HomeMy WebLinkAbout2602 N Deodar St & Unit# 2 - PlanSIGNATURE:
CHECKED BY:
DATE:
SCALE:
JOB NO.
SHEET TITLE:
SHEET NO.
1/4'' = 12''
100
REVISIONS
discovered by the use of these plans shall be reported
PER CBC 1804.4, A MINIMUM 5% SLOPE, WITHIN 10-FT OF THE BUILDING,
SHALL BE ACHIEVED IF THE SURFACE AROUND THE FOUNDATION IS PERMEABLE
(I.E., LANDSCAPING, GRAVEL, DIRT, ETC.) AND 2% FOR IMPERMEABLE
SURFACES (I.E., CONCRETE, ASPHALT, ETC.). IF PHYSICAL OBSTRUCTIONS
OR PROPERTY LINE PROHIBIT 10-FT OF HORIZONTAL DISTANCE,
A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE
METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION.
SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF
2-PERCENT WHERE LOCATED WITHIN 10-FT OF THE BUILDING FOUNDATION
HOUSE STREET NUMBER TO BE VISIBLE AND LEGIBLE
FROM STREET (MINIMUM 4'' HIGH X 1/2'' WIDE)
EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION
OF A MAIN WIND OR SEISMIC FORCE RESISTING COMPONENT
LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL
SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE
BUILDING OFFICIAL AND THE OWNER OR THE OWNER'S
AUTHORIZED AGENT PRIOR TO THE COMMENCEMENT OF
WORK OF THE SYSTEM OR COMPONENT. THE CONTRACTOR'S
STATEMENT OF RESPONSIBILITY SHALL CONTAIN
ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL
REQUIREMENTS CONTAINED IN THE STATEMENT OF
SPECIAL INSPECTION
THE DISCHARGE OF POLLUTANTS TO ANY STORM
DRAINAGE SYSTEM IS PROHIBITED . NO SOLID WASTE
PETROLEUM BYPRODUCTS, SOIL PARTICULATE,
CONSTRUCTION WASTE MATERIALS, OR WASTEWATER
GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION
ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGE
INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM
THE PLANS IDENTIFYING THAT STRUCTURAL DESIGN AND DETAILS FULLY
CONFORM TO ALL APPROPRIATE REQUIREMENTS OF THE CALIFORNIA
RESIDENTIAL CODE. SHOULD A PORTION OR ALL OF THE STRUCTURAL
DESIGN CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA
BUILDING CODE, AS ALLOWED IN THE CRC, THE STATEMENT
SHALL CLEARLY IDENTIFY WHICH PORTIONS OF THE
STRUCTURAL DESIGN CONFORM TO THE CBC OR THAT THE
FULL STRUCTURAL DESIGN IS INCONFORMANCE WITH THE STRUCTURAL
REQUIREMENTS OF THE CALIFORNIA BUILDING CODE
EXTERIOR BUILDING MOUNTED
CONDUITS, PIPING, RACEWAYS,
EQUIPMENT OR THE LIKE SHALL
NOT BE PERMITTED
EXISTING GAS LINE
(TO BE VERIFIED)
EXISTING
WATER METER
TO BE VERIFIED
EXISTING SEWER
TO BE VERIFIED
(E) 200 AMP
PANEL
POINT OF CONNECTION
ADU REQUIRES
INDEPENDENT SEWER
CLEAN OUT. NEW
3'' CLEAN OUT
60'-0"
17'-0"
PROPOSED
EXISTING 2 CAR
GARAGE 357'.0 SQ. FT.
INTO ADU
UNIT # 2
EXISTING ONE STORY
RESIDENCE 1,800.0 SQ. FT.
44'-0"49'-0"
10'-0"
42'-0"16'-0"28'-0"21'-0"28'-0"135'-0"
EXISTING
LANDSCAPING TO
REMAIN
ENTRY
EXISTING PLANTER
EXISTING
LANDSCAPING TO
REMAIN
OLD EXISTING PATIO
ALREADY DEMO 9'X17'
EXISTING
CONCRETE
EXISTING
CONCRETE
EXISTING FENCE
60
'
-
0
'
'
P
L
135'-0'' PL
ONE GALLON SHRUBS
EXISTING
WALKWAY
EXISTING CONC.
DRIVEWAY
EXISTING 6' FT. BLOCK WALL
EXISTING 5' FT. BLOCK WALL
EX
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6
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F
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B
L
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K
W
A
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AFU
EXISTING
LATTICE PATIO TO
REMAIN (20'-6'' X 13'-0'')
266.5'.0 SQ. FT.
EX
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R
B
EXISTING WALKWAY
PROPOSED
NEW 3'' SEWER LINE
1/4'' PER FOOT SLOPE
PAVERS
EXISTING
WINDOW
REPLACED
650'.0 FT. TO PUBLIC
TRANSPORTATION
28'-0"
5'-2"
CALVO DR
FAIRHAVEN AVE
GROVEMONT ST
WALLS MAY NEED TO BE OPENED UP TO EXPOSE
CONSTRUCTION SUBJECT TO FIELD INSPECTOR’S REQUEST.
WH
5%SLOPE
5%SLOPE
5%
SLOPE
5%
SLOPE
5%
SLOPE
5%
SLOPE
5%
SLOPE
5%SLOPE
5%SLOPE
5%
SLOPE
5%
SLOPE 5%
SLOPE
5%SLOPE
5%SLOPE
5%SLOPE
5%
SLOPE
5%SLOPE
5%SLOPE
5%SLOPE
2% SLOPE
2% SLOPE
5%
SLOPE5%
SLOPE
2% SLOPE
2% SLOPE
2% SLOPE 2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SL
OPE
2% SLOPE
2% SLOPE
(E) POWER
POLE
2% SLOPE
PROPOSED NEW
3/4'' INCH PVC
WATER PIPE
FROM METER
PROPOSED NEW
200A 110V 220V
PANEL / METER
EXISTING
200A 110V 220V
PANEL / METER
CONVERT 357'.0 SF GARAGE TO AN ADU,
LEGALIZE 1 WINDOWS, (ON EXISTING MAIN HOUSE)
LEGALIZE LATTICE PATIO (266'.5 SQ. FT.)
EXISTING SINGLE FAMILY DUELING (SFD) 1,800.0 SQ. FT.
PROPOSED ADU ON EXISTING GARAGE 357.0 SQ. FT.
357'.0 SQ. FT. / 1,800.0 SQ. FT. = 0.19%
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.
