TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
2 BEDROOM B - EXTERIOR ELEVATIONS (MODERN FARMHOUSE)
A-2.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
ELEVATION A 1 SCALE: 1/4" = 1'-0"ELEVATION B 2
SCALE: 1/4" = 1'-0"
ELEVATION C 3 SCALE: 1/4" = 1'-0"ELEVATION D 4
KEYNOTES
2.04 BOARD AND BATTEN FIBER CEMENT SIDING
2.07 STANDING SEAM METAL ROOF
2.08 TRIM
2.09 EXPOSED WOOD FRAMING - PRIMER & 2 COATS EXTERIOR
GRADE PAINT, REQUIRED.
REVISIONS
NO. DATE DESCRIPTION
378
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.1
BATH
LIVING
321
T.O. SHEATING
± 14' - 0"
ATTIC
3.01 3.03
3.02 3.06
3.07 3.03
3.05 A-5.2
1.1 A-5.1
6B
TYP. 3.09
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.1
ABC
T.O. SHEATING
3.04 3.02 ± 14' - 0"
3.07 3.01
3.03 A-5.2
2.1 A-5.2
3.1 LIVING
A-5.1
6A
TYP.
3.03 3.06
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME PRODUCTS
OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE
SHALL NOT BE REQUIRED TO MEET THE ASTM E136
REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
2 BEDROOM B - BUILDING SECTIONS (CRAFTSMAN)
A-3.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 REVISIONS
NO. DATE DESCRIPTION
379
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.2
BATH LIVING
321
T.O. SHEATING
± 14' - 0"
ATTIC
3.01 3.03
3.02 3.06
3.07 3.03
3.05 A-5.2
1.2 A-5.1
5B
TYP. 3.09
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.2
AB
T.O. SHEATING
± 14' - 0"
3.07 3.03
A-5.2
2.2 A-5.2
2.2 3.01
A-5.2 4
3.04 3.02
LIVING
A-5.1
5A
TYP.
3.03 3.06
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME PRODUCTS
OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE
SHALL NOT BE REQUIRED TO MEET THE ASTM E136
REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
2 BEDROOM B - BUILDING SECTIONS (MONTEREY)
A-3.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 REVISIONS
NO. DATE DESCRIPTION
380
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.3
BATH LIVING
321
T.O. SHEATING
± 14' - 0"
ATTIC
3.01 3.03
3.02 3.06
3.07 3.03
3.05 A-5.2
1.1 A-5.1
4B
TYP. 3.09
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.3
ABC
T.O. SHEATING
3.04 3.02 ± 14' - 0"
3.07 3.01
3.03 A-5.2
2.1 A-5.2
3.3 3.03
3.06 A-5.3
5.3 3.08
LIVING
A-5.1
4A
TYP.
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME PRODUCTS
OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE
SHALL NOT BE REQUIRED TO MEET THE ASTM E136
REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
2 BEDROOM B - BUILDING SECTIONS (MODERN FARMHOUSE)
A-3.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.08 WOOD FRAMING, SEE STRUCTURAL.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 REVISIONS
NO. DATE DESCRIPTION
381
INTERIOR
INTERIOR EXTERIOR
SHEATHING
EXTERIOR SHEATHING
INSULATION
SIDING
WOOD FRAMING, SEE
STRUCT.
CORNER TRIM
SIDING AT INSIDE CORNER
SEALANT, EA SIDE
2 LAYERS WEATHER
RESISTIVE BARRIER
STONE VENEER AT OUTSIDE CORNER
EXTERIOR SHEATHING
INSULATION
WOOD FRAMING, SEE
STRUCT.
INTERIOR
SHEATHING
STONE VENEER
2 LAYERS WEATHER
RESISTIVE BARRIER
EXTERIOR INTERIOR
MORTAR SETTING BED
OVER SCRATCH COAT
METAL LATH
EXTERIOR SHEATHING
INSULATION
7/8" THICK STUCCO FINISH:
METAL LATH BELOW
SCRATCH, BROWN AND FINISH
COAT PER CRC R703.7
WOOD FRAMING, SEE
STRUCT.
INTERIOR
SHEATHING
CORNER BEAD
STUCCO AT OUTSIDE CORNER
2 LAYERS WEATHER
RESISTIVE BARRIER
EXTERIOR INTERIOR
NOTE: PROVIDE 2 LAYERS OF GRADE D PAPER UNDER STUCCO WHEN OVER WOOD SHEATHING. [CRC R703.7.3]
INSULATION
INTERIOR
SHEATHING
BASE TRIM
FLASHING
SIDING
FLASHING AND SEALANT
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
GRADE, MIN 5% SLOPE
WOOD FRAMING,
SEE STRUCT.
