREA
100 SQ. IN. EACH
ROOFING
BEAD
2 X BLK'NG
BLK'NG AS REQ'D
ROOF SHEATHING
(SEE STRUCTURAL PLANS)
UNDERLAYMENT
16 OZ. COPPER
DORMER VENT
1/4" SQUARE COPPER
INSECT SCREEN
4 DECORATIVE AWNING
5 SOLAR ZONE: 150 SQ. FT. MIN.
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
PROPOSED (2024 S. GARNSEY
ST UNIT #2) SECTION CUTS
A7.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
8"
FINISH FLOOR
8'-8"
CEILING HEIGHT
11'-9"
MAX BUILDING HEIGHT
DINING KITCHEN
R15 INSULATION (TYP.)
2x4 STUD @ 16" O.C.
(N) 7/8" EXT. STUCCO OVER WIRE FABRIC
LATH OVER 2 LAYERS TYPE "D" BUILDING
PAPER OVER PLYWOOD
12"
4"
E
S2
WEEP SCREED (MIN. 4" ABOVE GRADE)
C
S2
A
S2
(N) 2x8 CEILING JOISTS @ 16" O.C.
R-38 CEILING INSULATION
(N) 2x8 @ 16" O.C. ROOF RAFTERS
R-19 ROOF INSULATION
(N) 2x8 RIDGE
4x HEADER WHERE OCCURS
8"
FINISH FLOOR
8'-8"
CEILING HEIGHT
11'-9"
MAX BUILDING HEIGHT
DININGLIVINGBEDROOM
R15 INSULATION (TYP.)
2x4 STUD @ 16" O.C.
(N) 7/8" EXT. STUCCO OVER WIRE FABRIC
LATH OVER 2 LAYERS TYPE "D" BUILDING
PAPER OVER PLYWOOD
C
S2
A
S2
WEEP SCREED (MIN. 4" ABOVE GRADE)
(N) 2x8 CEILING JOISTS @ 16" O.C.
R-38 CEILING INSULATION
(N) 2x6 @ 16" O.C. ROOF RAFTERS
R-19 ROOF INSULATION
4x HEADER WHERE OCCURS
Technical Data Sheet
Landmark Solaris® GOLD
Landmark Solaris® PLATINUM
PRODUCT INFORMATION
Landmark Solaris Gold and Landmark Solaris Platinum’s innovative
technology produces a shingle that reflects solar energy in a traditional
color palette. All colors are rated by Cool Roof Rating Council (CRRC) for
cool roofs and meet California’s Title 24 requirements for cool steep slope
roofing. Landmark Solaris shingles are manufactured using the same high
standards as all CertainTeed roofing products and are covered by the same superior warranty protection. These
shingles are available in “Metric” dimensions – 13 1/4" x 38 3/4". This product also features CertainTeed’s
NailTrak that offers a wider nailing area.
Landmark Solaris algae-resistant (AR) shingles have the additional attribute of resisting the growth of algae
especially in damp regions. AR shingles are not available in all regions.
Colors:
Product Color
CRRC Rated Product Directory Meets
California
Title 24?
Energy
Star
Certified? Product ID
Solar Reflectance Thermal Emittance SRI
Initial Aged Initial Aged Initial Aged
Landmark Solaris®
Gold
Max Def Resawn
Shake 0668-0051 0.26 0.25 0.88 0.90 26 25 YES YES
Landmark Solaris®
Gold
Max Def
Weathered Wood 0668-0050 0.25 0.24 0.90 0.89 25 24 YES YES
Landmark Solaris®
Platinum Coastal Tan 0668-0079 0.40 0.36 0.91 0.90 45 40 YES YES
Landmark Solaris®
Platinum Santa Fe 0668-0080 0.40 0.35 0.90 0.91 45 39 YES YES
Landmark Solaris®
Platinum Sierra Buff 0668-0074 0.41 0.37 0.92 0.90 47 41 YES YES
Please refer to product brochure or CertainTeed website for the colors available in your region
Limitations: Use on roofs with slopes greater than 2" per foot. Low-slope applications (2" to 4" per foot) require
additional underlayment. In areas where icing along eaves can cause the back-up of water, apply CertainTeed
WinterGuard Waterproofing Shingle Underlayment, or its equivalent, according to application instructions
provided with the product and on the shingle package.
Product Composition: Landmark Solaris Gold/Platinum shingles are composed of a fiber glass mat base.
Ceramic-coated mineral granules with high solar reflectance are tightly embedded in carefully refined, water-
resistant asphalt. Two pieces of the shingle are firmly laminated together in special tough asphaltic cement. All
Landmark Solaris Gold/Platinum shingles have self-sealing adhesive strips.
Applicable Standards:
ASTM E108 Class A Fire Resistance CSA Standard A123.5
UL 790 Class A Fire Resistance ICC-ES ESR-1389 & ESR-3537
ASTM D3462 Miami-Dade Product Control Approved (Regional)
ASTM D3018 Type I Florida Product Approval # FL5444
ASTM D3161 Class F Wind Resistance TDI Windstorm Resistance (Regional)
ASTM D7158 Class H Wind Resistance California Title 24, Part 6 Compliant (Steep Slope)
STEP 4
BLDG. PAPER (TYP.)
NOTES:
BUILDING CODE CALLS FOR FLASHING OF ALL EXTERIOR
OPENINGS EXPOSED TO WEATHER TO MAKE THEM
WEATHER-PROOF. SINCE THE U.B.C. DOES NOT OUTLINE
PROCEDURES FOR WINDOW FLASHING, TECHNIQUES
SHOWN HERE ARE RECOMMENDED. USE SELF-ADHERING
COMPOSITE FLEXIBLE FLASHING BY USE SELF-ADHERING
COMPOSITE FLEXIBLE FLASHING BY FLASHING MATERIAL.
CAULK BACK OF WINDOW FRAMES BEFORE SETTING (USE
WINDOWS THAT ARE WATER
26 GA. G.I. FLASHING REQUIRED AS SHOWN IN OTHER
WINDOW DETAILS TO BE INSTALLED BY SHEET METAL
CONTRACTOR.
ADDITIONAL MATERIALS, i.e. METAL HEAD FLASHING,
ELASTOMERIC SHEET WATERPROOFING, ETC. MAY OCCUR
(DEPENDING ON THE SPECIFIC FINISH MATERIALS BEING
USED) - REFER TO INDIVIDUAL DETAILS FOR ADDITIONAL
INFORMATION.
LINE WIRE (WHEN USED AS BACKING TO SUPPORT
WATER-RESISTANT BUILDING PAPER OR FELT BENEATH
LATH FOR STUCCO) SHOULD BE INSTALLED ACCORDING TO
INDUSTRY STANDARDS AND PRACTICE. NO ATTACHMENT
DEVICE, NOR THE WIRE BACKING, SHOULD COVER OR
PENETRATE THE FLASHING MATERIAL. PERIPHERAL
FLASHING AT ALL EDGES OF WALL OPENING MUST COVER
WIRE BACKING.
APPLICATION OF FINISH MATERIALS OVER FLASHING
MATERIALS SHOWN SHALL BE AS SPECIFIED BY CODE
REQUIREMENTS, MANUFACTURER'S INSTRUCTIONS AND
THE BEST PRACTICES OF THE TRADE.
CUT AWAY EXCESS BLDG.