EXISTING (2)
2'-6'' X4'-0'' SH /W
REPLACED BY
(1) 6'-0'' X 4'-0'' SLD/W
7'-0"
7'-0"
13'-0"
9'-6"
9'-6"
20'-6"
32'-6"
22'-7"
OLD EXISTING PATIO
ALREADY DEMO 10'X8'
37'-11"
ADU SQUARE FOOTAGE TO EXISTING SINGLE
FAMILY RESIDENCE SQUARE FOOTAGE RATIO
(ADU SF / SFD SF) 357'.0 / 1,800.0 = 0.19%
ADU SQ. FT. 357'.0 / SFR SQ. FT. 1,800'.0
357 / 1,800.0 = 0.19%
Bldg #101119325
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
3
3
FLOOR PLAN
9
37
PROPOSED NEW 2x4 EXTERIOR WALLS
PROPOSED NEW INTERIOR WALLS
DATA OUTLET
RECESSED DIRECTIONAL
SURFACE MOUNTED
"CASABLANCA" TYPE
RECESSED
WALL MOUNTED
SURFACE MOUNTED
50 CFM RECESSED EXHAUST FAN
ON BATH & LAUNDRY & 250 CFM ON KITCHEN
OR 160 CFM IF ELECTRIC
VENTED TO THE EXTERIOR
CEILING FAN
DUPLEX OUTLET
CEILING MOUNTED
FLUSH FLOOR MOUNTED
DUPLEX OUTLET GFCI
220V OUTLET
TELEPHONE OUTLET
TELEVISION OUTLET
110 VOLT SMOKE DETECTOR
(SEE "GENERAL NOTES"
FOR OTHER SPEC'S)
SPEAKER LOCATION
OUTLET (VERIFY LOC.)
THE LIGHTS SHALL BE
HIGH EFFICACY AND
CONTROLLED BY A
DIMMER/VACANCY
SENSOR/MOTION &
PHOTO CONTROL
(AS APPLICABLE) SEE PLAN
EXTERIOR
LIGHT
CARBON MONOXIDE
ALARMCMA
WHERE MORE THAN ONE SMOKE ALARM
IS REQUIRED TO BE INSTALLED IN SUCH
A MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL OF THE ALARMS.
AT LEAST ONE 20 AMP BRANCH CIRCUIT
SHALL BE PROVIDED TO SUPPLY LAUNDRY
RECEPTACLES OUTLETS. SUCH CIRCUITS
SHALL HAVE NO OTHER OUTLETS
LIGHTING IN BATHROOMS
LAUNDRY AND UTILITY
ROOMS MUST BE HIGH EFFICACY
LIGHTING AND HAVE OCCUPANCY SENSORS
NEW EXHAUST FAN
WITH A MINIMUM CAPACITY
OF 50 CFM DUCT LESS FAN
ARE UNACCEPTABLE
CARBON MONOXIDE REQUIREMENTS:
CMA
BATHTUB AND SHOWER FLOORS,
WALLS ABOVE BATHTUBS WITH
A SHOWER HEAD, AND SHOWER
COMPARTMENTS SHALL BE FINISH
WITH A NONABSORBENT SURFACE
EXTENDING TO A HEIGHT OF NOT
LESS THAN 6' FEET ABOVE THE FLOOR
THE BUILDING SHALL HAVE
WATER CLOSETS (TOILETS)
WITCH USE NO MORE THAN
1.28 GALLONS PER FLUSH.
TAMPER RESISTANT RECEPTACLES
IN ALL AREAS SPECIFIED IN SECTION 210.52, ALL
125-VOL6, 15-AND 20- AMPERE
RECEPTACLES SHALL BE LISTED
TAMPER-RESISTANT RECEPTACLES.
CARBON MONOXIDE ALARMS SHALL RECEIVE
THEIR PRIMARY POWER FROM BUILDING WIRING
SHALL BE EQUIP WITH BATTERY BACK UP
AND INTERCONNECTED
FAN
LIGHT
ANY FIXED APPLIANCE SUCH AS DISPOSAL, DISHWASHER,
CLOTHES WASHER DRYER, BUILT-IN HEATERS, OR ANY
OTHER FIXED APPLIANCE WITH 1/4 H.P. MOTOR OR
LARGER, SHALL BE ON A SEPARATE #12 AWG WIRE
BRANCH CIRCUIT. EACH DWELLING UNIT SHALL HAVE
INSTALLED THEREIN AN INDIVIDUAL DISPOSAL CIRCUIT
SUPPLIED WITH MINIMUM #12 AWG WIRE AND A 15 AMP
INDICATING-TYPE SWITCH
EXHAUST VENTS:
LOCAL VENTILATION EXHAUST IS REQUIRED IN EACH
BATHROOM, LAUNDRY/UTILITY ROOM AND KITCHENS IN
THE FOLLOWING CAPACITIES, 50 CFM IN BATHROOMS,
100 CFM IN KITCHENS, AND 50 CFM IN
LAUNDRY/UTILITY ROOMS. EXHAUST VENTS SHALL
BE SEPARATELY SWITCHED FROM THE LIGHTING.
MINIMUM SLOPE ON SEWER LINE
AND DRAINAGE PIPING IS 2%
ALL HOSE BIBS MUST BE PROTECTED
BY AN ANTI-SIPHON DEVICE
SYM.FRAMESIZE
SLD
WIxHI GLAZING HEAD HT. MIN.TYPE
B 4'-0"X3'-0''
WINDOWS SCHEDULE
TYPE
C 6'-8''
3'-0''X2'-0''
SLIDE6'-8''
1
SYM.
DOOR SCHEDULE
GLASS
1 3/8"
SIZE THK.
S.C.
FACE FRAME REMARKSCONST.
3'-0" X 6'-8"
3 1 3/8"WOOD
EXTERIOR (SOLID) OR 20 MINUTE DOORMETALTEMPERED
ON FRONT DOOR
2'-6" X 6'-8"WOOD
A VINYL
DUAL GAZED
5'-0"X4'-0''
SLD
SLD
6'-8''SLIDE
SLIDE
INTERIOR21 3/8"WOODWOOD2'-8" X 6'-8"
METAL
ELECTRIC PLAN
EXISTING / DEMO.