8" MIN.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
7/8" THICK STUCCO FINISH:
METAL LATH BELOW
SCRATCH, BROWN AND FINISH
COAT PER CRC R703.7
GRADE, MIN 5% SLOPE
8" MIN.
NOTE: PROVIDE 26 GA (MIN) CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH MINIMUM VERTICAL FLANGE. THE WEEP SCREEN SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING [CRC R703.7.2.1]
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
WOOD FRAMING, OVER PLYWOOD
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
MORTAR SETTING BED
OVER SCRATCH COAT
STONE VENEER
GRADE, MIN 5% SLOPE
MIN.
8"
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
THROUGH PENTRATION @ WALL
GYPSUM BOARD
FILL, VOID OR CAVITY
MATERIALS, RATED TO
MATCH WALL RATING
THROUGH
PENETRANTS
DESIGN NO. U356
BEARING WALL RATING - 1 HR RATING 1 2 3 5 4
1 WOOD STUDS
NOMINAL 2X6 SPACED 16" O.C. WITH (2) 2X4 TOP PLATES (1) 2X4 BOTTOM PLATE. STUDS LATERALLY-BRACED BY WOOD
STRUCTURAL PANEL SHEATHING (ITEM 5) AND
EFFECECTIVELY FIRE STOPPED AT TOP AND BOTTOM OF
WALL.
2 GYPSUM BOARD
ANY 5/8 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS
ELIGIBLE FOR USE IN DESIGN NOS. L501, G512 OR U305. NOM 5/8 IN. THICK, 4 FT WIDE, APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7 IN. OC WITH 6D CEMENTCOATED NAILS, 1-7/8 IN. LONG WITH 1/4 IN. DIAM HEAD. 4 BATTS AND BLANKETS
MINERAL FIBER OR GLASS FIBER INSULATION, 3-1/2 IN.
THICK, PRESSURE FIT TO FILL WALL CAVITIES BETWEEN
STUDS AND PLATES. MINERAL FIBER INSULATION TO BE
UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF. GLASS
FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR
KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PCF
(MIN R-13 THERMAL INSULATION RATING)
5 WOOD STRUCTURAL PANEL SHEATHING
MIN 7/16 IN. THICK, 4 FT WIDE WOOD STRUCTURAL PANELS,
MIN GRADE "C-D" OR "SHEATHING". INSTALLED WITH LONG
DIMENSION OF SHEET (STRENGTH AXIS) OR FACE GRAIN OF
PLYWOOD PARALLEL WITH OR PERPENDICULAR TO STUDS.
VERTICAL JOINTS CENTERED ON STUDS. HORIZONTAL JOINTS
BACKED WITH NOM 2 BY 4 IN. WOOD BLOCKING. ATTACHED TO
STUDS ON EXTERIOR SIDE OF WALL WITH 6D CEMENT
COATED BOX NAILS SPACED 6 IN. OC AT PERIMETER OF
PANELS AND 12 IN. OC ALONG INTERIOR STUDS.
6 EXTERIOR FACINGS
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS. ONE OF THE FOLLOWING
EXTERIOR FACINGS IS TO BE APPLIED OVER THE SHEATHING:
D. CEMENTITIOUS STUCCO — PORTLAND CEMENT OR
SYNTHETIC STUCCO SYSTEMS WITH SELF-FURRING METAL
LATH OR ADHESIVE BASE COAT. THICKNESS FROM 3/8 TO 3/4
IN., DEPENDING ON SYSTEM.
H. FIBER-CEMENT SIDING — FIBER-CEMENT EXTERIOR
SIDINGS INCLUDING SMOOTH AND PATTERNED PANEL OR LAP
SIDING.
I. WALL AND PARTITION FACINGS AND ACCESSORIES* —
STONE VENEER IS MORTAR BONDED TO A LATH, SCRATCH
COAT AND WATER RESISTANT BARRIER APPLIED TO
SHEATHING, INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS INSTALLATION INSTRUCTIONS, AND
MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES.
NON-BEARING WALL PARTITION INTERSECTION—
(OPTIONAL) TWO NOMINAL 2 BY 4 IN. STUD OR NOMINAL 2 BY
6 IN. STUD NAILED TOGETHER WITH TWO 3IN. LONG 10D
NAILS SPACED A MAX. 16 IN. OC. VERTICALLY AND FASTENED
TO ONE SIDE OF THE MINIMUM 2 BY 4 IN. STUD WITH 3 IN.
LONG 10D NAILS SPACED A MAX 16 IN. OC. VERTICALLY.
INTERSECTION BETWEEN PARTITION WOOD STUDS TO BE
FLUSH WITH THE 2 BY 4 IN. STUDS. THE WALL PARTITION
WOOD STUDS ARE TO BE FRAMED BY WITH A SECOND 2 BY 4
IN. WOOD STUD FASTENED WITH 3 IN. LONG 10D NAILS
SPACED A MAX. 16 IN. OC. VERTICALLY. MAXIMUM ONE NONBEARING WALL PARTITION INTERSECTION PER STUD CAVITY.
