|
2%
<br />W
<br />G
<br />5%
<br />5%
<br />5%
<br />5%
<br />2%
<br />2%
<br />
<br />2%
<br />5%
<br />2%
<br />
<br />2%
<br />
<br />5%
<br />5%
<br />2%
<br />2%
<br />2%
<br />5%5%
<br />5%
<br />5%
<br />2%
<br />2%
<br />
<br />2%
<br />
<br />2%
<br />
<br />W
<br />G
<br />5%
<br />5%
<br />5%
<br />5%
<br />2%
<br />2%
<br />
<br />2%
<br />5%
<br />2%
<br />
<br />2%
<br />
<br />5%
<br />5%
<br />2%
<br />2%
<br />2%
<br />G
<br />W
<br />2%
<br />2%
<br />2%
<br />5%
<br />2%
<br />5%
<br />5%
<br />5%2%
<br />2%2%
<br />1
<br />(N) ELECTRICAL SUB-PANEL 225AMPS FOR ADU
<br />2 PERIMETER FENCE / BLOCK WALL
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />12
<br />(E) WALK WAY
<br />LANDSCAPE
<br />(E) TREE
<br />(N) CONSUMER TANK WITH/ HEAT PUMP
<br />(E) GATE
<br />17
<br />(N) HEAT PUMP UNIT ON 3''. THK CONCRETE PAD
<br />(E) MAIN HOUSE ELECTRICAL PANEL V.I.F
<br />(E) WATER METER
<br />(N) ELECTRICAL METER FOR ADU
<br />(E) GAS METER V.I.F
<br />3
<br />ROOF LINE ABOVE
<br />(N) LANDING
<br />18
<br />(N) GAS METER
<br />(N) WATER METER (1" MINIMUM PER CITY REQUIREMENTS)
<br />(E) A/C UNIT V.I.F
<br />(E) POST
<br />13
<br />14
<br />15
<br />16
<br />19 (N) 6X6 POST
<br />20
<br />21
<br />1-HR FIRE RESISTANT EAVE PROJECTION SEE DETAIL 05/AD.20 & 01/AD.20
<br />PROVIDE 2-2X FULL HEIGHT FIRE BLOCKING FROM TOP PLATE TO UNDERSIDE
<br />OF EXISTING ROOF SHEATHING, NO VENT HOLE ALLOWED.
<br />22 1-HR FIRE RATED WALL, SEE SHEET 01/AD20 FOR DETAIL.
<br />23 (N) DRIVE WAY
<br />23 ELECTRICAL VEHICLE CHARGING STATION LOCATION. 208/240-VOLT BRANCH
<br />CIRCUIT (40 AMP)
<br />1
<br />DRAINAGE DIRECTION AND SLOPE
<br />PROPERTY LINE CORNER POINTS AND ELEVATION DATUM
<br />#KEYNOTE CALLOUTS
<br />EXISTING TO BE REMAINED AND NEW CONSTRUCTION
<br />EXISTING TO BE DEMOLISHED
<br />F.S.D
<br />F.S.L
<br />FIRE SEPARATION DISTANCE
<br />FIRE SEPARATION LINE (IMAGINARY PROPERTY LINE)
<br />1. DEMOLITION CONTRACTOR SHALL RELOCATE REUSABLE MATERIALS TO
<br />DESIGNATED SALVAGE AREA, NON-USABLE MATERIALS SHALL BE PLACED
<br />APPROPRIATELY IN REFUSE BIN AND SHALL BE COVERED AT NIGHT AND
<br />DURING RELATIVE HIGH WINDS, RAIN, ETC...REFUSE BIN SHALL BE COVERED
<br />DURING TRANSFER TO AND FROM DUMP SITE. CONTRACTOR TO BE LIABLE
<br />FOR REFUSE SPILLING. ALL DEBRIS TO BE HAULED AWAY AND CLEAN-UP
<br />SHALL BE COMPLETED TO BROOM FINISH. EXISTING MATERIALS AND/OR
<br />STRUCTURE TO REMAIN SHALL BE PROTECTED FROM DUST, PAINT CHIPPING,
<br />ETC..., BY USE OF PLASTIC OR WHATEVER IS REQUIRED FOR PROPER
<br />PROTECTION. EXISTING STRUCTURES SHALL HAVE BRACING AND SHORING
<br />AS REQUIRED TO PROTECT THE EXISTING STRUCTURE. PROVIDE DE-
<br />WATERING FACILITIES FOR CONSTRUCTION AS REQUIRED. COORDINATE AS-
<br />BUILT INFORMATION, STRUCTURAL, ETC. TO DESIGNER/ENGINEER AS
<br />REQUIRED.