VS
DUAL GAZED
DUAL GAZED
DUAL GAZED
LAUNDRY DOOR SHALL HAVE LOWERED MAKE UP AIR
MIN 12'' SQ INCHES TOP AND 12'' SQ INCHES BOTTOM
OUTDOOR LIGHTING ATTACHED TO
BUILDINGS MUST BE CONTROLLED
BY A MOTION SENSOR WITH PHOTO CONTROL
OUTDOOR LIGHTING ATTACHED TO
BUILDINGS MUST BE CONTROLLED
BY A MOTION SENSOR WITH PHOTO CONTROL
DRYER EXHAUST DUCT SHALL TERMINATE NO LESS
THAN 3'-0'' FROM OPENINGS INTO THE BUILDING
THE BUILDING SHALL HAVE
WATER CLOSETS (TOILETS)
WITCH USE NO MORE THAN
1.28 GALLONS PER FLUSH.
AUTOMATIC GARAGE DOOR OPENER INSTALLED IN A
RESIDENCE MUST HAVE AN AUTOMATIC REVERSE SAFETY
DEVICE AND A BATTERY BACKUP FUNCTION THAT IS
DESIGNED TO OPERATE WHEN ACTIVATED BECAUSE OF
AN ELECTRICAL OUTAGE.
ATTIC SPACE WITH AN OPENING OF 22”X30” AND NO FIXED STAIRS, HOWEVER A PULL-DOWN
ACCESS STAIR IS ALLOWED, AND ELECTRICAL IS NOT REQUIRED. 2) THE FLOOR IS DESIGNED FOR A
LIGHT STORAGE LOAD OF 125 PSF AND FLOOR AREA IS TAKEN INTO ACCOUNT OF LATERAL DESIGN,
STAIRS ARE ALLOWED, ONLY ONE LIGHT, NO RECEPTACLES 3) THE ROOM ABOVE IS LISTED AS A
HABITABLE SPACE, SUCH AS A RECREATION ROOM OR WHATEVER THE PLANNING DEPARTMENT
WILL APPROVE, 1 HOUR FIRE SEPARATION FROM THE GARAGE BELOW, AND ELECTRICAL PLAN AND
PERMANENT HEATING SYSTEM. THIS AREA IS LIMITED TO 1/50TH OF THE PARCEL SIZE, NO
COOKING FACILITY, AND CANNOT BE USED AS A RENTAL UNIT.
4'' ROUND DUCT TO ROOF
DUPLEX OUTLET AFCI
THE ELECTRICAL TO COMPLY WITH THE 2022 CALIFORNIA ENERGY
CODE AND 2022 CEC.
ALL NEW LIGHTS MUST BE HIGH EFFICACY AND CONTROLLED BY A DIMMER OR
VACANCY SENSOR.
EXTERIOR LIGHTING MUST BE HIGH EFFICACY AND CONTROLLED BY A MOTION SENSOR
AND PHOTOCONTROL.
MOTION CENSOR
W / PHOTO CONTROL
THE 2022 CALIFORNIA ENERGY CODE INCLUDES THE FOLLOWING ELECTRIC READY MANDATORY
REQUIREMENTS. PLEASE PROVIDE THE FOLLOWING NOTES ON THE PLANS AS THE APPLICABLE
INFRASTRUCTURE MUST BE INSTALLED: (CENC 150.0)
I. IF A GAS OR PROPANE WATER HEATING SYSTEM, PROVIDE DESIGNATED SPACE
FOR FUTURE HEAT PUMP WATER HEATER AT LEAST 2.5 FEET BY
2.5 FEET AND 7 FEET TALL.
A. IF WITHIN 3 FEET OF WATER HEATER PROVIDE A 125V, 20 A CIRCUIT WITH
120/240V CONDUCTOR. RESERVE AND LABEL SINGLE
POLE BREAKER IN MAIN PANEL.
B. IF MORE THAN 3 FEET FROM WATER HEATER PROVIDE 240V, 30A CIRCUIT
FLOOR PLAN
SCALE 1/4'' = 1'
4
B
A
4
W/D
22x30
ATTIC
ACCESS
EX
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M
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EXISTING
CONCRETE DRIVEWAY
MINI SPLIT AC
WATER PROOF
MOISTER PROOF
NEW ELECTRIC
PANEL 200 AMP
110 VOLTS & 220 VOLTS
100 CFM
FAN FOR
KITCHEN
HOOD
EXISTING / DEMOLITION PLAN
1/8'' = 12''
EXISTING
DOOR TO
REMAIN
EXISTING GAR.
DOOR 16' FT.
TO BE REMOVED
& FILL
EXISTING 2x4 EXTERIOR WALLS
EXISTING 2 CAR
GARAGE
SETBACKS, MIN. 3' SIDE SETBACKS AN ENCLOSURE
MUST BE PROVIDED AS IT MAY NOT BE VISIBLE FROM
NEIGHBORING PROPERTIES OR PUBLIC RIGHT-OF-WAY.
1/4'' = 1'
SIGNATURE:
CHECKED BY:
DATE:
SCALE:
JOB NO.
SHEET TITLE:
SHEET NO.
100
REVISIONS
PER CRC SECTION R308, SAFETY GLAZING (TEMPERED
GLASS) IS REQUIRED FOR WINDOWS THAT ARE BOTH WITHIN 24”
OF DOORS AND WITHIN 60” OF THE WALKING SURFACE. ALSO
SPECIFY SAFETY GLAZING FOR DOORS AND WINDOWS WITHIN
ANY PORTION OF WALL ENCLOSING TUBS/SHOWERS, HOT TUBS,
WHIRLPOOLS, SAUNAS, AND STEAM ROOMS WHERE THE
BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60”
ABOVE A STANDING SURFACE AND DRAIN INLET.
ALL BATHROOM FANS:
THIS FAN IS TO BE USED FOR LOCAL
VENTILATION EXHAUST. MINIMUM 50
CFM FAN TESTED AT A STATIC PRESSURE
OF .25 WC AND RATED @ 3 SONES
OR LESS REQUIRED TO BE INSTALLED.
FAN MUST BE ATTACHED TO A
MINIMUM 4” DUCT AND NO LONGER
THAN 70’ OF FLEX DUCT. SUBTRACT 15’ OF
ALLOWED LENGTH FOR EACH ELBOW.
ALL KITCHEN RANGE HOODS:
THIS FAN IS TO BE USED FOR LOCAL
VENTILATION EXHAUST. MINIMUM 280
CFM FAN TESTED AT A STATIC
PRESSURE OF .25 WC AND RATED
@ 3 SONES OR LESS REQUIRED TO
BE INSTALLED. FAN MUST BE ATTACHED TO A
MINIMUM 5” SMOOTH DUCT AND
NO LONGER THAN 85’. SUBTRACT 15’ OF
ALLOWED LENGTH FOR EACH ELBOW.