NON-BEARING WALL PARTITION STUD DEPTH SHALL BE AT A
MINIMUM EQUAL TO THE DEPTH OF THE BEARING WALL.
3 JOINTS AND FASTENER HEADS
GYPSUM BOARD JOINTS COVERED WITH TAPE AND JOINT
COMPOUND. FASTENER HEADS COVERED WITH JOINT
COMPOUND.
THROUGH PENTRATION @ WALL
FRAMING
6 INSULATION
INTERIOR
SHEATHING
BASE TRIM
FLASHING
SIDING
FLASHING AND SEALANT
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
CONCRETE WALK SURFACE,
MIN 2% SLOPE
WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
2"
1/2" EXPANSION JOINT
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
CONCRETE WALK SURFACE,
MIN 2% SLOPE
WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
2"
7/8" THICK STUCCO FINISH:
METAL LATH BELOW
SCRATCH, BROWN AND FINISH
COAT PER CRC R703.7
1/2" EXPANSION JOINT
NOTE: PROVIDE 26 GA (MIN) CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH MINIMUM VERTICAL FLANGE. THE WEEP SCREEN SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING [CRC R703.7.2.1]
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
CONCRETE WALK SURFACE,
MIN 2% SLOPE
WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
2"
MORTAR SETTING BED
OVER SCRATCH COAT
1/2" EXPANSION JOINT
STONE VENEER
39 1/4"
32"
39 1/4"
32"
SHOWER
SIDE WALLS BACK WALL
TOILET
39 1/4"
32"
39 1/4"
32"
36" MIN. 54" MIN.
1. 2.
NOTES:
PROVIDE REINFORCEMENT FOR AGING-IN-PLACE DESIGN
AND FALL PREVENTION AS REQUIRED BY CRC R327.1.1
INFORMATION AND/OR DRAWINGS IDENTIFYING THE
LOCATION OF GRAB BAR REINFORCEMENT SHALL BE
PLACED IN THE OPERATION AND MAINTENANCE MANUAL
IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, CHAPTER 4, DIVISION 4.4.
[R327.1.1.1 CRC]
FRONT SIDE
39 1/4"
32"
39 1/4"
6"
BATHTUB
SIDE WALLS BACK WALL
REINFORCEMENT AREA,
TYP.
1. 2.
NOTES:
WATER CLOSETS SHALL HAVE 15 INCHES TO ANY WALL OR
OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24-
INCH CLEAR SPACE IN FRONT. [ 402.5 CPC]
SHOWER COMPARTMENTS SHALL BE NOT LESS THAN 1,024
SQUARE INCHES AND ALSO BE CAPABLE OF
ENCOMPASSING A 30-INCH DIAMETER CIRCLE. [ 408.6 CPC]
MIN.
15"
MIN.
15"
ø 2' - 6"
24"
EXTERIOR SHEATHING
INSULATION
SIDING
WOOD FRAMING, SEE
STRUCT.
INTERIOR
SHEATHING
CORNER TRIM
SIDING AT OUTSIDE CORNER
2 LAYERS WEATHER
RESISTIVE BARRIER
EXTERIOR INTERIOR
INTERIOR
INTERIOR EXTERIOR
SHEATHING
EXTERIOR SHEATHING
INSULATION
7/8" THICK STUCCO FINISH:
METAL LATH BELOW SCRATCH,
BROWN AND FINISH COAT PER
CRC R703.7
WOOD FRAMING, SEE
STRUCT.
2 LAYERS WEATHER
RESISTIVE BARRIER
STUCCO AT INTSIDE CORNER
NOTE: PROVIDE 2 LAYERS OF GRADE D PAPER UNDER STUCCO WHEN OVER WOOD SHEATHING. [CRC R703.7.3]
INTERIOR
EXTERIOR INTERIOR
SHEATHING
EXTERIOR SHEATHING
INSULATION
STONE VENEER
WOOD FRAMING, SEE
STRUCT.