<br />2. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS
<br />PROHIBITED. NO SOID WASTE, PETROLEUM BYPRODUCTS, SOIL
<br />PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER
<br />GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
<br />SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER
<br />OR STORM DRAIN SYSTEM.
<br />3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND
<br />UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION
<br />FACILITIES (POWER POLES, PULLBOXES,TRANSFORMERS, VAULTS, PUMPS,
<br />VALVES, METERS, PPURTENANCES, ETC.) OR TO THE LOCATION OF THE
<br />HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
<br />POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE
<br />PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
<br />AND/OR ADDITIONAL EXPENSES.
<br />4. WHEN UTILITIES METER ALTERATION / RELOCATION OCCUR, INSTALLATION
<br />PROCEDURES SHALL BE VERIFIED AND APPROVED BY THE BUILDING
<br />INSPECTOR PRIOR TO INSTALLATION.
<br />5. ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZED AT ALL
<br />TIMES.
<br />6. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE
<br />DURATION OF THE PROJECT.
<br />7. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN
<br />REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION.
<br />1
<br />1. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE
<br />FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE
<br />RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE
<br />CONTAINING THE FUEL GAS PIPING.
<br />2. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
<br />CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED
<br />FOR LOW WATER CONSUMPTION.
<br />3. PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND
<br />APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE.
<br />4. FINAL APPROVAL REQUIRED BY THE PUBLIC WORKS DEPARTMENT FOR
<br />STREET IMPROVEMENTS, CURB CORES, CURB/GUTTERS, ETC. SEPARATE
<br />PUBLIC WORKS PERMIT REQUIRED FOR DRIVEWAYS, APPROACH TO
<br />DRIVEWAY, SEWER LATERALS AND ANY WORK IN RIGHT OF WAY.
<br />5. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE
<br />AND LOCAL CODES AND AMENDMENTS.
<br />6. A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES
<br />WHICH DEFINE PROPERTY LINES, SET BACKS, DESIGNATED PARKLAND OR
<br />STREET RIGHT-OF-WAY.
<br />7. WATER HEATER MUST BE STRAPPED TO WALL.
<br />8. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
<br />9. CONTRACTOR AND/OR OWNER SHALL VERIFY CONSTRUCTION SITE TO
<br />CONFIRM THAT THERE IS NO TRACEOF DEMOLISHED SWIMMING POOL WITHIN
<br />5 FT FROM PROPOSED PERIMETER OF THE CONSTRUCTION SITE. OTHERWISE,
<br />THEY NEED TO SUBMIT SOIL COMPACTION REPORT FROM LICENSED SOIL
<br />ENGINEER TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.
<br />10. SHEARWALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE
<br />STANDARD LISTED IN CH.6 & CH.7 CRC
<br />11. UFER GROUND IS REQUIRED AT NEW ELECTRICAL SERVICE.
<br />12. UNDERGROUND UTILITIES REQUIRED ON SITE PLAN AND SHOW FOR
<br />ELECTRICAL, CABLE TV. AND TELEPHONE
<br />13. ARC FAULT CIRCUIT INTERRUPTION PROTECTION IS REQUIRED FOR ALL BRANCH
<br />CIRCUITS PER 2022 CRC210.12 SHALL BE AFCI PROTECTED
<br />14. BATHROOMS, KITCHEN, GARAGE & OUTSIDE OUTLETS WILL BE GFCI PROTECTED
<br />RECEPTACLE OUTLETS.
<br />15. PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND LAUNDRY ROOMS
<br />WITHOUT OPENABLE WINDOW.
<br />16. GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24" ARC
<br />OF A DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH.3 CRC
<br />17. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE
<br />WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER.
<br />18. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH A
<br />NATURAL LIGHT IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDE
<br />AN AVERAGE ILLUMINATION OF 6 FEET-CANDLES OVER THE AREA OF THE ROOM
<br />AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL.
<br />19. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT
<br />DOCUMENTS, SURVEY THE PROPERTY AND BECOME FAMILIAR WITH THE
<br />EXISTING CONDITIONS AND SCOPE OF WORK. ALL COST SUBMITTED SHALL BE
<br />BASED ON A THROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED.