NOTE ON PLANS: “ALL NEW
DOMESTIC HOT WATER PIPING SHALL BE
INSULATED PER CPC2022 SECTION 609.11.”
WHEN TWO OR MORE BUILDINGS ARE ON THE SAME
PROPERTY LINE AND THEY ARE NOT ANALYZED TO
COMPLY AS ONE BUILDING, THE BUILDING SHALL
HAVE A AN ASSUME PROPERTY LINE BETWEEN
THEM FOR DETERMINING WALL AND OPENING
PROTECTION, AND ROOF COVER REQUIREMENTS OR
TREATED AS A SINGLE BUILDING PER CBC 705.3.
ALTERNATIVELY PROVIDE FIRE RATING WALL FOR THE
NEW STRUCTURE. (SEE FIRE WALL ON PAGE 4)
ALL POWER AND LIGHTING OUTLETS IN DWELLING
UNIT KITCHENS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, LAUNDRY
AREAS, OR SIMILAR AREAS ARE TO BE
PROTECTED BY A “LISTED AFCI BREAKER”
OR OTHER MEANS AS DESCRIBED IN CEC 210.12(A).
BATHROOMS, AND BASEMENTS ARE
EXEMPT FROM THIS REQUIREMENT. [CEC 210.12(A)]
INDIVIDUAL DEDICATED CIRCUITS ARE
REQUIRED FOR ALL MAJOR APPLIANCES. THE RATING OF
AN INDIVIDUAL BRANCH CIRCUIT SHALL
NOT BE LESS THAN THE MARKED RATING OF THE
APPLIANCES OR THE MARKED RATING
OF THE APPLIANCES HAVING COMBINED LOADS AS
PROVIDED IN 422.62. [CEC 210.11(C) & 422.10(A)]
DEDICATED 20-AMP CIRCUIT FOR BATHROOM, 20-AMP
CIRCUIT FOR LAUNDRY ROOM AND A
MINIMUM OF (2) 20-AMP CIRCUIT FOR SMALL APPLIANCES
AT KITCHEN.
250 CFM FOR
GAS RANGE
AND 160 CFM
FOR ELECTRIC
RANGE
21'-0"
17'-0"
EXISTING
BEDROOM # 4EXISTING
BEDROOM # 3
EXISTING MASTER
BEDROOM # 1
W/D (E) CLOSET
(E) CLOSET(E) CLOSET
(E
)
C
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EXISTING
KITCHEN
EXISTING
LIVING ROOM EXISTING
RECREATION
ROOM
EXISTING
BEDROOM # 2
EXISTING
BATH. # 2
EXISTING
M. BATH. # 1
CM
CM
CM
CM
CM
CM
SD
SD SD
SD
SD
SD
SD
CM
SD
CM
CM
SD
CM
SD
C
WH
6'-0"
6'-0"4'-8"
2'-4"
4'-0"4'-0"6'-8"3'-4"
2'-0"
R
8'-6"4'-0"4'-0"
12'-0"9'-0"
9'-6"
5'-6"
12'-0"9'-0"
EXISTING
BEDROOM # 4EXISTING
BEDROOM # 3
EXISTING MASTER
BEDROOM # 1
W/D (E) CLOSET
(E) CLOSET(E) CLOSET
(E
)
C
L
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E
T
EXISTING
KITCHEN
EXISTING
LIVING ROOM EXISTING
RECREATION
ROOM
EXISTING
BEDROOM # 2
EXISTING
BATH. # 2
EXISTING
M. BATH. # 1
WH
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI AFCI
AFCI
GFCIGFCIGFCIGFCI
GFCI
GFCI / WP
(N) CLOSET
(N) BEDROOM -A
(N) KITCHEN -A
(N) LIVING ROOM
22x30
ATTIC
ACCESS
MOTION CENSOR
W / PHOTO CONTROL
VS
4
DS
8'-0'' CLG.
8'-4'' CLG.8'-0'' CLG.
8'-0'' CLG.
(N) BATH. A
D
E
SLD 6'-0"X4'-0''6'-8''SLIDEDUAL GAZED
(E) 2 WINDOWS
2'-6'' X 4'-0''
REPLACED BY 1
6'-0'' X 4'-0''
(SAME SIZE)
1
2
3
(E) 2 WINDOWS
2'-6'' X 4'-0''
REPLACED BY 1
6'-0'' X 4'-0''
TANK LESS
WATER HEATER
AFCI
GFCI
GFCI / WP
WALLS MAY NEED TO BE OPENED UP TO EXPOSE
CONSTRUCTION SUBJECT TO FIELD INSPECTOR’S REQUEST.
SMOKE DETECTORS ARE REQUIRED
TO BE INTERCONNECTED SUCH
THAT ACTIVATION OF ONE ALARM
WILL RESULT IN THE ACTIVATION OF
ALL ALARMS WITHIN THE DWELLING
SMOKE AND CARBON MONOXIDE
DETECTORS ARE REQUIRED TO BE
HARD WIRED WITH BATTERY BACKUP
(CRC R314.6 AND R315.6).
30'' R.
1'-4"1'-4"
2'-6"
3'-0"
MIN. 36'' SQ.
CONCRETE
LANDING W/
MAX. 1 1/2'' STEP
DS
GFCI / WP
BATHROOM FAN IS REQUIRED TO BE CONTROLLED
BY A SEPARATE SWITCH FROM THE LIGHT.
LOCATION OF THE 26 CFM INDOOR AIR QUALITY (IAQ) FAN
VINYL
DUAL GAZEDVINYL
DUAL GAZEDVINYL
DUAL GAZED
TEMPERED
6'-8''5'-0"X4'-0''SLD SLIDEDUAL GAZEDVINYL
DUAL GAZED
E
E
F SLD 3'-0"X1'-0''6'-8''SLIDEDUAL GAZEDVINYL
DUAL GAZED
F
G SLD 3-0'' X 4'-0''6'-8''SHDUAL GAZEDVINYL
DUAL GAZED
PROPOSED
PROPOSED
PROPOSED
PROPOSED
EXISTING
EXISTING
EXISTING
G
EXISTING
EXISTING 5
WOOD WOOD TEMPERED DOOR
TEMPERED DOORMETALMETAL
1 3/8"6'-0'' X 6'-8" F
1 3/8"5'-0'' X 6'-8'' SLD / D SLIDE
INTERIOR
FRENCH EXTERIOR DOOR
4
5
PROPOSED
PROPOSED
PROPOSED
H SLD 1'-8" X 5'-0''6'-8''SHDUAL GAZEDVINYL
DUAL GAZED
H H
TEMPERED GLASS
G
4
PATIO WASH
DEMOLISH ALREADY
(SEE PICTURE) 153'.0 S.F.