PAPER AT OPENING
STARTING FROM THE BASE OF THE WALL, APPLY BUILDING
PAPER UNDER THE SILL STRIP AND CUT ANY EXCESS
BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND
BETWEEN THE JAMBS OF THE OPENING
APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO
THE FRAME OPENING) OVER THE JAMB COMPOSITE
FLEXIBLE FLASHING MATERIAL
APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN A
'SHINGLE BOARD' FASHION UP THE WALL, LAPPING
COURSES A MINIMUM OF 6"
BLDG. PAPER
UNDER SILL STRIP
WINDOW FRAME
OR SIM. OPENING
APPLY A CONTINUOUS BEAD OF SEALANT TO THE BACK OF
THE FRAME NAILING FLANGE
PLACE AND SECURE FRAME INTO ROUGH OPENING WITH
FLANGES OVER THE INSTALLED JAMB AND SILL COMPOSITE
FLEXIBLE FLASHING MATERIAL
APPLY A CONTINUOUS BEAD OF SEALANT TO THE FRONT
FACE OF THE HEAD NAILING FLANGE
ATTACH 12" WIDE STRIP OF COMPOSITE FLEXIBLE FLASHING
MATERIAL OVER THE HEAD FLANGE - EXTEND THIS STRIP 2"
BEYOND THE OUTER EDGE OF THE JAMB COMPOSITE
FLEXIBLE FLASHING MATERIAL
HEAD FLASHING
CONT. BEAD OF SEALANT
UNDER NAILING FLANGE
WINDOW FRAME
OR SIM. OPENING
LINE OF NAILING FLANGE
STEP 3
ROUGH-IN
OPENING
STEP 2
HEADER
JAM
SILL
ATTACH JAMB STRIPS OF 12" WIDE COMPOSITE FLEXIBLE
FLASHING MATERIAL WITH INSIDE EDGE EVEN WITH THE
JAMB OF THE ROUGH OPENING
START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND
4" ABOVE LOWER EDGE OF HEADER
PROVIDE SOLID BACKING AT ALL AREAS WHERE COMPOSITE
FLEXIBLE FLASHING MATERIAL LAPPING WILL OCCUR
ATTACH SILL STRIP OF 12" WIDE COMPOSITE FLEXIBLE
FLASHING MATERIAL (LAP SILL STRIP OVER ROUGH SILL
OPENING)
EXTEND THIS STRIP AT LEAST 14" BEYOND THE EDGE OF
THE ROUGH OPENING
ATTACH COMPOSITE FLEXIBLE FLASHING MATERIAL WITH
GALVANIZED ROOFING NAILS OR CORROSION-RESISTANT
STAPLES
ROUGH-IN
OPENING
HEADER
HEADER
JAM
SILL
SILL FLASHING
STEP 1
R-15INSULATION
2X SOLID BLOCKING
1/2" PLYWOOD CDX
2X STUD @ 16" O.C.
2X8 FASCIA PER PLAN
2X R.R. PER PLAN
C.J. PER PLAN
INSULATION PER PLAN
5/8" TYPE "X"
GYPSUM BOARD
7/8" EXT. FINISH PLASTER
W/ 10/30 SAND FINISH
5%5%
PL
PR
O
P
O
S
E
D
EX
T
E
R
I
O
R
WA
L
L
8"
MI
N
.
SETBACK PER PLAN
A-A SECTION 1/4" = 1'-0"
B-B SECTION 1/4" = 1'-0"
SOFTSCAPE
RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 WOOD
STUDS 16" 0.C. WITH 6d COATED NAILS, 1⅞" LONG, 0.086" SHANK, ¼" HEADS. ½"x3"
GYPSUM WALLBOARD FILLER STRIPS ATTACHED TO PLATE AT FLOOR LINE WITH 6d NAILS.
ONE LAYER ⅝" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED
PARALLEL TO CHANNELS WITH 1" TYPE "S" DRYWALL INSULATION, 0.8 PCT. STAPLED TO
STUDS IN STUD SPACE.
OPPOSITE SIDE: ONE LAYER ⅝' TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER
BASE APPLIED AT RIGHT ANGLES TO STUDS WITH 6d NAILS 8" 0.C
ASTM E 119 OR UL 263
APPROX. WEIGHT 7 PSF
FIRE TEST: OSU T-3127. 10-4-65
SOUND TEST: RAL TL77-138, 5-5-77 // STC 50-54
NOTES:
1. (N) 5/8" EXTERIOR FINISH PLASTER W/ 10/30 SAND FINISH
2. (N) MINERAL FIBER INSULATION R19
3. (N) RESILIENT CLIP AT EACH STUD OR RESILIENT CHANNELS (ONE SIDE)
4. (E) 2x4 OR 2x6 STUDS @ 16" O.C. STRUCTURAL PLANS
5. (N) 5/8" TYPE "X" GYPSUM BOARD
WALL JACK W/ BACK DRAFT DAMPER
APPROVED CLOTHES DRYER MOISTURE EXHAUST DUCT
APPROVED 4" HARD PIPE RIGID METAL VENT
DRYER VENT DETAIL SCALE: N.T.S.3
EAVE DETAIL (1 HR.)SCALE: N.T.S.2
FLASHING DETAIL
EXTERIOR WALL DETAIL (1 HR.)SCALE: N.T.S.1
542 1 3
FOUNDATION SWALE SCALE: N.T.S.4
2024 S Garnsey St & Unit
#24/18/2025
A
S2
A
S2
A
S2
A
S2
1
L=5'-0"
1
L=9'-4"
1
L=
7
'
-
1
0
"
1
L=
4
'
-
0
"
1
L=5'-11"
1
L=6'-1"
1
L=4'-1"
1
L=
9
'
-
4
"
1
L=
4
'
-
0
"
C
S2
C
S2
C
S2
C
S2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
1
L=
5
'
-
9
"
HDU
2
HDU
2
D
S2
D
S2
4" THK. CONCRETE SLAN ON GRADE W/ #4 BARS @ 16"
O/.C. E.W. CENTERED ON TOP A 4INCH THICK BASE
OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL
BE PROVIDED FOR THE PROPOSED SLAB ON GRADE
CONSTRUCTION. 6 MIL VISQUEEN VAPOR BARRIER
OVER SHALL BE PROVIDED IN DIRECT CONTACT WITH
CONCRETE FOR THE PROPOSED SLAB ON GRADE
CONSTRUCTION
D
S2
HDU
2
D
S2
D
S2
D
S2
D
S2
D
S2
HDU
2
D
S2
1
L=7'-4"
1
L=
5
'
-
5
"
HDU
2
D
S2
F
W / D
1
L=6'-9"
1
L=4'-1"
W / D
F
NE
W
2
X
8
(
R
R
)
@
1
6
"
O
.
C
NE
W
2
X
8
(
R
R
)
@
1
6
"
O
.
C
2 X 8 RIDGE BOARD
NE
W
2
X
8
(
C
J
)
@
1
6
"
O
.
C
4 X 4 HDR #1
4 X 4 HDR #1
4 X 4 HDR #14 X 4 HDR #1
4
X
4
H
D
R
#
1
4
X
4
H
D
R
#
1
4 X 4 HDR #1
HDU
2
4 X 4 HDR #1
4
X
4
H
D
R
#
1
4 X 4 HDR #1
NE
W
2
X
8
(
R
R
)
@
1
6
"
O
.
C
NE
W
2
X
8
(
R
R
)
@
1
6
"
O
.
C
1
L=5'-0"
1
L=6'-9"
1
L=9'-4"
1
L=
7
'
-
1
0
"
1
L=
4
'
-
0
"
1
L=5'-11"
1
L=6'-1"
1
L=4'-1"
1
L=
9
'
-
4
"
1
L=
4
'
-
0
"
2 X 8 RIDGE BOARD
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
NE
W
2
X
8
(
C
J
)
@
1
6
"
O
.
C
NE
W
2
X
8
(
C
J
)
@
1
6
"
O
.