<br />ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIALS OR
<br />PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ENGINEER
<br />OF RECORD.
<br />20. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
<br />SCALE.
<br />21. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE
<br />OWNER AND THE DESIGNER/ENGINEERS SHALL BE NOTIFIED, IN WRITING,
<br />IMMEDIATELY.
<br />22. VERIFY WITH AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT
<br />ASBESTOS REPORT TO BUILDING DIVISION PRIOR TO DEMOLITION PERMIT
<br />ISSUANCE.
<br />23. WHEN SOLAR PANEL IS REQUIRED, SOLAR PLANS SHALL BE REVIEWED AND
<br />APPROVED BY BUILDING DIVISION PRIOR TO ROOF SHEATHING INSPECTION.
<br />24. FOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOMMODATE A
<br />DEDICATED 208/240-VOLT BRANCH CIRCUIT (40 AMP) COMPLIANCE WITH
<br />SECTION 4.106.4.1
<br />25. THE SERVICE PANEL OR SUB-PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE
<br />OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV
<br />CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE
<br />PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE".
<br />1
<br />THE PROPOSED PROJECT IS A NEW 791 SF DETACHED ADU, ATTACHED 302 SF 1-CAR GARAGE AND
<br />CONSIST OF:
<br />• 2 BEDROOMS, 2 BATHROOMS.
<br />• KITCHEN, DINING, LIVING ROOM.
<br />• 52 SF PATIO, 19 SF LANDING.
<br />• NEW CENTRAL AC, NEW HEATPUMP WATER HEATER, NEW AIR HANDLERS.
<br />• DUAL-GANG ELEC PANEL METER AND SUB-PANEL.
<br />THE CURRENT PREVAILING BUILDING AND CONSTRUCTION CODES ARE AS FOLLOWS:
<br />2022 CALIFORNIA BUILDING CODE
<br />2022 CALIFORNIA RESIDENTIAL CODE
<br />2022 CALIFORNIA FIRE CODE
<br />2022 CALIFORNIA MECHANICAL CODE
<br />2022 CALIFORNIA ELECTRICAL CODE
<br />2022 CALIFORNIA PLUMBING CODE
<br />2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br />REGULATION OF THE STATE AND LOCAL FIRE MARSHALS & CITY ORDINANCE .
<br />SANTA ANA, AMENDMENTS AND MUNICIPAL CODE.
<br />LEGAL JURISDICTION : CITY OF SANTA ANA, CA 92701 1
<br />THE DESIGN OF THE ACCESSORY DWELLING UNIT SHALL BE ARCHITECTURALLY
<br />COMPATIBLE WITH THE MAIN DWELLING UNIT, WITH ALL DESIGN. THE DESIGN, ROOF
<br />PITCH, DEPTH OF EAVE, COLOR, MATERIAL AND TEXTURE OF THE ROOF SHALL BE
<br />SUBSTANTIALLY THE SAME AS THE MAIN DWELLING UNIT.
<br />PL 56.58'
<br />PL
<br />
<br />1
<br />0
<br />0
<br />.
<br />0
<br />2
<br />'
<br />PL
<br />
<br />6
<br />4
<br />.
<br />8
<br />7
<br />'
<br />PL
<br />1
<br />4
<br />.28'
<br />PL
<br />35.