AS BUILD
9'-0"
17'-0"
10'-0"
PATIO WASH
DEMOLISH ALREADY
(SEE PICTURE) 80'.0 S. F.
SEE SITE PLAN
FOR SETBACKS
W
4
SIGNATURE:
CHECKED BY:
DATE:
SCALE:
JOB NO.
SHEET TITLE:
SHEET NO.
1/4'' = 12''
100
REVISIONS
37
OPENINGS SHALL HAVE CORROSION
RESISTANT WIRE MESH OR OTHER
APPROVED MATERIAL WITH 1/16'' INCH
MINIMUM AND 1/4'' MAXIMUM OPENING.
A MINIMUM OF 1'' INCH AIR SPACE SHALL
BE PROVIDED BETWEEN INSULATION AND
ROOF SHEATHING.
INVENTED ATTIC ASSEMBLIES SHALL MEET
MEET THE CODES
36'' INCH CONC.
LANDING
EXISTING ELECTRIC
PANEL 200 AMP
110 VOLTS & 220 VOLTS
2"LAP MIN.
PROVIDE WEEP SCREED
FOR STUCCO AT OR BELOW
THE FOUNDATION PLATE
LINE A MINIMUM OF 4'' ABOVE
THE EARTH OR 2'' ABOVE PAVE AREAS
EXISTING GARAGE
DOOR TO BE REMOVED
EXISTING SLAB
8'-4'' CLG
EXISTING ROOF
SHINGLES (N0 CHANGES)
R-15 INS.
R-15 INS.
EXISTING
STUCCO
TO REMAIN
R-30 INS.
1HR FIRE (EXTERIOR)
RATED WALL & ROOF EAVE
PROPRIETARY GYPSUM BOARD
UNITED STATES GYPSUM COMPANY.......5/8'' SHEET ROCK BRAND FIRE CODE C
CORE GYPSUM PANELS
APPROX. CEILING WEIGHT: 2 PSF
FIRE TEST: UL R3453-7, 5-1-70:
UL DESIGN L516
SOUND TEST: KAL L 224-28-65, 3-30-65
ICC &TEST: (74 C & P)
(74 C & P)
KAL L 24-27-65, 3-30-65
ONE LAYER 5/8'' PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE
APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS 24'' O.C. WITH 1'' TYPE S DRYWALL
SCREWS 12'' O.C. GYPSUM BOARD AND JOIST LOCATED MIDWAY BETWEEN CONTINUOS
CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF CHANNEL 54' LONG WITH SCREWS AT
12'' O.C. RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOIST 16'' O.C.
WITH 1-1/4' TYPE W DRYWALL SCREWS. WOOD JOISTS 16'' O.C.
PLYWOOD WITH EXTERIOR GLUE SUB FLOOR AND 1-5/8'' PERLITE-SAND CONCRETE REINFORCED
WITH NO. 19 SWG GALVANIZED HEXAGONAL WIRE MESH. 3'' GLASS FIBER INSULATION
0.90 PCF IN JOIST SPACE STAPLED TO SUB FLOOR.
WOOD JOIST, GYPSUM WALLBOARD, RESILINT CHANNELS, GLASS
FIBER INSULATION
OR SIMILAR APPROVED
BY THE CITY
8'-0"
21'-0"
8'-0"
4'-0"
12'-0"
4'-0"
8'-0"
4'-0"
12'-0"
15'-6"
17'-0"
21'-0"
17'-0"
0'-8"0'-8"
0'-8"
0'-8"
0'-8"
R-15 INS.
R-30 INS.
EXISTING ROOF
SHINGLES (N0 CHANGES)
EXISTING ROOF
SHINGLES (N0 CHANGES)
EXISTING ROOF
SHINGLES (N0 CHANGES)
EXISTING ROOF
SHINGLES (N0 CHANGES)
0'-8"
(N) BEDROOM -A
(N) KITCHEN -A
(N) LIVING ROOM-A
(N) LIVING ROOM-A
21'-0"
EXISTING
GARAGE DOOR
TO BE REMOVED
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
EXISTING
(NO CHANGES)
(N) 2X10 C.J. 16'' OC.
(N) 2X10 C.J. 16'' OC.
(E) 2 WINDOWS
REPLACED BY 1
EAVES LESS THAN 5'-0''
FROM PROPERTY LINE
(N) HEAT PUMP
MINI SPLIT AC.
S
(N) TANK LESS
WATER
HEATER
(N)
(N)
(N)(N)
(N)
(N)
5'-2"
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)(E)
R-15 INS.
VENT
VENT
VENT
VENT
WALLS MAY NEED TO BE OPENED UP TO EXPOSE
CONSTRUCTION SUBJECT TO FIELD INSPECTOR’S REQUEST.
4'-0"
8'-6"
1 1/2'' STEP
MAX.
(1/300 RATIO EXCEPTION)
REQUIRES THAT THE NET OPENING AREA
BE EVENLY DIVIDED BETWEEN VENTILATORS
MOUNTED AT LEAST THREE FEET ABOVE THE EAVES VENTS .
8'-4'' CLG
8'-4'' CLG 8'-4'' CLG
8'-4"
8'-4"
8'-4"
3'-6"44'' MAX.
NEW ELECTRIC
PANEL 200 AMP
110 VOLTS & 220 VOLTS
44'' MAX.2'-8"
EXISTING (2) WINDOWS 2'-6''X4'-0'' SH/W
REPLACED BY (1) WINDOW 6'-0'' X 4'-0'' SLD/W
(E) CONC. SLAB
1 HOUR FIRE
TWO LAYER 5/8'' TYPE ''X''
GYPSUM WALLBOARD
(ONE INSIDE ONE OUTSIDE)
FROM FLOOR TO ROOF
OR GYPSUM VENEER
BASE APPLIED PARALLEL
OR AT RIGHT ANGLES
TO EACH SIDE OF 2X4
WOOD STUDS 16'' O.C.