C
1
L=7'-4"
1
L=
5
'
-
5
"
NEW 2X8 (RR)
@ 16" O.C
NEW 2X8 (RR)
@ 16" O.C
2
X
8
R
I
D
G
E
B
O
A
R
D
HDU
2
HDU
2
E
S2
F
S2
G
S2
S2
H
H
S2
1
L=
5
'
-
9
"
HDU
2
HDU
2
HDU
2
4 X 4 HDR #1
1
L=4'-1"
4 X 4 HDR #1
HDU
2
HDU
2
S1
WOOD FRAME
PRESCRIPTIVE
PROVISIONS
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS, AND SPECIFICATIONS
INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY
OF DDB., LLC. THE PLANS WERE CREATED AND DEVELOPED FOR
USE ON, AND IN CONJUNCTION WITH, THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED, OR DISTRIBUTED
TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT
OF DDB., LLC.
____________________________________________________________
DATE:
____________________________________________________________
EDGAR VIDAL
PLANS PREPARED BY:
SCALE:
DATE:
DRAWN:
CHECKED:
REVISION:
REVISION:
07.24.2024
1/8" = 1' - 0"
E. VIDAL
1226 W NINTH ST
UPLAND, CA 91786
310-487-1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
2024 S GARNSEY ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
NEW DETACHED ADU 542 SQ. FT.
SCALE: 1/4" = 1'-0"
FRAMING PLAN
SCALE: 1/4" = 1'-0"
FOUNDATION PLAN
GENERAL NOTES:
1. ANCHOR BOLTS: 5/8' X1O' EMBEDMENT 7* AND AND SPACED 6'-O' O.C. WITH
3X3 X.299" PLATE WASHERS, WITH MINIMUM 2 ANCHOR BOLTS PER PIECE.
LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLTS DIAMETERS FROM EACH
END OF THE PIECE.
2. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY
SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH. AND SILLS THAT REST ON
CONCRETE OR MASONRY FOUNDATIONS. SHALL BE PRESSURE TREATED WOOD.
3.MINIMUM CONCRETE STRENGTH: 4500 PSI.
4.BEARING WALLS AND BRACED WALL PANELS REQUIRE CONTINUOUS FOOTINGS.
5. WHERE INTERIOR WALLS ARE SHEAR WALL PANELS, WALL FRAMING AND SHEATHING
SHALL EXTEND TO THE ROOF SHEATHING.
6. PROVIDE CORROSION RESISTANT WEEP SCREED BELOW THE STUCCO A MINIMUM
OF 4' ABOVE EARTH OR 2' ABOVE PAVED AREAS.
7. PROVIDE DOUBLE JOIST UNDER PARALLEL BEARING PARTITIONS.
8. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
10. FLOORING SHALL HAVE TONGUE AND GROVE OR BLOCKED PANEL EDGES.
ALL MORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS SHALL OCCUR OVER
BLOCKING EQUAL IN SIZE TO THE STUDDING.
11. STRUCTURAL WOOD SHEAR WALLS SHALL BE COVERED WITH MINIMUM TWO
LAYERS OF 154 FELT UNDERLAY PRIOR TO PLACING FINISH MATERIAL.
12. PLATE WASHERS ARE REQUIRED FOR ALL HOLD DOWN TO POST CONNECTIONS.
13. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED. A SOILS INVESTIGATION
REPORT MAY BE REQUIRED.
EXPANSIVE SOIL REQUIREMENTS:
I.1.IF SOIL IS FOUND TO BE EXPANSIVE. THE FOOTINGS MUST MEET THE
FOLLOWING MINIMUM REQUIREMENTS.
1.2.DEPTH OF FOOTING BELOW NATURAL AND FINISH GRADES SHALL NOT BE LESS
THAN 24 INCHES FOR EXTERIOR AND 18 INCHES FOR INTERIOR FOOTINGS.
1.3.EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON
CONTINUOUS FOOTINGS.
1.4.FOOTINGS SHALL BE REINFORCED WITH MINIMUM FOUR 1/2-INCH DIAMETER
DEFORMED REINFORCING BARS. TWO BARS SHALL BE PLACED 4 INCHES OF THE
BOTTOM OF THE FOOTING AND TWO BARS WITHIN 4 INCHES OF THE TOP OF
THE FOOTINGS.
1.5.THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WITH
MOISTURE TO A DEPTH OF 18 INCHES PRIOR TO PLACING THE CONCRETE.
1.6.CONCRETE SLABS ON GRADE SHALL BE PLACED ON A 4-INCH FILL OF COARSE
AGGREGATE OR ON A 2' SAND BED COVERING MOISTURE BARRIER MEMBRANE.
THE SLABS SHALL BE AT LEAST 4° THICK AND SHALL BE REINFORCED WITH #4
BARS SPACED AT INTERVALS NOT EXCEEDING I 6" EACH WAY.
FLOOR JOIST:
LIGHT DEAD LOAD:
MAX.FLOORING LOAD:
LIVE LOAD:
CEILING JOIST:
DEAD LOAD:
LIVE LOAD:
ROOF RAFTERS:
LIGHT DEAD LOAD:
MAX.ROOF LOAD:
LIVE LOAD:
FLOOR GIRDERS:
MAX FLOOR DEAD LOAD:
HEADERS:
3-8D
2-8D
16D@16" O.C.
3-16D@16 O.C.
2-16D
4-8D.TOENAIL. OR
2-1 GD. END NAIL
16D @24" O.C.
16D @ 16" O.C.
8-16D
3-8D
8D @6° O.C.
2-16D
3-8D
4-8D
3-16D
3-16D
3-8D
16D @ 24 O.C.
2-16D @
EACH BEARING
#2
UP TO 10 PSF
1.5 PSF (CARPET OR VINYL)
40 PSF
#2
5 PSF
10 PSF
#2
UP TO 15 PSF
6 PSF
20 PSF
#I
15 PSF
#I
ALL LUMBER SHALL BE STRUCTURAL GRADE DOUGLAS FIR
(COAST REGION) UNLESS OTHERWISE NOTED.
*HOLD-DOWN HARDWARE MUST BE SECURED IN
PLACE PRIOR TO FOUNDATION INSPECTION.
*HOLD- DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE 0.229-IN.X 3-IN. X 3-IN PLATE
WASHERS ON THE POST OPPOSITE THE
HOLD-DOWN, AND HOLD-DOWNS SHALL BE
TIGHTENED TO FINGER TIGHT PLUS ONE HALF
WRENCH TURN JUST PRIOR TO COVERING THE
WALL FRAMING.
NAILING SCHEDULE
JOIST TO SILL OR GIRDER. TOE NAIL:
BRIDGING TO JOIST. TOENAIL EACH END:
SOLE PLATE TO JOIST OR BLOCKING. TYICAL FACE NAIL:
SOLE PLATE TO JOIST OR BLOCKING. AT BRACED WALL PANELS:
TOP PLATE TO STUD. END NAIL:
STUD TO SOLE PLATE:
DOUBLE STUDS. FACE NAIL:
DOUBLE TOP PLATES. TYPICAL FACE NAIL
DOUBLE TOP PLATES. LAP SPLICE:
BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL:
RIM JOIST TO TOP PLATE, TOENAIL:
TOP PLATES. LAPS AND INTERSECTIONS. FACE NAIL:
CEILING JOIST TO PLATE. TOENAIL:
CONTINUOUS HEADER TO STUD. TOENAIL:
CEILING JOIST. LAPS OVER PARTITIONS. FACE NAIL:
CEILING JOIST TO PARALLEL RAFTERS. FACE NAIL:
RAFTERS TO PLATE, FACE NAIL
BUILT-UP CORNER STUDS
2* PLANKS.