<br />4
<br />6
<br />'
<br />PL 42.84'
<br />(E)
<br />42'-11 1/2"
<br />(E
<br />)
<br />
<br />25
<br />'
<br />-
<br />9
<br />"
<br />
<br />(E
<br />)
<br />
<br />F
<br />R
<br />O
<br />N
<br />T
<br />
<br />S
<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />
<br />22
<br />'
<br />-
<br />5
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />(E
<br />)
<br />
<br />S
<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />4'
<br />-
<br />1
<br />0
<br />"
<br />(E)
<br />32'-4"
<br />27
<br />'
<br />-
<br />0
<br />"
<br />(E
<br />)
<br />
<br />27
<br />'
<br />-
<br />0
<br />"
<br />
<br />(E) S
<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />5'-8
<br /> 1/2"
<br />(E)
<br />13'-8"
<br />(E)
<br />5'-0"
<br />(E
<br />)
<br />3'
<br />-
<br />0
<br />"
<br />(E)
<br />23'-8"
<br />(E)
<br />21'-0"
<br />(E
<br />)
<br />
<br />19
<br />'
<br />-
<br />1
<br />"
<br />(E)
<br />20'-1"
<br />(E) 2- CAR GARAGE
<br /> 420 SF
<br />SINGLE FAMILY RESIDENCE
<br />1044 SF
<br />901 E MYRTLE ST, SANTA ANA, CA 92701
<br />(E) PROCH
<br />STREET CURB &
<br />GUTTER
<br />CENTERLINE OF
<br />STREET
<br />CENTERLINE OF
<br />STREET
<br />(E
<br />)
<br />
<br />22
<br />'
<br />-
<br />6
<br />"
<br />
<br />(E) POWER POLE
<br />1
<br />2
<br />2
<br />2
<br />8
<br />4 4
<br />4
<br />8
<br />9
<br />9
<br />9
<br />9
<br />3
<br />15
<br />16
<br />7
<br />5
<br />2
<br />9
<br />9
<br />9
<br />9
<br />4
<br />21
<br />2 2
<br />9
<br />(E
<br />)
<br />
<br />1'
<br />-
<br />0
<br />"
<br />(E)
<br />18'-8"
<br />(E)
<br />4'-9 1/2"
<br />(E)
<br />1'-0"
<br />(E)
<br />1'-0"
<br />(E)
<br />1'-0"
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />(E)
<br />1'-0"
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />(E) SET BACK
<br />5'-9 1/2"
<br />(E
<br />)
<br />3'
<br />-
<br />1
<br />0
<br />"
<br />(E)
<br />31'-4"
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />(E)
<br />19'-3 1/2"
<br />(E
<br />)
<br />22
<br />'
<br />-
<br />9
<br />"
<br />(E
<br />)
<br />
<br />4'
<br />-
<br />0
<br />"
<br />
<br />(E
<br />)
<br />
<br />3'
<br />-
<br />0
<br />"
<br />
<br />(E
<br />)
<br />6"
<br />
<br />TO
<br />
<br />C
<br />E
<br />N
<br />T
<br />E
<br />R
<br />
<br />L
<br />I
<br />N
<br />E
<br />30
<br />'
<br />-
<br />0
<br />"
<br />(E
<br />)
<br />
<br />20
<br />'
<br />-
<br />0
<br />"
<br />
<br />E MYRTLE ST
<br />S
<br />S
<br />T
<br />A
<br />N
<br />D
<br />A
<br />R
<br />D
<br />
<br />A
<br />V
<br />E
<br />ALLEY
<br />PL 56.58'
<br />PL
<br />
<br />1
<br />0
<br />0
<br />.
<br />0
<br />2
<br />'
<br />PL
<br />
<br />64
<br />.
<br />87
<br />'
<br />PL
<br />14.28'
<br />PL
<br />3
<br />5
<br />.
<br />46'
<br />PL 42.84'
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />(E
<br />)
<br />
<br />1'
<br />-
<br />0
<br />"
<br />
<br />(E)
<br />1'-0"
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />(E)
<br />1'-0"
<br />(E
<br />)
<br />
<br />T
<br />O
<br />
<br />C
<br />E