STONE VENEER AT INSIDE CORNER
2 LAYERS WEATHER
RESISTIVE BARRIER
MORTAR SETTING BED
OVER SCRATCH COAT
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
DETAILS
A-5.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - SIDING (INSIDE CORNER) 1A
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - STONE VENEER (OUTSIDE CORNER)
SCALE: 1 1/2" = 1'-0" 3B PLAN DETAIL - STUCCO (OUTSIDE CORNER) 2B SCALE: 1 1/2" = 1'-0"
BASE DETAILS - SIDING AT GRADE 4B SCALE: 1 1/2" = 1'-0"BASE DETAILS - STUCCO AT GRADE 5B SCALE: 1 1/2" = 1'-0"BASE DETAILS - STONE VENEER AT GRADE 6B
REVISIONS
NO. DATE DESCRIPTION
0 SCALE:
6" 1' - 0" 2' - 0"
1 1/2" = 1' - 0"
SCALE: 1 1/2" = 1'-0"
7 FIRE RESISTIVE 1- HOUR
WOOD FRAMED WALLS
SCALE: 1 1/2" = 1'-0"
BASE DETAILS - SIDING AT PAVED WALK 4A SCALE: 1 1/2" = 1'-0"BASE DETAILS - STUCCO AT PAVED WALK 5A SCALE: 1 1/2" = 1'-0"BASE DETAILS - STONE VENEER AT PAVED WALK 6A SCALE: 1/4" = 1'-0"
9 REINFORCEMENT DETAILS
SCALE: 1/4" = 1'-0"
BATHROOM CLEARANCE DIAGRAMS
8 SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - SIDING (OUTSIDE CORNER) 1B
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - STUCCO (INSIDE CORNER) 2A SCALE: 1 1/2" = 1'-0"PLAN DETAIL - STONE VENEER (INSIDE CORNER) 3A 382
ROOF SHEATHING
GUTTER WITH GUARD
1"X 12" FASCIA BOARD
TONGUE AND GROOVE SOFFIT
ROOFING FINISH MATERIAL
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE BARRIER
SHEATHING
CL
26 GA GSM EDGE FLASHING 3"
MIN. LAP OVER UNDERLAYMENT
AND 1" MIN. VERTICAL LAP
OVER EDGEBOARD
PER ROOF PLAN
BLOCKING, TYP.
TRIM (AT CRAFTSMAN STYLE)
GUTTER WITH GUARD
1"x 6" FASCIA BOARD
ROOFING FINISH MATERIAL
CL
PLAN
PER ROOF
26 GA GSM EDGE FLASHING 3"
MIN. LAP OVER UNDERLAYMENT
AND 1" MIN. VERTICAL LAP
OVER EDGEBOARD
BLOCKING, TYP.
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE BARRIER
SHEATHING
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
FASCIA BOARD
ROOFING FINISH
MATERIAL
SOFFIT
PER ROOF PLAN
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE
BARRIER
SHEATHING
CL
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
1" X 6" FASCIA BOARD
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
ROOFING FINISH
MATERIAL
CL
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
1"x12" FASCIA BOARD
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
ROOFING FINISH MATERIAL
SOFFIT
PER ROOF PLAN
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE
BARRIER
SHEATHING
CL
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
1"x12" FASCIA BOARD
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
ROOFING FINISH MATERIAL
SOFFIT
PER ROOF PLAN
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE
BARRIER
SHEATHING
MAX.
9"
CL
ROOFING FINISH MATERIAL
ROOF SHEATHING AND
FRAMING PER STRUCTURAL
26 GA GSM EDGE FLASHING 3" MIN. LAP
OVER UNDERLAYMENT AND 1" MIN.
VERTICAL LAP OVER EDGEBOARD
FASCIA BOARD
LEDGER BOARD, TYP.
REFER TO STRUCT.
4" MIN.
METAL FLASHING, RETURN UP
WALL BEHIND WEATHER
RESISTIVE BARRIER
EXTERIOR WALL FINISH PER
ELEVATION
SHEATHING
WEATHER RESISTIVE BARRIER
DRIP EDGE
6' -8" MIN
WHEN WALKING SURFACE BELOW
6' -8" MIN
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
ROOF RAFTERS, REF STRUCT.
ROOF SHEATHING
AIR- IMPERMEABLE INSULATION IN
CONTACT WITH SHEATHING WITH
REQ'D R-VALUE
GYPSUM BOARD, REF PLANS
ROOF RAFTERS, REF STRUCT.
ROOF SHEATHING
AIR- IMPERMEABLE INSULATION IN
CONTACT WITH SHEATHING WITH
REQ'D R-VALUE
GYPSUM BOARD, REF PLANS
AIR-PERMEABLE INSULATION
INSTALLED DIRECTLY UNDER THE
STRUCTURAL SHEATHING
ROOF RAFTERS, REF STRUCT.