SHEARWALL:1/2' STRUCT I PLY W/ 10d @ 6%6/12' O.C.
FLOOR SHEATHING:5/8 TAG PLYWD. W/10d @6%6"/12' O.C (COMMON NAILS)
ROOF SHEATHING:1/2' CDX PLY WOOD W/ 8d @66%12*
NOTES:
*FASTENERS FOR PRESERVATIVE-TREATED OR
FIRE-RETARDANT-TREATED WOOD SHALL BE
OF HOT DIPPED ZINC-COATED GALVANIZED
STEEL IN ACCORDANCE WITH ASTM A 153.
ROOF DIAPHRAGM
USE 15/32" CDX APA RATED W/ 8d COMMON NAILS @
4:4:8 OR O.S.B. EQ (TYP) P.I. 32/16
*FOUNDATION SILLS SHALL BE NATURALLY
DURABLE OR PRESERVATIVE-TREATED WOOD.
FIELD-CUT ENDS, NOTCHES, AND DRILLED
HOLES OF PRESERVATIVE-TREATED WOOD
SHALL BE FIELD-TREATED PER AWPA M4.
CONCRETE FOOTINGS:
CONCRETE TO BE TYPE V CEMENT WITH MAXIMUM
WATER CEMENT RATIO OF .45 AND MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI
BRACE WALL SCHEDULE
15/32" APA STRUCT I PLWD W/ 10d COMMON NAILS AT 6"
@ EDGES & BOUNDARY AND 12" O.C. ON FIELD
B.W.
TYPE BRACE WALL DESCRIPTION
1
# / FT.TOP PLATE
TO BLKG
SILL PLATE CONNECTION TO FLR
BELOW OR FOUNDATION
250 SIMPSON A35
@ 16" O.C.
16 I COMMON NAILS @ 4" O.C. FOR
WOOD OR 5
8" DIA X 12" A.B. @ 32"
O.C. 9" MIN INTO CONC. AND
W/ 3" X 3" X .229 PLATE WASHER
MINIMUM FOUNDATION CONSTRUCTION REQUIREMENTS:
1. DEPTH OF FOUNDATIONS BELOW THE NATURAL GRADE SHALL NOT BE LESS THAN 18INCHES.
2. CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 REINFORCING BARS, TWO #4 BARS AT
THE TOP AND TWO #4 BARS AT THE BOTTOM.
3. SLAB CONSTRUCTION SHALL BE MINIMUM 4” THICK, REINFORCED WITH #4 BARS AT 18” ON CENTER EACH WAY.
4. DOWELING OF THE NEW FOUNDATIONS AND SLABS INTO THE EXISTING FOUNDATIONS AND SLABS SHALL BE REQUIRED. DOWELS
SHALL BE A MINIMUM OF 6” INTO THE EXISTING CONCRETE AND SHALL EXTEND A MINIMUM OF 24” INTO THE NEW CONCRETE. DOWELS
SHALL BE MINIMUM #3 BARS AT 18” ON CENTER OR #4 BARS AT 24” ON CENTER.
2024 S Garnsey St & Unit
#24/18/2025
THREADED ROD W/
SIMPSON SET EPOXY
BOLTS PER MFR. SPEC
LARR #25744
(E) 2X STUDS
(N) HOLD DOWN
PER PLAN
12
"
4X POST PER
FRAMING PLAN
(N) ANCHOR BOLTS
PER S. W SCHED. W/
SIMP. SET EPOXY
(N) 2X P.T. BET STUDS
(E) SILL PLATE
(E) CONCRETE FOOTING
SPECIAL INSPECTION IS REQUIRED
HDU ANCHOR BOLT Ø MIN.
EMBED.E.D.
HDU2
HDU5
HDU11
5/8"
5/8"
5/8"
10"
10"
1' - 3"
1 3/4"
1 3/4"
1 3/4"
--
PARTITION WALL DETAIL 1
S2
PRESCRIPTIVE
STRUCTURAL DETAILS
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS, AND SPECIFICATIONS
INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY
OF DDB., LLC. THE PLANS WERE CREATED AND DEVELOPED FOR
USE ON, AND IN CONJUNCTION WITH, THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED, OR DISTRIBUTED
TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT
OF DDB., LLC.
____________________________________________________________
DATE:
____________________________________________________________
EDGAR VIDAL
PLANS PREPARED BY:
SCALE:
DATE:
DRAWN:
CHECKED:
REVISION:
REVISION:
07.24.2024
1/8" = 1' - 0"
E. VIDAL
1226 W NINTH ST
UPLAND, CA 91786
310-487-1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
2024 S GARNSEY ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
NEW DETACHED ADU 542 SQ. FT.
DRILL HOLE 1/8" DIA
LARGER THAN
DOWEL. FILL W/
EPOXY GROUT SIMP
SET "XP" (ESR2508,
LARR25744) &
INSERT DOWEL.
STEM WALL
FOOTING
B REBAR DOWELS SAME SIZE &
SPACING AS FTG REINF. (U.N.O.)
BOTTOM
BARS
EXIST SLAB
DRILL HOLE 1/8" DIA
LARGER THAN
DOWEL. FILL W/
EPOXY GROUT SIMP
SET "XP" (ESR2508,
LARR25744) &
INSERT DOWEL.
AT SLAB
EXIST FOOTING
6"
NEW FOOTING
2' MIN.TOP BARS
6"
EQUAL
EQUAL
NEW SLAB
1' MIN.
#4 REBAR DOWEL
@ 18 " O.C. U.N.O.
AT FOOTING
A
NEW SLAB CONNECTION
SHEAR TO ATTIC
NMLKJ
O P Q R S
IHGFE
A B C D
EAVESRIDGE TIES
NEW FOOTING WEEP SCREED FOOTING HOLD DOWN
INTERIOR PARTITIONINTERIOR FOOTING
2024 S Garnsey St & Unit
#24/18/2025
S3
WOOD FRAME
PRESCRIPTIVE
PROVISIONS
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS, AND SPECIFICATIONS
INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY
OF DDB., LLC. THE PLANS WERE CREATED AND DEVELOPED FOR
USE ON, AND IN CONJUNCTION WITH, THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED, OR DISTRIBUTED
TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT
OF DDB., LLC.
____________________________________________________________
DATE:
____________________________________________________________
EDGAR VIDAL
PLANS PREPARED BY:
SCALE:
DATE:
DRAWN:
CHECKED:
REVISION:
REVISION:
07.24.2024
1/8" = 1' - 0"
E. VIDAL
1226 W NINTH ST
UPLAND, CA 91786
310-487-1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
2024 S GARNSEY ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
NEW DETACHED ADU 542 SQ. FT.
2024 S Garnsey St & Unit
#24/18/2025
S4
WOOD FRAME
PRESCRIPTIVE
PROVISIONS
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS, AND SPECIFICATIONS
INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY
OF DDB., LLC. THE PLANS WERE CREATED AND DEVELOPED FOR
USE ON, AND IN CONJUNCTION WITH, THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED, OR DISTRIBUTED
TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT
OF DDB., LLC.
____________________________________________________________
DATE:
____________________________________________________________
EDGAR VIDAL
PLANS PREPARED BY:
SCALE:
DATE:
DRAWN:
CHECKED:
REVISION:
REVISION:
07.24.2024
1/8" = 1' - 0"
E. VIDAL
1226 W NINTH ST
UPLAND, CA 91786
310-487-1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
2024 S GARNSEY ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
NEW DETACHED ADU 542 SQ. FT.
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
GREEN BUILDING
GB1.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN . Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION . Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes :
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note : The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower . When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note : A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note : Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20
PSI
LAVATORY FAUCETS IN COMMON & PUBLIC
USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS . Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception : Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625 .