WITH 1/14'' TYPE ''W''
DRYWALL SCREWS 12'' O.C.
JOINTS STAGGERED 16'' O.C.
ON OPPOSITE SIDES
EXISTING
RESIDENCE
PROPOSED ADU ON (E)
GARAGE
(E) RIDGE(E) R.R.
(E) C.J.
35 TO 39 STC
SOUND
INSULATION
THICKNESS:
APPROX. WEIGHT:
FIRE TEST:
SOUND TEST:
4 3/4''
7 PSF
SWRI 01-4511-619(1), 3-94
WP 3520
(G&H NG-246FT, 7-2-65)
TOP VIEW
ONE LAYER 5/8'' TYPE ''X''
GYPSUM WALLBOARD
FROM FLOOR TO ROOF
OR GYPSUM VENEER
BASE APPLIED PARALLEL
OR AT RIGHT ANGLES
TO EACH SIDE OF 2X4
WOOD STUDS 16'' O.C.
WITH 1/14'' TYPE ''W''
DRYWALL SCREWS 12'' O.C.
JOINTS STAGGERED 16'' O.C.
ON OPPOSITE SIDES
(SEE DETAIL ''G'' / -
G
MIN. 3 1/2''
FLANGE
WEEP SCREED DET.
TYPE ''X''
5/8'' G.B.
TYPE ''X''
5/8'' G.B.
1/4'' = 1'
SIGNATURE:
CHECKED BY:
DATE:
SCALE:
JOB NO.
SHEET TITLE:
SHEET NO.
100
REVISIONS
2X STUD @16"
O.C. (TYP)
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
NEW
NEW
EXISTING
MAXIMUM HEIGHT OF STEM WALLS.
STEM WALLS WITH POUR JOINTS
SHALL BE PROVIDED WITH #4
VERTICAL REBAR AT 48” MAXIMUM
SPACING PER CRC SECTION R403.1.3.1.
SLOPE
EXISTING
ROOF SHINGLES
(NO CHANGES)
(E
)
4
x
1
2
B
E
A
M
TO
R
E
M
A
I
N
TO MATCH (E)
EXISTING 2x4 16'' OC. EXTERIOR WALLS
PROPOSED NEW 2X4 16'' OC. INTERIOR WALLS
PROPOSED NEW 2X4 16'' OC. EXTERIOR WALLS (FILL)
4x
6
H
D
R
(1/300 RATIO EXCEPTION)
REQUIRES THAT THE NET OPENING AREA
BE EVENLY DIVIDED BETWEEN VENTILATORS
MOUNTED AT LEAST THREE FEET ABOVE THE
EAVES VENTS .
50% TOP VENTS
& 50% BOTTOM
O'HAGIN
VENT
EXISTING 2X8 RIDGE TO REMAIN
4X4 PO
ST
WIT
H
H
D
4
& EPOXY
2
L=4'-0''
2
3 TYP.
IF NO MINIMUM EXISTING
FOOTING 12"X12" FOOTING
SIZE, WITH (2) #4 T&B
FIELD VERIFY.
USE THIS DETAIL FOR
WHEN THERE IS NO FOOTING
MIN. 12"X12"
FOOTING, FIELD VERIFY.
USE THIS TYPE OF SHEAR WALL
1 HOUR FIRE
EAVE
EXISTING
BEDROOM # 4EXISTING
BEDROOM # 3
EXISTING MASTER
BEDROOM # 1
W/D (E) CLOSET
(E) CLOSET(E) CLOSET
(E
)
C
L
O
S
E
T
EXISTING
KITCHEN
EXISTING
LIVING ROOM EXISTING
RECREATION
ROOM
EXISTING
BEDROOM # 2
EXISTING
BATH. # 2
EXISTING
M. BATH. # 1
CM
CM
CM
CM
CM
CM
SD
SD SD
SD
SD
SD
SD
CM
SD
CM
CM
SD
CM
SD WH
6'-0"
6'-0"
4'-0"4'-0"
8'-6"4'-0"PROVIDE NEW CONCRETE CURB AT IN FILL WALLS, AT OLD
GARAGE DOOR LOCATION TO GET WEEP SCREED AND SILL
PLATE CODE COMPLIANT, PER CRC 703.7.2.1. PROVIDE METHOD
FOR NEW CURB ATTACHMENT TO EXISTING CONCRETE SLAB
WEEP SCREED TO BE INSTALLED 1'' BELOW SILL
EXISTING
BEDROOM # 3
EXISTING MASTER
BEDROOM # 1
(E) CLOSET(E) CLOSET
(E
)
C
L
O
S
E
T
EXISTING
KITCHEN
EXISTING
BEDROOM # 2
EXISTING
BATH. # 2
EXISTING
M. BATH. # 1
4X4
P
OST
WIT
H H
D
4
& EP
O
XY
4X4 PO
S
T
WITH H
D
4
& EP
O
X
Y
EXISTING
ROOF SHINGLES
(NO CHANGES)
EXISTING
ROOF SHINGLES
(NO CHANGES)
4x
6
H
D
R
4x6 HDR 4x6 HDR
4x6 HDR4x6 HDR
1 HOUR FIRE
(SEE ''G'' SHEET # 4)
2
L=
6
'
-
0
'
'
EXISTING RAISED
WOOD FLOOR TO
REMAIN NO CHANGES
L=
6
'
-
0
'
'
2
L=4'-0''2
L=4'-0''
2
L=8'-6''
6'-10"
2
L=6'-10''
MST48 STRAP
4X4
P
O
ST
WITH H
D
4
& EP
O
X
Y
4X4
P
O
S
T
WIT
H
H
D
4
& EPOXY
4X4
P
OST
WIT
H H
D
4
& EPOXY
4X4
P
OST
WIT
H
H
D
4
& EP
O
XY
4X4
P
OST
WITH
H
D
4
& EP
OXY
4X4 PO
S
T
WIT
H H
D
4
& EP
O
XY
4X4
P
O
S
T
WITH H
D
4
& EPOXY
4X4
P
OST
WIT
H
H
D
4
& EP
O
XY
4X4
P
OST
WIT
H H
D
4
& EP
O
XY
4X4
P
O
S
T
WIT
H
HD4
& EP
OXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
4X4 POST
WITH HD4
& EPOXY
LEVEL SLAB WITH
TILE GROUT TYP.
(N) ALL TREAD A.B. 32'' OC.
WITH EPOXY 7'' ENBEDMENT
(N
)
A
L
L
T
R
E
A
D
A
.