ROOF SHEATHING
AIR- IMPERMEABLE INSULATION IN
CONTACT WITH SHEATHING WITH
REQ. R-VALUE
GYPSUM BOARD, REF PLANS
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
ROOF DETAILS
A-5.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
SCALE: 1" = 1'-0"
CRAFTSMAN/ MODERN FARMHOUSE EAVE 1.1
SCALE: 1" = 1'-0"
MONTEREY EAVE 1.2
SCALE: 1" = 1'-0"
CRAFTSMAN/ MODERN FARMHOUSE GABLE 2.1
SCALE: 1" = 1'-0"
MONTEREY GABLE 2.2
SCALE: 1" = 1'-0"
CRAFTSMAN GABLE (FRONT) 3.1
SCALE: 1" = 1'-0"
3 - MODERN FARMHOUSE GABLE (FRONT) 3.3
SCALE: 1" = 1'-0"
4 - MONTEREY AWNING
4 REVISIONS
NO. DATE DESCRIPTION
0 SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
B SCALE: 1" = 1'-0"
INSULATION AT UNVENTED ROOF ASSEMBLY -
IMPERMEABLE INSULATION ONLY
SCALE: 1" = 1'-0"
INSULATION @ UNVENTED ROOF ASSEMBLY - BOTH TYPES
A
SCALE: 1" = 1'-0"
INSULATION @ UNVENTED ROOF ASSEMBLY - OVER/ UNDER
C
383
PORCH POST PER
STRUCTURAL
CONCRETE FOOTING, REFER
TO STRUCT.
2x10 MIN. TRIM BAND.
CAULK W/ W.P SEALANT
CONCRETE OR STONE CAP
STONE VENEER
FULLY GROUTED CMU,
REFER TO STRUCT. MIN. 8"
DRIP EDGE
2"
3' - 0"
PORCH POST PER
STRUCTURAL
CONCRETE FOOTING,
REFER TO STRUCTURAL
PLANS
COLUMN BASE PER
STRUCTURAL
8"
3' - 0" 2"
NEWEL POST
1" X 1" PICKETS AT 4 1/2" O.C.
2' - 10"
STONE CAP
STONE VENEER OVER
CMU PER STRUCTURAL
BRACKETS
4' - 0"
5"X5" INTERMIDIATE POST
2"X3" RAIL, TYP.
3' - 2"
NOTE: RAILING SHALL NOT HAVE OPENINGS THAN
ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
DETAILS
A-5.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
REVISIONS
NO. DATE DESCRIPTION
SCALE: 1" = 1'-0"
CRAFTSMAN PORCH POST BASE 5.1
SCALE: 1" = 1'-0"
MODERN FARMHOUSE POST BASE 5.3
SCALE: 1" = 1'-0"
7 - RAILING - CRAFTSMAN
7 384
GENERAL WINDOW NOTES
1. 2.
3. 4.
5. 6.
A.
B.
C.
a.
b.
D.
E.
F.
7. 8.
REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO FLOOR PLANS FOR LOCATION OF DOORS AND
DIRECTION OF DOOR SWING.
CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR
TO FABRICATION OF ROUGH OPENINGS.
ALL GLAZING, INCLUDING GLAZED DOORS AND GLAZED
OPENINGS WITHIN EXTERIOR DOORS, SHALL BE INSULATING
GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE.
TEMPERED GLASS SHALL BE PERMENENTLY IDENTIFIED AND
VISIBLE WHEN THE UNIT IS GLAZED.
EXTERIOR FIRE RATED DOORS SHALL COMPLY WITH ONE OF
THE FOLLOWING PER CBC 2022 708A.3:
THE EXTERIOR SURFACE OR CLADDING SHALL BE OF
NONCUMBUSTIBLE MATERIAL
THE EXTERIOR SURFACE CLADDING SHALL BE OF
IGNITION-RESISTANT MATERIALS
THE EXTERIOR DOOR SHALL BE CONSTRUCTED OF SOLID
CORE WOOD THAT COMPLIES WITH THE FOLLOWING
REQUIREMENTS:
THICK
PANELS SHALL NOT BE LESS THAN 1 ¼” THICK,
EXCEPT FOR THE EXTERIOR PERIMETER OF THE
PANEL THAT SHALL BE PERMITTED TO TAPER TO
A TONGUE NOT LESS THAN 3/8” THICK.
THE EXTERIOR DOOR ASSEMBLY SHALL HAVE A FIRERESISTANCE RATING OF NOT LESS THAN 30 MINUTES WHEN TEST ACCORDING TO NFPA 252.
THE EXTERIOR SURFACE CLADDING SHALL BE TESTED TO
MEET THE PERFORMANCE REQUIREMENTS WHEN TESTED
IN ACCORDANCE WITH ASTM E2707
THE EXTERIOR SURFACE OR CLADDING SHALL BE TESTED
TO MEET THE PERFORMANCE REQUIREMENTS OF SFM
STANDARD 12-7A-1.
GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING,
SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A
HAZARDOUS LOCATION [CRC SECTION R308.4]. PROVIDE
SAFETY GLAZING.
GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL
ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE
HAZARDOUS WHERE THE NEAREST VERTICAL EDGE IS WITHIN A
24” OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR
IN A CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN
60” ABOVE THE WALKING SURFACE [CRC SECTION R308.4.2]
GENERAL DOOR NOTES
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
A.