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest
whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging
space shall count as at least one standard automobile parking space only for the purpose of complying with any
applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2
for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready . Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable . Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of
the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.
2.The charging space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486 mm).
2.The minimum width of each EV space shall be 9 feet (2743 mm).
3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is
12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083
percent slope) in any direction.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch
circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall
originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close
proximity to the location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
raceways and related components that are planned to be installed underground, enclosed, inaccessible or in
concealed areas and spaces shall be installed at the time of original construction.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
4.106.4.2.5 Electric Vehicle Ready Space Signage .
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
GREEN BUILDING
GB1.2
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g O³/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL . Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with
this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a
recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be
sized, designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception:Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT 1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS 1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED
BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.
CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS 2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &
EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS
ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions
from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the
California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
TITLE 24
T1.1
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 1 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
GENERAL INFORMATION
01 Project Name Residential Building
02 Run Title Title 24 Analysis
03 Project Location 2024 S Garsney St #2
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92707 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)529 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)0.01 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)529.01 19 Glazing Percentage (%)13.42%
20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 529
22 Fuel Type Natural gas 23 No Dwelling Unit:No
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
0.01 529 529.01 0 1 1
ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06 07 08
Zone Name Existing Area (excl.
new addition) (ft2)
ADU Area (excl.
existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached
Zone 1 0.01 529 529.01 0 1 1 Detached
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 2 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 3 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
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 0.39 0 0.32 0 0.07
Space Cooling 0 45.55 0 32.19 0 13.36
IAQ Ventilation 0 4.76 0 4.76 0 0
Water Heating 0 51.21 0 50.83 0 0.38
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 101.91 0 88.1 0 13.81
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 10.64 0 10.64
Appl. & Cooking 0 57.93 0 57.93
Plug Loads 0 69.51 0 69.51
Outdoor Lighting 0 1.95 0 1.95
TOTAL COMPLIANCE 0 241.94 0 228.13
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 4 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 39.21 37.97 1.24 3.16
Net EUI2 39.21 37.97 1.24 3.16
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 SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Insulation below roof deck
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
•Whole house fan airflow and fan efficacy
•Minimum Airflow
•Verified EER/EER2
•Verified SEER/SEER2
•Verified Refrigerant Charge
•Fan Efficacy Watts/CFM
•Verified HSPF
•Verified heat pump rated heating capacity
•Duct leakage testing
•Pipe Insulation, All Lines
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 5 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
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
Zone 1 Conditioned HVAC System1 529 8 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
North 1 Exterior
Wall Zone 1 R-15 Wall 0 Right 148 16 90 Extension New
East Exterior Wall Zone 1 R-15 Wall 90 Front 167.2 37 90 Extension New
West Exterior Wall Zone 1 R-15 Wall 270 Back 260 13 90 Extension New
South Exterior
Wall Zone 1 R-15 Wall 180 Left 148 10 90 Extension New
North 2 Exterior
Wall Zone 1 R-15 Wall 0 Right 20 0 90 Extension New
East 2 Exterior
Wall Zone 1 R-15 Wall 180 Left 95.2 16 90 Extension New
Roof Zone 1 R-38 HP Attic n/a n/a 529 n/a n/a New
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 Zone 1 Attic RoofZone 1 Ventilated 4 0.1 0.85 No No
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 6 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
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
Window Window North 1
Exterior Wall Right 0 1 16 0.3 NFRC 0.23 NFRC Bug Screen
Window 2 Window East Exterior
Wall Front 90 1 16 0.3 NFRC 0.23 NFRC Bug Screen
Window 3 Window West Exterior
Wall Back 270 1 13 0.3 NFRC 0.23 NFRC Bug Screen
Window 4 Window South Exterior
Wall Left 180 1 10 0.3 NFRC 0.23 NFRC Bug Screen
Window 5 Window East 2 Exterior
Wall Left 180 1 16 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
Door East Exterior Wall 21 0.2
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 Zone 1 529 0.1 none 0 100%No
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
TITLE 24
T1.2
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 7 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
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 RoofZone 1 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 HP Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025
Over Ceiling Joists: R-28.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)
HERS Verified Pipe
Insulation credit DHW Heater 1 1 n/a None DHW Sys
1-hers-dhw DHW Heater 1 (1)
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 8 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas
Consumer
Instantaneo
us
1 0 UEF 0.81 Btu/Hr 200000 0 n/a n/a
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 Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC System1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 HVAC Fan 1 Air Distribution
System 1 Setback
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 9 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
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 18000 17000 EERSEER 19 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 350 Required Required Yes 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
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 10 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
HVAC DISTRIBUTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Duct Leakage
Verification
Duct Leakage
Target (%)
Verified Duct
Location
Verified Duct
Design Buried Ducts Deeply Buried
Ducts
Low-leakage Air
Handler
Low Leakage
Ducts Entirely in
Conditioned
Space
Air Distribution
System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Required 0.45
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 31 0.35 Exhaust No n/a / n/a No Yes
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-12-16T21:48:11-08:00 (Page 11 of 11)
Calculation Description:Title 24 Analysis Input File Name:2024 S Garsney St - ADU 7.7.23.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-16 21:48:42
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:
Jonathan flores
HC Designs 12/16/2024
10614 PARISE DR.
WHITTIER, CA 90604 5625525954
Edgar Vidal
Dream Design Build 12/16/2024
1226 W 9th St
Upland , CA 91786 8187325494
424-P010316925A-000-000-0000000-0000 12/16/2024 21:50 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
2024 S Garnsey St & Unit
#24/18/2025
1226 W. NINTH ST.
UPLAND, CA 91786
310.487.1613
HELLO@DREAMDESIGN.BUILD
DREAMDESIGN.BUILD
OWNER:
RAFAEL LUZ
ADDRESS:
MAIN DWELLING:
2024 S GARNSEY ST
SANTA ANA , CA 92707
NEW ADU:
2024 S GARNSET ST UNIT #2
SANTA ANA, CA 92707
SCOPE OF WORK:
A. NEW DETACHED ADU W/ AWNING
529 SQ. FT.
NEW ADDRESS: 2024 S. GARNSEY ST
UNIT #2
(1 BEDROOM / 1 BATHROOM)
SFD ADDRESS: 2024 S. GARNSEY ST
B. DEMO OF UNPERMITTED PATIO
COVER
C. REMOVAL OF UNPERMITTED SHEDS
D. RELOCATION OF SFD LAUNDRY
E. REMOVAL OF WINDOW AC UNITS
F. UPGRADE ELETRICAL PANEL
PLANS PREPARED BY:
RESTRICTIVE NOTICE:
ALL DESIGNS, IDEAS, DETAILS, PLANS &
SPECIFICATIONS INDICATED BY THE DRAWINGS ARE
THE EXCLUSIVE PROPERTY OF DDB,LLC. THE PLANS
WERE CREATED AND DEVELOPED FOR USE ON AND
IN CONJUNCTION WITH THE SPECIFIC PROJECT
DESCRIBED HEREIN. NO PART THEREOF SHALL BE
REPRODUCED, COPIED, ADAPTED, MODIFIED OR
DISTRIBUTED TO OTHERS WITHOUT PRIOR WRITTEN
AND SPECIFIC CONSENT FROM DDB, LLC.
TITLE 24
T1.3
SCALE:
DRAWN:
CHECKED:
DATE:
REVISION:
REVISION:
EDGAR VIDAL
2/4/2025
AS SHOWN
E. VIDAL
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information. (04/2022)
Building Envelope:
§ 110.6(a)1: Air Leakage.
Labeling.
§ 110.6(b): Field fabricated exterior doors and fenestration *
§ 110.7: Air Leakage.