B
.
3
2
'
'
O
C
.
WI
T
H
E
P
O
X
Y
7
'
'
E
N
B
E
D
M
E
N
T
(N
)
A
L
L
T
R
E
A
D
A
.
B
.
3
2
'
'
O
C
.
WI
T
H
E
P
O
X
Y
7
'
'
E
N
B
E
D
M
E
N
T
2
L=
1
7
'
-
0
'
'
17'-0"
O'HAGIN
VENT
O'HAGIN
VENT
O'HAGIN
VENT
WALLS MAY NEED TO BE OPENED UP TO EXPOSE
CONSTRUCTION SUBJECT TO FIELD INSPECTOR’S REQUEST.
LEVEL LANDING IS REQUIRED
FOR ALL EXTERIOR DOORS
(CRC R311.3). LANDING
AT EXTERIOR OF ENTRY.
1 1/2'' STEP
MAX.
1 11-05-24
SMOKE DETECTORS ARE REQUIRED TO BE INTERCONNECTED
SUCH THAT ACTIVATION OF ONE ALARM WILL RESULT
IN THE ACTIVATION OF ALL ALARMS WITHIN THE DWELLING
4x
6
H
D
R
22x30
ATTIC
ACCESS
SMOKE AND CARBON MONOXIDE DETECTORS ARE
REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP (CRC
R314.6 AND R315.6).
4
4
4
4
4
(2'' ABOVE PAVEMENT AND 4'' ABOVE EARTH,
NO. 26 GALVANIZED METAL CORROSION RESISTANT,)
EXISTING ROOF
NO CHANGES
8'-4'' CLG.
6
LATTICE PATIO
9
37
1/4'' = 1'
SIGNATURE:
CHECKED BY:
DATE:
SCALE:
JOB NO.
SHEET TITLE:
SHEET NO.
100
REVISIONS
TAMPER RESISTANT RECEPTACLES
IN ALL AREAS SPECIFIED IN SECTION 210.52, ALL
125-VOL6, 15-AND 20- AMPERE
RECEPTACLES SHALL BE LISTED
TAMPER-RESISTANT RECEPTACLES.
OUTDOOR LIGHTING:
ALL LUMINARIES MOUNTED ON THE BUILDING
OR TO OTHER BUILDINGS ON THE SAME LOT
SHALL BE HIGH EFFICANCY LUMINARIES
AND MUST BE CONTROLLED BY A MANUAL
ON AND OFF SWITCH , AND CONTROLLED BY
ONE OFF THIS AUTOMATIC CONTROL TYPES:
PHOTO CONTROL AND A MOTION SENSOR,
OR ASTRONOMICAL TIME CLOCK, OR ENERGY
MANAGEMENT CONTROL SYSTEM (EMCS)
4X6
P
O
S
T
W / C
B
S
Q
AND
P
.
C
.
2'
'
S
L
O
P
E
SCALE 1/4'' = 12''
SCALE 1/4'' = 12''
4X6 POST
W / CBSQ
AND
P
.
C
.
2'-0"
2'-0"
2X10 DF#2 16'' O.C. LATTICE
4X14 DF#1 BEAM
2X2 TRELLIS
16'' OC.
4X6
POST
W / CB
SQ
AND
P
.
C
.
4X6
P
O
S
T
W / C
B
S
Q
AND P.C.
4X6
POST
W / CBSQ
AND P.
C
.
4X4 KNEE
BRACE
4X14 DF#1 BEAM
EXISTING
LATTICE PATIO TO
REMAIN (20'-6'' X 13'-0'')
266'.5 SQ. FT.
13'-0"
9'-6"9'-6"
20'-6"
2'
'
S
L
O
P
E
13'-0"
9'-6"9'-6"
20'-6"
2'
'
S
L
O
P
E
13'-0"
9'-6"9'-6"
20'-6"
4X6 POST
W / CB
SQ
AND
P
.
C
.
4X6
P
O
S
T
W / C
B
S
Q
AND
P
.
C
.
4X6 POST
W / CBS
Q
AND
P
.
C
.
4X6 P
O
S
T
W / C
B
S
Q
AND
P
.
C
.
4X6 P
O
S
T
W / C
B
S
Q
AND
P
.
C
.
13'-0"
4X6 P
O
S
T
W / C
B
S
Q
AND
P
.
C
.
4X6 PO
S
T
W / CBSQ
AND P.C.
4X6
P
OST
W / C
B
S
Q
AND
P
.
C
.
4X6
P
O
S
T
W / CBSQ
AND
P
.
C
.
4X6 P
O
ST
W / C
B
S
Q
AND
P
.
C
.
4X6 POST
W / C
B
S
Q
AND
P
.
C
.
4X6
P
O
S
T
W / C
B
S
Q
AND P.C.
4X6 POS
T
W / C
BSQ
AND P.C.
4X6
POST
W / CBSQ
AND
P
.
C
.
4X6 POST
W / CBSQ
AND
P
.
C
.
4X6 PO
S
T
W / C
BSQ
AND
P
.
C
.
4X6 PO
S
T
W / C
BSQ
AND P.C.
20'-6"
2'-0"
4X14 DF#1 BEAM
4X4 KNEE
BRACE
4X6
P
O
S
T
W / CB
S
Q
AND P.
C
.
2'-0"
4X14 DF#1 BEAM
4X
1
4
D
F
#
1
B
E
A
M
4X
1
2
D
F
#
1
B
E
A
M
4X
1
4
D
F
#
1
B
E
A
M
SEE DETAIL ''B''
SANTA ANA PATIO STANDARD DETAILS
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CERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FACILITY FEES
ORANGE UNIFIED SCHOOL DISTRICT
1401 N. Handy St., Orange, CA 92867
Phone: (714) 628-5371
Developer/Applicant: Steven Tamba
2602 N Deodar St
Santa Ana, CA 92705
Property Owner:
Address
CITY OF SANTA ANA
Planning and Building Agency
may, lS.
Approved
FOR PERMIT ISSUANCE
Master ID:
Date:
Pho
Phone:
PROJECT
Address / Location: 2602 N Deodar St #2, Santa Ana, CA
Tentative Tract #: 9 Single Family
No. of Dwelling Units: ❑ Multi Family /Condos / Apt
Total Square Footage: 357 SF
Multiplied by Applicable Fee: $4.57
Total Square Footage:
Multiplied by Applicable Fee: $ 0.78
RESIDENTIAL
Applicable Fee Level: 59 1 ❑ 2
Total School Facility Fees: $ 0
COMMERCIAL
Total School Facility Fees: $ 0
FEES WAIVED
❑ NO
❑✓ YES
Reason:
Note: Garage conversion to 357sf ADU
I certify that the above representations are true and correct. Developer/Applicant agrees that if it is later
determined that such representations are not true, then this Certificate of Compliance shall automatically
terminate, and the appropriate City/County shall be notified.