<br />NT
<br />E
<br />R
<br />
<br />L
<br />I
<br />N
<br />E
<br />
<br />30
<br />'
<br />-
<br />0
<br />"
<br />
<br />(E)
<br />42'-11 1/2"
<br />(E
<br />)
<br />
<br />25
<br />'
<br />-
<br />9
<br />"
<br />
<br />(E
<br />)
<br />
<br />F
<br />R
<br />O
<br />N
<br />T
<br /> S
<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />
<br />22
<br />'
<br />-
<br />5
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />(E
<br />)
<br />
<br />S
<br />E
<br />T
<br />B
<br />A
<br />CK
<br />
<br />4'
<br />-
<br />1
<br />0
<br />"
<br />
<br />(E) 2- CAR GARAGE
<br /> 420 SF
<br />SINGLE FAMILY RESIDENCE
<br />1044 SF
<br />901 E MYRTLE ST, SANTA ANA, CA 92701
<br />(E)
<br />1'-0"
<br />(E)
<br />1'-0"
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />TO
<br />
<br />C
<br />E
<br />N
<br />T
<br />E
<br />RL
<br />I
<br />N
<br />E
<br />10
<br />'
<br />-
<br />0
<br />"
<br />(E)
<br /> SE
<br />TBA
<br />C
<br />K
<br />5'-8 1/
<br />2"
<br />(E)
<br />13'-8"
<br />(E) TOCENTER LINE
<br />30'-0"
<br />(E) PROCH
<br />STREET CURB &
<br />GUTTER
<br />CENTERLINE OF
<br />STREET
<br />CENTERLINE OF
<br />STREET
<br />(E
<br />)
<br />4'
<br />-
<br />0
<br />"
<br />(E
<br />)
<br />
<br />3'
<br />-
<br />0
<br />"
<br />
<br />(E
<br />)
<br />6"
<br />(E
<br />)
<br />
<br />22
<br />'
<br />-
<br />6
<br />"
<br />
<br />(E)
<br />5'-0"
<br />(E
<br />)
<br />3'
<br />-
<br />0
<br />"
<br />(E)
<br />19'-3 1/2"
<br />(E)
<br />23'-8"
<br />(E)
<br />4'-0"
<br />(E)
<br />3'-0"
<br />(E)
<br />6"
<br />(E) POWER POLE
<br />(E
<br />)
<br />19
<br />'
<br />-
<br />1
<br />"
<br />(E)
<br />20'-1"
<br />1
<br />2
<br />2
<br />2
<br />8
<br />44
<br />4
<br />8
<br />9
<br />9
<br />9
<br />9
<br />3
<br />15
<br />16
<br />7
<br />5
<br />2
<br />9
<br />9
<br />9
<br />1'-0"
<br />1'
<br />-
<br />0
<br />"
<br />1'
<br />-
<br />0
<br />"
<br />1'-0"
<br />1'
<br />-
<br />0
<br />"
<br />DI
<br />S
<br />T
<br />A
<br />N
<br />C
<br />E
<br />
<br />6'
<br />-
<br />0
<br />"
<br />
<br />F.
<br />S
<br />.
<br />D
<br />3'
<br />-
<br />0
<br />"
<br />F.
<br />S
<br />.
<br />D
<br />
<br />3'
<br />-
<br />0
<br />"
<br />
<br />DISTANCE
<br />5'-1"
<br />(N) ADU 1-CAR
<br />GARAGE
<br />302 SF
<br />20
<br />20
<br />20
<br />4
<br />F.S.L
<br />17'-4 1/2"9'-10 1/2"
<br />10'-2"
<br />(E) SETBACK
<br />18'-0"
<br />(N) DETACHED ADU - UNIT 2
<br />791 SF
<br />901 E MYRTLE ST, SANTA ANA, CA 92701
<br />(E) SETBACK
<br />5'-9 1/2"
<br />21
<br />22
<br />22
<br />F.
<br />S
<br />.
<br />D
<br />3'
<br />-
<br />0
<br />"
<br />F.
<br />S
<br />.
<br />D
<br />
<br />3'
<br />-
<br />0
<br />"
<br />
<br />22
<br />2
<br />AD.20
<br />2
<br />AD.20
<br />14
<br />(E)
<br />1'-0"
<br />(E)
<br />18'-0"
<br />(E)
<br />4'-9 1/2"
<br />9
<br />9
<br />23
<br />9
<br />3'
<br />-
<br />1
<br />0
<br />"
<br />51'-7"
<br />41
<br />'
<br />-
<br />0
<br />"
<br />
<br />22
<br />9
<br />2
<br />AD.20
<br />19
<br />19
<br />17
<br />13
<br />MIN.