B.
C.
D.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.
REFER TO ELEVATIONS FOR DIRECTION OF OPERATION OF
WINDOWS.
PROVIDE ALL OPERABLE WINDOWS WITH SCREENS.
CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR
TO FABRICATION OF ROUGH OPENINGS.
REFER TO ENERGY COMPLIANCE REPORTS FOR U-FACTOR,
SHGC AND ADDITIONAL WINDOW REQUIREMENTS.
WINDOWS MUST HAVE A FRAME AND SASH COMPRISED OF
WELDED CORNERS, METAL REINFORCEMENT IN THE INTERLOCK
AREA.
ALL GLAZING SHALL BE INSULATING GLASS UNITS WITH A
MINIMUM OF ONE TEMPERED PANE.
TEMPERED GLASS SHALL BE PERMENENTLY IDENTIFIED AND
VISIBLE WHEN THE UNIT IS GLAZED.
GLAZING IN WALLS ADJACENT TO BATHTUB AND OR SHOWER,
WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR
WALKING SURFACE, SHALL BE SAFETY GLAZING. [CRC SECTION
R308.4.5]
EMERGENCY ESCAPE AND RESCUE WINDOWS SHALL HAVE A
CLEAR OPENING WITH THE BOTTOM OF THE CLEAR OPENING
NOT GREATER THAN 44" AFF, MIN. THE NET CLEAR OPENING FOR EMERGENCY ESCAPE SHALL BE 5.7 S.F. (5 S.F. MIN. AT GROUND FLOOR). MINIMUM NET CLEAR OPENING DIMENSIONS: HEIGHT:
24", WIDTH: 20". [CRC SECTION R310.2]
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN
DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT HAVING A MINIMUM WIDTH OF 36” THAT OPENS TO A PUBLIC WALL [CRC SECTION 310.1]
ALL GLAZING SHALL MEET TITLE 24 ENERGY REQUIREMENTS.
FIRE RATED EXTERIOR WINDOWS AND EXTERIOR GLAZED DOOR
ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING
REQUIRMENTS PER CBC 708A.2.1:
BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM
OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF
SECTION 2406 SAFETY GLAZING
BE CONSTRUCTED OF GLASS BLOCK UNITS
HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20
MINUTES WHEN TESTED ACCORDING TO NFPA 257
BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS
OF SFM STANDARD 12-7A-2.
15. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E1300.
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
BCD
6' - 8"6' - 8"6' - 8"
1 3/4"
SCHDL
REF 1 3/4" 1 3/4"
SCHDL
REF 1 3/4" 1 3/4"
SCHDL
REF 1 3/4"
E
1 3/4"
SCHDL
REF 1 3/4"
6' - 8"
A
(CRAFTSMAN)
A
(MONTEREY)
A
(MODERN
FARMHOUSE)
6' - 8"
5 1/2" 3' - 0" 5 1/2"
6' - 8"6' - 8"
4 1/2" 3' - 0" 4 1/2" 5 1/2" 3' - 0" 5 1/2"
TRIM,
TYP.
TRIM,
TYP.
TRIM,
TYP.
4/A-6.1
5/A-6.1
4/A-6.1
5/A-6.1
4/A-6.1
5/A-6.1
A
(MONTEREY)
A
(MODERN FARMHOUSE)
3' - 6" 5 1/2"
A
(CRAFTSMAN)
3 1/2" 3' - 0" 3 1/2"
3 1/2"
3' - 6" 3 1/2"
5 1/2"
3' - 0"
5 1/2"
5 1/2" 3' - 6" 5 1/2"
B
(MONTEREY)
B
(MODERN FARMHOUSE)
HEAD HEIGHT
6' - 8" TYP.
B
(CRAFTSMAN)
5 1/2" 3' - 0" 5 1/2"
5 1/2" 2' - 8"
5 1/2"
3 1/2" 2' - 8" 3 1/2"
3 1/2" 1' - 6" 3 1/2"
5 1/2" 2' - 8" 5 1/2"
5 1/2" 1' - 6" 5 1/2"
5 1/2"
1' - 6"
5 1/2"
HEAD HEIGHT
6' - 8" TYP.
TRIM, TYP.
TRIM, TYP.
1/A-6.1
6/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
SILL
3' - 2" TYP.
NOTE: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FINISH FLOOR. [CRC R310.2]
EXTERIOR SHEATHING
WALL FRAMING. SEE
STRUCT.
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER, MIN 6" OVER
FLASHING
WINDOW
EXTERIOR TRIM
SEALANT AND
BACKER ROD
EXTERIOR INTERIOR
EXTERIOR SHEATHING
WALL FRAMING, SEE
STRUCT.