§ 110.8(a): Insulation Certification by Manufacturers.
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified
§ 110.8(j): Radiant Barrier.
§ 150.0(a):
Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration *
Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value.
§ 150.0(c):
Wall Insulation.
framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-
*
§ 150.0(d): Raised-floor Insulation. *
§ 150.0(f):
Slab Edge Insulation.
without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from
§ 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to
§ 150.0(g)2: Vapor Retarder.
§ 150.0(q): Fenestration Products. *
Fireplaces, Decorative Gas Appliances, and Gas Log:
§ 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
§ 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)2: Combustion Intake. *
§ 150.0(e)3: Flue Damper.
Space Conditioning, Water Heating, and Plumbing System:
§ 110.0-§ 110.3: Certification. *
HVAC Efficiency.
§ 110.2(b):
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and *
§ 110.2(c): Thermostats.
*
Insulation. surface heat loss rating.
§ 110.3(c)6: Isolation Valves.
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 110.5: Pilot Lights.
(except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool
*
§ 150.0(h)1:
Building Cooling and Heating Loads.
Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation
Clearances.
§ 150.0(h)3B: Liquid Line Drier.
Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation.
§ 150.0(j)2:
Insulation Protection.
maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no
adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must
include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and
§ 150.0(n)1:
Gas or Propane Water Heating Systems.
designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and
plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no
§ 150.0(n)3:
Solar Water-heating Systems.
Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO
R&T), or by a listing agency that is approved by the executive director.
Ducts and Fans:
§ 110.8(d)3:
Ducts.
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
§ 150.0(m)1:
CMC Compliance.
Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to
R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8)
do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be
sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723.
The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building
cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in
. *
§ 150.0(m)2:
Factory-Fabricated Duct Systems.
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive
§ 150.0(m)3: Field-Fabricated Duct Systems.
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7: Backdraft Damper.
§ 150.0(m)8: Gravity Ventilation Dampers.
§ 150.0(m)9:
Protection of Insulation.
Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic
Porous Inner Core Flex Duct.
§ 150.0(m)11:
Duct System Sealing and Leakage Test.
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.1.
§ 150.0(m)12:
Air Filtration.
or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A.
Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter
racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(m)13:
Space Conditioning System Airflow Rate and Fan Efficacy.
a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must
be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air
handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal
cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with
Reference Residential Appendix RA3.3. *
Ventilation and Indoor Air Quality:
§ 150.0(o)1: Requirements for Ventilation and Indoor Air Quality
Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. *
§ 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems.
dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that
prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI
ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for
§ 150.0(o)1C:
Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses .
and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial
spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii.
Local Mechanical Exhaust.
controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or
continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per
Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems.
be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference
Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the
§ 150.0(o)2: Field Verification and Diagnostic Testing.
and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods
must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow
Pool and Spa Systems and Equipment:
§ 110.4(a):
Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not
§ 110.4(b)1: Piping.
Covers.
§ 110.4(b)3: Directional Inlets and Time Switches for Pools.
Pilot Light.
§ 150.0(p): Pool Systems and Equipment Installation. *
Lighting:
§ 110.9:
Lighting Controls and Components.
*
§ 150.0(k)1A: Luminaire Efficacy.
range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen
Screw based luminaires.
§ 150.0(k)1C: Recessed Downlight Luminaires in Ceilings.
§ 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires.
§ 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor
§ 150.0(k)1F: Lighting Integral to Exhaust Fans. *
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
Screw based luminaires.
§ 150.0(k)1H:
Light Sources in Enclosed or Recessed Luminaires.
elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
§ 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required
to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of
power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or
Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. *
§ 150.0(k)2A: Accessible Controls.
§ 150.0(k)2B: Multiple Controls.
Mandatory Requirements.
§ 150.0(k)2D:
Energy Management Control Systems.
occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified
§ 150.0(k)2E:
Automatic Shutoff Controls.
must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with
§ 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light
§ 150.0(k)2K: Independent controls.
§ 150.0(k)3A:
Residential Outdoor Lighting.
other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch
control) or an astronomical time clock. An energy management control system
§ 150.0(k)4: Internally illuminated address signs.
§ 150.0(k)5: Residential Garages for Eight or More Vehicles.
Solar Readiness:
§ 110.10(a)1:
Single-family Residences.
application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency,
§110.10(b)1A:
Minimum Solar Zone Area.
access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any
requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5
feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160
square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be
located on the roof or overhang of the building and have a total area no less than 250 square feet. *
§ 110.10(b)2: Azimuth.
§ 110.10(b)3A: Shading. *
§ 110.10(b)3B:
Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the
*
§ 110.10(b)4: Structural Design Loads on Construction Documents.
§ 110.10(c):
Interconnection Pathways.
pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family
§ 110.10(d): Documentation. provided to the occupant.
Main Electrical Service Panel.
§ 110.10(e)2: Main Electrical Service Panel.
circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.”
Electric and Energy Storage Ready:
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(s) Energy Storage System (ESS) Ready.
equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the
main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their
source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit
near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of
225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’
§ 150.0(t) Heat Pump Space Heater Ready.
unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover
identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker
§ 150.0(u) Electric Cooktop Ready.
240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as
“240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently
§ 150.0(v) Electric Clothes Dryer Ready.
dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps
the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole
*Exceptions may apply.
2024 S Garnsey St & Unit
#24/18/2025
SANTA ANA CITY COUNCIL
Valerie Amezcua
Mayor
vamezcua@santa-ana.org
Thai Viet Phan
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Benjamin Vazquez
Ward 2
bvazquez@santa-ana.org
Jessie Lopez
Ward 3
jessielopez@santa-ana.org
Phil Bacerra
Ward 4
pbacerra@santa-ana.org
Johnathan Ryan Hernandez
Ward 5
jryanhernandez@santa-ana.org
David Penaloza
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
August 23, 2024
Also sent via email to: expediting@dreamdesign.com
Zarate Family Trust
2024 South Garnsey Street
Santa Ana, CA 92707
Subject: Address Assignment for a Detached Accessory Dwelling Unit located at 2024
South Garnsey Street (APN: 015-135-12) in Santa Ana, CA
Dear Trustees,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal
addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment
for a 529-square-foot detached ADU located at 2024 South Garnsey Street (APN: 015-135-12).
Notice is hereby given that the following assigned address shall be posted onsite per the approved
address plan, attached hereto as Exhibit A.
Address to be Activated/Posted
1. 2024 South Garnsey Street, Unit 2 (Address for New ADU)
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. The address will
be verified during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me
by phone at (714) 664-2753 or by email at PRaj@santa-ana.org.