<br />2'-0"
<br />18
<br />23
<br />35
<br />'
<br />-
<br />1
<br />0
<br />"
<br />10
<br />10
<br />11
<br />12
<br />(E
<br />)
<br />1'
<br />-
<br />0
<br />"
<br />DI
<br />S
<br />T
<br />A
<br />N
<br />C
<br />E
<br />6'
<br />-
<br />0
<br />"
<br />(N) WALKWAY
<br />CLR
<br />12'-0"9
<br />E MYRTLE ST
<br />S
<br />S
<br />T
<br />A
<br />N
<br />D
<br />A
<br />R
<br />D
<br />
<br />A
<br />V
<br />E
<br />4'
<br />-
<br />0
<br />"
<br />ADU SETBACK
<br />5'-0"
<br />16'-4 1/2"1'-0"
<br />1'-0" 4'-0"
<br />ALLEY
<br />21
<br />'
<br />-
<br />5
<br />"
<br />20
<br />5
<br />AD.20
<br />1
<br />9
<br />E
<br />JURISDICTION HAVING AUTHORITY: CITY OF SANTA ANA, CA 92701
<br />LEGAL DESCRIPTION: N TRACT 2482 BLK, LOT 72
<br />ASSESSORS PARCEL NO. APN: 404-011-11
<br />IN FLOOD ZONE FEMA SHFA'S: FLOOD ZONE X
<br />CONSTRUCTION TYPE: V-B
<br />ZONING: R1 (SINGLE FAMILY RESIDENTIAL)
<br />OCCUPANCY GROUP: R3/U
<br />SPRINKLERS:
<br />EXISTING: NO
<br />ADU: NO
<br />(E) MAINHOUSE MAX HEIGHT: 15 FT
<br />ADU MAX. HEIGHT: 14 FT
<br />(E) REQUIRED SETBACKS:
<br />FRONT: 4 FT
<br />SIDE: 4 FT
<br />REAR: 4 FT
<br />DISTANCE TO (E) STRUCT: 6 FT
<br />LOT SIZE: 6,554 SF
<br />EXISTING:
<br />(E) MAIN HOUSE LIVING AREA: 1,044 SF
<br />(E) GARAGE: 420 SF
<br />EXISTING TOTAL: 1,464 SF
<br />NEW CONSTRUCTION
<br />(N) DETACHED ADU: 791 SF
<br />(N) GARAGE: 302 SF
<br />(N) COVER PORCH: 52 SF
<br />(N) LANDING: 19 SF
<br />NEW TOTAL: 1,164 SF
<br />MAXIMUM LOT COVERAGE: 35%
<br />OVERALL LOT COVERAGE: (1,164 SF + 1,464 SF) / 6,554 SF = 40,1%
<br />LOT COVERAGE AND USE INTENSITY MAXIMUM ESTABLISHED IN ZONING
<br />DISTRICT MAY BE EXCEEDED TO PERMIT AN ADU UP TO EIGHT HUNDRED
<br />(800) SQUARE FEET IN SIZE
<br />PARKING REQUIREMENT
<br />NOTWITHSTANDING ANY OTHER LAW, A LOCAL AGENCY, WHETHER OR NOT IT HAS
<br />ADOPTED AN ORDINANCE GOVERNING ACCESSORY DWELLING UNITS IN
<br />ACCORDANCE WITH SUBDIVISION, SHALL NOT IMPOSE PARKING STANDARDS FOR AN
<br />ACCESSORY DWELLING UNIT IN ANY OF THE FOLLOWING INSTANCES:
<br />THE ACCESSORY DWELLING UNIT IS LOCATED WITHIN ONE-HALF MILE WALKING
<br />DISTANCE OF PUBLIC TRANSIT.
<br />TOTAL PARKING REQUIRED
<br />(E) MAIN HOUSE: 2 STALLS
<br />(N) ADU 1 STALL (SEE EXCEPTION ABV.)
<br />TOTAL: 3 STALLS
<br />PROJECT LOCATION
<br />IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO
<br />NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY
<br />PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A
<br />SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND
<br />METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
<br />INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE
<br />RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS
<br />BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR
<br />ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
<br />DESCRIPTIONDATE DELTA
<br />NEW DETACHED ADU 2
<br />BEDS, 2BATHS,
<br />LIVING , KITCHEN,
<br />DINING , GARAGE-1
<br />CAR
<br />PROJECT CONTACT
<br />OWNERSHIP
<br />KHANH DAO
<br />10448 SALINAS RIVER CIR
<br />FOUNTAIN VALLEY, CA 92708
<br />PHONE: (714) 390-5154
<br />28/11/2023 PLANNING CORRECTIONS
<br />LOAN PHAM
<br />17021 BOLERO LN
<br />HUNTINGTON BEACH, CA 92649
<br />PHONE: 714-614-6344