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER, MIN 6" OVER
FLASHING
DOOR AND FRAME
EXTERIOR TRIM
SEALANT, ALL
SIDES OF TRIM
EXTERIOR INTERIOR
EXTERIOR
SHEATHING
WALL FRAMING
(SEE STRUCT.)
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER
WINDOW
TRIM, SEALANT
ALL SIDES
SEALANT AND
BACKER ROD
EXTERIOR
INTERIOR
DOOR
EXTERIOR
SHEATHING
WALL FRAMING
(SEE STRUCT.)
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER TRIM, SEALANT
ALL SIDES
SEALANT AND
BACKER ROD
EXTERIOR
SHEATHING
WALL FRAMING
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER
WINDOW
SLOPED TRIM
SEALANT AND
BACKER ROD
SILL FLASHING
EXTERIOR
SHEATHING
WALL FRAMING
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER
WINDOW
CONCRETE OR
STONE SILL
SEALANT AND
BACKER ROD
SILL FLASHING
EXTERIOR INTERIOR
SHEET METAL FLASHING,
SOLDER ALL JOINTS
TYP.
4" LAP
2" MIN.
1/4"
6" MIN.
FLASHING PAPER, MOISTOP
FLASHING OR EQUAL (9" WIDE
MIN.) O/ NAILING FIN @ TOP OF
WINDOWS (HEAD) TYP. TWO
CONTINUOUS BEADS OF
MOISTOP SEALANT OR EQUAL
UNDER FLASHING PAPER (1) O/
NAILING FIN AND (1) AT TOP OF
FLSHING PAPER TYP.
FLASHING PAPER, SELF
SEALING MEMBRANE, (9" WIDE
MIN., 12" WIDE TYP. AT JAMBS)
O/ WOOD FRAMING AND UNDER
NAILING FIN AT SIDE OF
WINDOWS (JAMB) TYP.
WINDOW
NAILING FIN.
31 22
••••••••9" MOIST STOP FLASHING PAPER TYP. OF FLASHING PAPER
THE ACTUAL NUMBER OF FLASHING PIECES REQUIRED IS DETERMINED BY THE RADIUS OF THE OPENING AND THE SIZE OF THE FLASHING. (9" WIDE FLASHING MIN.) APPLY A CONTINUOUS BEAD OF SEALANT COMPLYING WITH AAMA 800 TO THE BACKSIDE (INTERIOR) OF THE WINDOW MOUNTING FLANGES
AT WINDOW HEAD, JAMBS AND SILL ALL CORROSIVE RESISTANT FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3" O.C. AND NOT MORE THAN 16" O.C.
FASTENERS SHALL BE WITHIN 10" FROM CORNERS.
NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW REFER TO AAMA 2400-10 STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH
MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS
PROVIDE SOLID BLOCKING AT ALL FLASHING LOCATIONS
NOTES:
# INDICATES SEQUENCE
FOR INSTALLATION
SHEET METAL FLASHING,
SOLDER ALL JOINTS OR
PROVIDE SELF ADHERING
WATERPROOFING
TYP.
4" LAP
1"
6" 6"
6 3/4"
1/2"
WATER RESISTIVE
BARRIER/ LATH PAPER UP
AND UNDER FLASHING
(6" LAP MIN).
* LOUVER SHALL PROVIDE MINIMUM 100 SQUARE INCHES FOR MAKEUP AIR (CMC 504.4.1) Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
WINDOW AND DOOR SCHEDULES & DETAILS
A-6.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
DOOR SCHEDULE
DOOR
NUMBER TYPE
SIZE
THICK. DOOR MATERIAL
FRAME
HEIGHT WIDTH MATERIAL U-FACTOR SHGC COMMENTS
1A 6' - 8" 3' - 0" 1 3/4" VINYL/ GLASSV VINYL 0.300 0.23 EXTERIOR, REF GENERAL DOOR NOTE #7 2B 6' - 8" 3' - 0" 1 3/4" HOLLOW WD WD
3B 6' - 8" 3' - 0" 1 3/4" HOLLOW WD WD
4B 6' - 8" 2' - 8" 1 3/4" HOLLOW WD WD
5B 6' - 8" 2' - 8" 1 3/4" HOLLOW WD WD
6C 6' - 8" 2' - 6" 1 3/4" HOLLOW WD WD LOUVERED*
7D 6' - 8" 8' - 0" 1 3/4" HOLLOW WD WD
7.1E 6' - 8" 3' - 0" 1 3/4" HOLLOW WD WD DOOR ALTERNATIVE FOR WALK-IN
CLOSET SELECTION
8D 6' - 8" 8' - 0" 1 3/4" HOLLOW WD WD
WINDOW SCHEDULE
TYPE HEIGHT WIDTH
HEAD
HEIGHT
FRAME
MATERIAL OPERATION FACTOR SHGC COMMENTS
A 3' - 6" 3' - 0" 6' - 8" VINYL CASEMENT 0.300 0.23 B 1' - 6" 2' - 8" 6' - 8" VINYL AWNING 0.300 0.23 0 SCALE:
3" 6" 1' - 0"
3" = 1' - 0"