Developer / Applicant Signature:
This certifies that the above -named Developer/Applicant has paid school facility fees in compliance with
Education Code Section 17620 et. seq. and Government Code Section 65995 et. Seq
Date: 6/ 17/25
By: Angelique Chavez Title: Lead Accounting Tech
NOTICE: The 90-day period in which you may protest th4Vee described herein will begin on the date this fee is paid. However, if the fee
was imposed by the City or County as a condition of approval for your project, and you have received the requisite notice, the 90-day
protest period began at the time your project was approved by the City or County.
Certificate of Compliance
Rev. 04/ 15/23
CITY OF SANTA ANA
Planning and Building Agency
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
PART I: PROJECT INFORMATION ....
PROJECT ADDRESS 2602 N Deodar St
BUILDING PERMIT SCHOOL F
PROPERTY OWNER NAME Steven Tamba
PROPERTY OWNER ADDRESS 2602 N Deodar St
SUITE # #2
Approved
RIMRSRNT ISSUANCE
Master ID:
Date:
PHONE # : (909) 659-2082
DESCRIPTION OF WORK TO BE DONE: Garage Conversion to an ADU
��-PART II: FEE DETERMINATION INFORMATION (TO BE COMPLETED BY CITY OF SANTA ANA STAFF)
EXISTING/PROPOSED LAND USE: IN RESIDENTIAL ❑ COMMERCIAL ® INDUSTRIAL ❑ OTHER
TYPE OF CONSTRUCTION: ❑NEW ❑ADDITION ®OTHER
PLAN CHECK NUMBER
USE OF BUILDING
AREA (SQ.FT.)
101119326
ADU
357
SCHOOL DISCTRICT: (APPLICANT MUST MAKE AN APPOINTMENT WITH THE SCHOOL DISTRICT TO PAY FEES.)
❑ Santa Ana Unified School District
ri Tustin Unified School District
0 Orange Unified School District
13 Garden Grove Unified School District
1601 E. Chestnut, Santa Ana, CA 714-480-5355 Developer—fees@sausd.us
300 South C Street, Tustin, CA 714-730-7301 Cbernal@tustin.kl2.ca.us
1401 N. Handy St. (Bldg. F), Orange, CA 714-628-5371 Cathys@orangeusd.org
11700 Knott Avenue, Garden Grove, CA 714-663-6442 Chy@ggusd.us
APPROVED/PREPARED BY: KHernandez TITLE: Permit Tech
DATE: 5-15-25
School District fees are assessable in accordance with Government Code Section 65995. Established in January 1, 1987, Assembly
Bill 2926 authorized school districts to levy developer fees for new residential, commercial and industrial construction. These fees
apply to the expansion or rehabilitation of existing buildings and the construction of new buildings within the boundaries of the
four school districts serving the City of Santa Ana.
Although school districts are responsible for the collection of fees, the City of Santa Ana cannot issue building permits for devel-
opments subject to school facilities fee requirements until the applicant demonstrates that the fees have been paid.
SCHOOL FEE APP-15 12/22/2020 PAGE 1 OF 1
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
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
INTERIM CITY MANAGER
Tom Hatch
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
January 25, 2024
Also sent via email to: stamba@ucla.edu
Steven Tamba
2602 Deodar St
Santa Ana, CA 92705
Subject: Address Assignment for a new Accessory Dwelling Unit located at 2602 North
Deodar Street and (APN: 396-274-24) in Santa Ana, CA
Dear Steven,
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 new Accessory Dwelling Unit located at 2602 North Deodar Street and (APN: 396-274-24).
Notice is hereby given that the following assigned address(es) shall be posted onsite per the
approved address plan, attached hereto as Exhibit A.
Address(es) to be Activated/Posted
1. 2602 N. Deodar 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. Address(es) 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) 667-2709 or by email at ASevilla@santa-ana.org.
Sincerely,
Alexis Sevilla
Planning Technician
Reviewed by: Jerry, Guevara, Senior Planner
Address Letter for 2602 N Deodar Street
Page 2 of 2
Exhibit A – Address Plan
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
Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager
30 10L S
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EXIST.SFD 1800 SQ. FT.EXIST.GARAGE 357 SQ. FT.
COVERED AREA =357+1800= 2157 SQ. FT.
LOT SIZE =8,840 SQ. FT.
24% LOT COVERAGED
1 0F 4 SHEETS
H.D.Design
1121 W.Glendale St.
W.Covina,Ca.91790
(323) 369-41-56
(626) 394-66-05
N
A-01
REVISIONS BY
NOV./20/22
Existing
conc.
NO FIRE EXPRINKLER AT EXISTING DWELLING
AND NO FIRE SPRINKLER FOR THE NEW ADU.
NOTES:
SLOPE
2%
Existing driveway
new planter
Existing
landscaping
to remain
Six one gallon shrubs
EXIST.5' hHIGH VINYL FENCE
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49'-0"45'-0"
5'
-0"
25
'
-0"
AFU
42'-0"28'-0"
5'
-0"
60
'
-0"
7'-0"7'-0"14'-0"
EXISTING 5' BLOCK WALL
EXISTING 5' BLOCK WALL
EX
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Existing
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-0"
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APPLICABLE CODES
1-2022-CALIFORNIA BUILDING CODE - TITLE 24, PART 2
2-2022 -CALIFORNIA RESIDENCE CODE- TITLE 24,PART 2.5
3-2022 -CALIFORNIA ELECTRICAL CODE -TITLE 24,PART 3
4-2022-CALIFORNIA MECHANICAL CODE - TITLE 24, PART 4
5-2022 -CALIFORNIA PLUMBING CODE - TITLE 24, PART 5
6-2022 -CALIFORNIA ENERGY CODE - TITLE 24,PART 6
7-2022 -CALIFORNIA GREEN BUILDING STANDARDS CODE-TITLE 24, PART 11
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20
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10'-0"
NEW
2602 N DEODAR
ST UNIT 2
EXISTING
2602 N DEODAR
STREET
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) 573-6100
SFR