<br />EMAIL:
<br />LOANPHAM8888@YAHOO.COM
<br />1 02/22/2024 1ST PLAN CHECK
<br />03/11/2024 2ND PLAN CHECK2
<br />A.00
<br />SITE PLAN
<br />(N
<br />)
<br />
<br />D
<br />E
<br />T
<br />A
<br />C
<br />H
<br />E
<br />D
<br />
<br />A
<br />D
<br />U
<br />,
<br />
<br />U
<br />N
<br />I
<br />T
<br />
<br />2
<br />90
<br />1
<br />
<br />E
<br />
<br />M
<br />Y
<br />R
<br />T
<br />L
<br />E
<br />
<br />S
<br />T
<br />,
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />1
<br />(E
<br />)
<br />
<br />S
<br />I
<br />N
<br />G
<br />L
<br />E
<br />
<br />F
<br />A
<br />M
<br />I
<br />L
<br />Y
<br />
<br />R
<br />E
<br />S
<br />I
<br />D
<br />E
<br />N
<br />C
<br />E
<br />90
<br />1
<br />
<br />E
<br />
<br />M
<br />Y
<br />R
<br />T
<br />L
<br />E
<br />
<br />S
<br />T
<br />,
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />1
<br />SHEET INDEX
<br />SITE PLAN KEYNOTES
<br />GENERAL NOTES PROJECT DATA
<br />ARCHITECTURAL
<br />A.04 EXISTING - FLOOR PLAN
<br />A.05 PROPOSED ADU FLOOR & ROOF PLAN
<br />A.06 PROPOSED ADU SECTIONS & ELEVATIONS
<br />AD.10 ARCHITECTURAL DETAILS
<br />AD.20 ARCHITECTURAL DETAILS
<br />D.01 DRAINAGE PLAN
<br />T24.1 TITLE 24
<br />T24.2 TITLE 24 (CONT.)
<br />T24.3 TITLE 24 (CONT.)
<br />STRUCTURAL
<br />S-0.10 GENERAL NOTES & REQUIREMENTS
<br />S-0.11 GENERAL NOTES & REQUIREMENTS
<br />S-1.0 FOUNDATION PLAN
<br />S-2.0 FRAMING PLAN
<br />SD1.0 FOUNDATION DETAILS
<br />SD2.0 STRUCTURAL DETAILS
<br />WSWH1 STRONG WALL WSWH ANCHORAGE DETAIL
<br />WSWH 1.1 STRONG WALL WSWH ANCHORAGE ALTERNATE DETAIL
<br />WSWH2 STRONG WALL WSWH FRAMING DETAIL
<br />APPLICABLE CODE
<br />SPECIAL NOTES
<br />1" = 10'-0" 1EXISTING SITE PLAN 1" = 10'-0" 2PROPOSED SITE PLAN
<br />SYMBOL LEGEND CONSTRUCTION NOTES
<br />VINCITY MAP
<br />DEFERRED SUBMITTALS
<br />SCOPE OF WORK
<br />2.41 KW PER T24 PV SYSTEM WILL BE UNDER A SEPARATE PERMIT FOR ADU
<br />THE MAIN ELECTRICAL SERVICE PANEL RATING OF 225 AMPS. THE MAIN SERVICE PANEL SHALL HAVE A
<br />MINIMUM BURSAR A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION.
<br />THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER
<br />LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR
<br />ELECTRIC".
<br />SOLAR PV SYSTEM MUST BE APPROVED REQ BUILDING DIVISION PRIOR ROOF SHEATHING INSPECTION.
<br />2.15 kW PHOTOVOLTAIC SYSTEM WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND SHALL BE ISSUED
<br />PRIOR TO BUILDING FRAME INSPECTION REQUEST
<br />(E) BLOCK WALL TO BE DEMOLISHED
<br />NOTE:
<br />THE APPLICANT / PROPERTY OWNER SHALL BE RESPONSIBLE
<br />FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND /
<br />OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT.
<br />1
<br />1
<br />1
<br />2
<br />A.01 CAL GREEN CODE
<br />A.02 CAL GREEN CODE
<br />A.03 GENERAL DETAILS
<br />A.00 SITE PLAN
<br />A.08 ROOM FINISH & DOOR/WINDOW SCHEDULE & INTERIOR DETAILS
<br />A.07 PROPOSED ADU ELECTRICAL PLAN
<br />S-0.20 TYPICAL DETAILS
<br />S-0.12 SOIL REPORT
<br />S-0.13 SOIL REPORT
<br />S-0.14 SOIL REPORT
<br /> & SOIL REPORT
<br />BLDG# 101118160
<br />APPROVALS
<br />PLNG - ASevilla
<br />BLDG - GHuang
<br />POLICE - BMartin
<br />901 E Myrtle St Unit# 2 -
<br />1011181606/27/2024
|