Sincerely,
Punkaj Raj
Planning Technician
Exhibit A – Address Plan
2024 S Garnsey St & Unit
#24/18/2025
Address Letter for 2024 South Garnsey Street
Page 2 of 2
c:
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Orin Williams, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing & Neighborhood Development Manager
Rudy Rosas, Principal Civil Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
2024 S Garnsey St & Unit
#24/18/2025
(N) ADU
2024 S. GARNSEY ST.
UNIT 2
(E) SINGLE-FAMILY DWELLING
2024 S. GARNSEY STREET
S. GARNSEY STREET
(E) GARAGE
EXHIBIT A:
ADDRESS PLAN
2024 S Garnsey St & Unit
#24/18/2025
KR STRUCTURAL ENGINEERING, INC
2753 Waverly Dr #403, LOS ANGELES, CALIFORNIA 90039
TEL .(818) 378-7173. kylerheepe@gmail.com
Project Address Dates
Project Name Single Family House Remodeling. Designed By KYLE Pages
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22002244 SS.. GGaarrssnneeyy SStt
SSaannttaa AAnnaa,, CCAA 9922770077
- Project No. 2022.347
SSeepptt,, 1111,, 22002222
2024 S Garnsey St & Unit
#24/18/2025
KR STRUCTURAL ENGINEERING, INC
2753 Waverly Dr #403, LOS ANGELES, CALIFORNIA 90039
TEL .(818) 378-7173. kylerheepe@gmail.com
Project Address Dates
Project Name Single Family House Remodeling. Designed By KYLE Pages
CONTENTS
1. Design Load ------------------------------------------- 1
2. Framing Design (ROOF FRAMING PLAN) ----------- 2~4
3. Lateral Analysis & Design ----------------------- 5~7
4. Wind Load & Seismic Load Compare -------------- 7
5. Diaphragm Analysis & Design ---------------------- 8
6. Shear wall Design ----------------------------------- 9
7. Foundation Design ---------------------------------- 10
2024 S Garnsey St & Unit
#24/18/2025
KR STRUCTURAL ENGINEERING,In Site add.:
2753 Waverly Dr #403
Los Angeles, CA. 90039 Engineer :
TEL (818) 378-7173 EMAIL: kylerheepe@gmail.com Job #
Gravity Loading Calculations:
psf psf
Slope Roof: Asphalt Shingle 6 Framing: 2.5
Plywood Sht'g: 2.5 Misc.Load: 1
Insulation: 1
Roof DL: 13 psf
Roof LL: 20 psf
Ceiling: Framing: 2.5 Insulation: 1
Drywall: 1.5 Misc.Load: 1
Ceiling DL: 6 psf
Ceiling LL: 10 psf
Floor: Flooring: 5 Framing: 3
Plywood Sht'g: 2.5 Misc.Load: 1.5
Drywall: 3
FLR DL: 15 psf
FLR LL: 40 psf
Exterior Walls: Stucco 10 Framing: 2
Plywood Sht'g 1.5 Misc.Load: 0.5
Drywall: 3 Insulation 1
Pwe: 18 psf
Interior Walls: Drywall Sht'g 6 Insulation 1
Framing 2 Misc. Load 1
Pwi: 10 psf
2024. S. Garsney St
Santa Ana, CA 92707
2022.347
Kyle Rhee
2024 S Garnsey St & Unit
#24/18/2025
Multiple Simple Beam
LIC# : KW-06014493, Build:20.22.8.17 KR STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2022
Project File: 2022.347.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Description :
BEAM Size :2x6, Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Douglas Fir-Larch No.2
900
900
1350
625
1600
580
180
575
31.21
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb - Tension
psi
psi Fv psi
Fb - Compr Ft psi
Fc - Prll psi
psiFc - Perp
Ebend- xx ksi Density pcf
RR-1
Applied Loads
Unif Load: D = 0.0130, Lr = 0.020 k/ft, Trib= 1.330 ft
.Design Summary
Max fb/Fb Ratio =0.446 : 1
Max Reactions (k)HEWSLLr
+D+LrLoad Comb :
Span # 1
Left Support
D
in
4.000 inft
28.30 psi
Fb : Allowable :1,248.26 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+Lr
225.00 psi
fb : Actual :
Max fv/FvRatio =0.126 : 1 0.000 ft
557.15 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max Deflections
Transient Downward 0.074 in
Transient Upward 0.000 in
Total Downward 0.122 in
Total Upward 0.000 in
0.07 0.110.07 0.11 Ratio 1296 785Ratio
LC: Lr Only LC: +D+Lr
LC:LC:
BEAM Size :2x6, Sawn, Fully Braced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Douglas Fir-Larch No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0
31.210
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb - Tension
psi
psi Fv psi
Fb - Compr Ft psi
Fc - Prll psi
psiFc - Perp
Ebend- xx ksi Density pcf
CJ-1
Applied Loads
Unif Load: D = 0.0060, L = 0.010 k/ft, Trib= 1.330 ft
.Design Summary
Max fb/Fb Ratio =0.706 : 1
Max Reactions (k)HEWSLLr
+D+LLoad Comb :
Span # 1
Left Support
D
in
7.500 inft
27.28 psi
Fb : Allowable :1,345.50 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+L
180.00 psi
fb : Actual :
Max fv/FvRatio =0.152 : 1 0.000 ft
949.69 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max Deflections
Transient Downward 0.458 in
Transient Upward 0.000 in
Total Downward 0.732 in
Total Upward 0.000 in
0.06 0.10
0.06 0.10 Ratio 393 245Ratio
LC: L Only LC: +D+L
LC:LC:
2024 S Garnsey St & Unit
#24/18/2025
Multiple Simple Beam
LIC# : KW-06014493, Build:20.22.8.17 KR STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2022
Project File: 2022.347.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
BEAM Size :4x6, Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Douglas Fir-Larch No.1
1,000.0
1,000.0
1,500.0
625.0
1,700.0
620.0
180.0
675.0
31.210
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb - Tension
psi
psi Fv psi
Fb - Compr Ft psi
Fc - Prll psi
psiFc - Perp
Ebend- xx ksi Density pcf
HDR-1
Applied Loads
Unif Load: D = 0.0180, Lr = 0.020 k/ft, Trib= 8.0 ft
.Design Summary
Max fb/Fb Ratio =0.324 : 1
Max Reactions (k)HEWSLLr
+D+LrLoad Comb :
Span # 1
Left Support
D
in
2.250 inft
42.64 psi
Fb : Allowable :1,615.83 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+Lr
225.00 psi
fb : Actual :
Max fv/FvRatio =0.190 : 1 0.000 ft
523.30 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max Deflections
Transient Downward 0.018 in
Transient Upward 0.000 in
Total Downward 0.034 in
Total Upward 0.000 in
0.32 0.36
0.32 0.36 Ratio 3001 1579Ratio
LC: Lr Only LC: +D+Lr
LC:LC:
BEAM Size :4x10, Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Douglas Fir-Larch No.1
1000
1000
1500
625
1700
620
180
675
31.21
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb - Tension
psi
psi Fv psi
Fb - Compr Ft psi
Fc - Prll psi
psiFc - Perp
Ebend- xx ksi Density pcf
CB-1
Applied Loads
Unif Load: D = 0.0180, Lr = 0.020 k/ft, Trib= 10.0 ft
.Design Summary
Max fb/Fb Ratio =0.780 : 1
Max Reactions (k)HEWSLLr
+D+LrLoad Comb :
Span # 1
Left Support
D
in
5.000 inft
74.53 psi
Fb : Allowable :1,463.66 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+Lr
225.00 psi
fb : Actual :
Max fv/FvRatio =0.331 : 1 9.233 ft
1,142.02 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max Deflections
Transient Downward 0.115 in
Transient Upward 0.000 in
Total Downward 0.219 in
Total Upward 0.000 in
0.90 1.000.90 1.00 Ratio 1040 547Ratio
LC: Lr Only LC: +D+Lr
LC:LC:
2024 S Garnsey St & Unit
#24/18/2025
Multiple Simple Beam
LIC# : KW-06014493, Build:20.22.8.17 KR STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2022
Project File: 2022.347.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
BEAM Size :2x8, Sawn, Fully Braced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Douglas Fir-Larch No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0
31.210
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb - Tension
psi
psi Fv psi
Fb - Compr Ft psi
Fc - Prll psi
psiFc - Perp
Ebend- xx ksi Density pcf
CJ-2
Applied Loads
Unif Load: D = 0.0060, L = 0.010 k/ft, Trib= 1.330 ft
.Design Summary
Max fb/Fb Ratio =0.634 : 1
Max Reactions (k)HEWSLLr
+D+LLoad Comb :
Span # 1
Left Support
D
in
9.000 inft
24.66 psi
Fb : Allowable :1,242.00 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+L
180.00 psi
fb : Actual :
Max fv/FvRatio =0.137 : 1 0.000 ft
787.03 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max Deflections
Transient Downward 0.414 in
Transient Upward 0.000 in
Total Downward 0.663 in
Total Upward 0.000 in
0.07 0.12
0.07 0.12 Ratio 521 325Ratio
LC: L Only LC: +D+L
LC:LC:
2024 S Garnsey St & Unit
#24/18/2025
KR STRUCTURAL ENGINEERING, Inc Site add.:
2753 Waverly Dr #403
Los Angeles, CA. 90039 Engineer :
TEL (818) 378-7173 EMAIL: kylerheepe@gmail.com Job #
Seismic Loading Calculations:(per ASCE 7-16)
Risk Category:Occupanc :"II" (table 1-1)
Response modification coef:R:6.5 (table 12.2-1)
Overstrength factor Ome a:3 (table 12.2-1)
Site class Site:D (CH.20 or soil eng)
Latitude Lat:33.72 (TerraServer USA)
Longitude Long:-117.88 (TerraServer USA)
Short period spec. resp. accl:Ss:1.5 (maps, USGS or soils eng)
1-second spec.resp.accl.:S1:0.6 (maps, USGS or soils eng)
Site coefficient:Fa:1.2 (table 11.4-1)
Site coefficeient:Fv:1.5 (table 11.4-2)
Max considered - short:SMS = Fa*Ss 1.8 (11.4-1)
Max considered - 1-sec:SM1 = Fv*S1 0.9 (11.4-2)
Design spectural accel- short:SDS = (2/3)SMS 1.2
Design spectural accel- 1sec:SD1 = (2/3)SM1 0.6
Height of building:H(ft):13
Structure type coefficient:Ct:0.02 x:0.75 (table 12.8-2)
Period upper limit coef:Cu = 1.4 if SD1 > 0.3 Cu:1.4
= 1.5 if .2<SD1<0.3
= 1.6 if .15<SD1<0.2
= 1.7 if SD1<0.15
Approximate period:Ta = Ct(H)^x Ta:0.136927 (section 12.8.2.1)
Building period:T = Cu*Ta T:0.191697 (section 12.8.2)
Zero period:To = .2(SD1/SDS)T0:0.1 (section 11.4.5)
Short period:Ts = (SD1/SDS)Ts:0.5
Spectural accleration:Sa = SDS(0.4+0.6T/T0) if T<T0 (section 11.4.5)
= SDS if T0<T<Ts
= (SD1/T) if Ts < T Sa:1.2
Seismic importance factor:IE = if (occupancy = "IV", 1.5,
if (occupancy = "III", 1.25, 1.0))
IE:1
Seismic response coefficient:Cs = SDS/(R/IE)CS:0.184615
CSMAX = SDS/(R/IE*T) CSMAX:0.481529
CSMIN = MAX[0.01,0.58S1/(R/IE)]CSMIN 0.046154
Cs = if(Cs<Csmin, Csmin,
if(Cs>Csmax, Csmax, Cs)Cs 0.184615
(continued)
Seismic design category :category= "D" (section 11.5 & 11.6)
Redundany factor :p= 1.3 (section 12.3.4.2)
Seismic factor :E= p*CS 0.24
E *0.7 0.168
2024. S. Garsney St
Santa Ana, CA 92707
Kyle Rhee
2022.347
2024 S Garnsey St & Unit
#24/18/2025
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2024 S Garnsey St & Unit
#24/18/2025
Lateral Analysis & Design
1) Floor & Wall Dead Load
Roof
Roof ea Length Height DL Area
(ft) (ft) (psf)ft2
Partition Wall 9
Roof 1 15 664.00
Sum 24
2) Load Distribution
2-1)Seismic Load
For Shear wall , N-S Direction
Level Height Seismic Weight Area Total weight W*H Fx
ft Factor psf ft2 lbs psf
ROOF 8.00 0.168 24.0 664.00 15936 127488 1.000 2677 4.03
Sum 0.168 24 664 15936 127488.00 1.00 2677.25 4.03
Vbase = 2677.25 lb
For Diaphragm SSD =1.2
Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx
ft psf ft2 lbs lbs lbs psf psf psf
ROOF 8.00 24.0 664.00 15936 15936 2677 3825 7649 5.76
Sum 24 664.00 15936 2677
Fp min = 0.2.SSD.IP.wpx = 0.24 wpx
Fp max = 0.4.SSD.IP.wpx = 0.48 wpx
For Shear wall , E-W Direction
Level Height Seismic Weight Area Total weight W*H Fx
ft Factor psf ft2 lbs psf
Roof 8.00 0.168 24.0 664.00 15936 127488 1.000 2677 4.03
Sum 0.168 24 664 15936 127488.00 1.00 2677.25 4.03
Vbase = 2677.25 lb
For Diaphragm SSD =1.2
Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx
ft psf ft2 lbs lbs lbs psf psf psf
ROOF 8.00 24.0 664.00 15936 15936 2677 3825 7649 5.76
Sum 24 664.00 15936 2677
Fp min = 0.2.SSD.IP.wpx = 0.24 wpx
Fp max = 0.4.SSD.IP.wpx = 0.48 wpx
2-2)Compare Load between wind & Seismic
Ww =12.26 psf
Height Length Wind Force Floor load Sum of Story Sum of Story
ft ft plf lbs Wind F. (kips)eismic F.(kips
E-W 18.00 882.72 1 Seismic
N-S 39.00 1912.56 2 Govern
REMARK
ROOF 4.00 49.04 3
Floor load
lbs
Floor load
lbs
Level
2024 S Garnsey St & Unit
#24/18/2025
3) Diaphragm Analysis & Design
ROOF
Line 1 2
Seismic for wall (psf)
Seismic for diaph (psf)
Width (ft)
Depth (ft)39.00 39.00
w(plf)
P 1257.98 1257.98
Diaph.(plf) 46.08 46.08
1.26 1.26
1.26 1.26
15/32" Plywood "CDX" 15/32" Plywood "CDX"
w/10d Common nails w/10d Common nails
@6/6/12 Unblocked. @6/6/12 Unblocked.
ROOF
Line A B B C
Seismic for wall (psf)
Seismic for diaph (psf)
Width (ft)
Depth (ft)16.00 16.00 18.50 18.50
w(plf)
P 628.99 628.99 745.92 745.92
Diaph.(plf) 56.16 56.16 57.60 57.60
0.63 0.63 0.75 0.75
0.63 0.75
15/32" Plywood "CDX" 15/32" Plywood "CDX"
w/10d Common nails w/10d Common nails
@6/6/12 Unblocked. @6/6/12 Unblocked.
N-S
4.03
16.00
157.25
5.76
V(kip)
Diaph.
E-W E-W
4.03 4.03
5.76 5.76
19.50 20.00
64.51 74.59
V(kip)
Diaph.
1.37
Page 1 of 1
2024 S Garnsey St & Unit
#24/18/2025
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2024 S Garnsey St & Unit
#24/18/2025
2024 S Garnsey St & Unit
#24/18/2025
2024 S Garnsey St & Unit
#24/18/2025
2024 S Garnsey St & Unit
#24/18/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address: Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6108
SFR
2024 S Garnsey St & Unit
#24/18/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City Official Requesting Review: City Reference #: __________________________
City / County: _____________________________________ Date: __________________________________
Contact Name: _____________________________________ E-Mail: __________________________________
Title: _____________________________________ Phone #: _________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County:
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________
Date: _________________________________
OCFA Authorization
Updated: 08/30/2021
2024 S Garnsey St & Unit
#24/18/2025