SCALE: 1/4" = 1'-0"
DOOR ELEVATIONS
SCALE: 1/4" = 1'-0"
WINDOW ELEVATIONS
SCALE: 3" = 1'-0"
WINDOW HEAD
1 SCALE: 3" = 1'-0"
DOOR HEAD
4 SCALE: 3" = 1'-0"
WINDOW JAMB
2 SCALE: 3" = 1'-0"
DOOR JAMB
5 SCALE: 3" = 1'-0"
WINDOW SILL
3 SCALE: 3" = 1'-0"
WINDOW SILL - CRAFTSMAN
6 SCALE: 3" = 1'-0"
DOOR THRESHOLD FLASHING
8 SCALE: 3" = 1'-0"
WINDOW FLASHING
9 SCALE: 3" = 1'-0"
WINDOW SILL FLASHING
7 REVISIONS
NO. DATE DESCRIPTION
385
MECHANICAL/PLUMBING NOTES EXHAUST DUCTS AND DRYER VENTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS INSULATE ALL HOT WATER PIPES. CAL ENERGY CODE 150.0(j) (2), and CPC 609.11) SMOKE DETECTORS MUST BE PERMANENTLY WIRED. IN NEW CONSTRUCTION, REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVER CURRENT PROTECTION. WHERE WATER CLOSET COMPARTMENT IS INDEPENDENT OF THE BATHROOM OR SHOWER AREA, A FAN WILL BE REQ. IN EACH AREA. BATHROOMS SHALL HAVE AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR, MIN. 50 CFM CAPACITY. (CRC R303.3.1) THE MAX. AMOUNT OF WATER CLOSETS ON A 3" HORIZONTAL DRAINAGE SYSTEM LINE IS 5 (CPC TABLE 703.2) PROVIDE GAS LINES WITH A MN. CAPACITY OF 200,000BTU FOR WATER HEATER. (CAL ENERGY CODE 150.0(N)). WHERE WHOLE HOUSE FANS ARE USED IN BATHROOM AREAS, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO HUMIDITY CONTROL SENSOR. (CAL GREEN 4.506.1) ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR HAVING A MIN. CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE THE BLDG. ( CRC R303.3, CAL GREEN 4.505.1, CBC 1203 .5.2.1, CMC 402.5 1. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MIN. OF R-6. (CAL ENERGY CODE TABLE 150.1-A) ENVIRONMENTAL AIR DUCTS SHALL TERMINATE MIN. 3 FEET FROM PROPERTY LINE OR OPENINGS INTO BLDG., AND 10' FROM A FORCED AIR INLET. (CMC 502.2.1) ALL HOSE BIBS ARE TO HAVE VACUUM BREAKERS. (CPC603.5.7) THE MAX. AMOUNT OF WATER CLOSETS ON A 3" VERTICAL DRAINAGE LINE IS 5. (CPC TABLE 703.2) PROVIDE A CONDENSATE DRAIN NO MORE THAN 2" ABOVE THE BASE OF THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0 (N). 10. ISOLATION VALVES ARE REQ. FOR TANKLESS WATER HEATERS ON THE HOT AND COLD SUPPLY LINES WITH HOSE BIBS ON EACH VALVE, TO FLUSH THE HEAT EXCHANGER. (CAL ENERGY CODE 110.3(7). 13. 14. 15. ALL EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. (CENC 150(K) 2B) PLUMBING FIXTURES AND FITTINGS INSTALLED IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE REQ. OF SECTIONS 4.303.1.1 THROUGH 4.303.1.4.4. PLUMBING FIXTURES AND FITTINGS REQ. IN SECTION 4.303.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND SHALL MEET THE THE APPLICABLE REFERENCE STANDARDS. 16. 17. 10. 11. 12. 13. 15. 17. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED, THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. (CENC 150(K) 2B) A MINIMUM OF ONE HIGH EFFICIENCY LUMINAIRE SHALL BE INSTALLED IN BATHROOM CONTROLLED BY AN OCCUPANT AND VACANCY SENSOR PROVIDING AUTOMATIC -OFF FUNCTIONALLY (CENC 150 .0(K)21) LAUNDRY AREA SHALL AT LEAST 1-20 AMP DEDICATED BRANCH CIRCUIT (CEC 210 .11 (C)(2) A DEDICATED 125V, 20AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRICAL PANEL WITH A 120 240 -VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS (CENC 150.0(N)1A) ELECTRICAL RECEPTACLE OUTLETS IN BATHROOM MUST BE NO MORE THAN 48 INCHES OR LESS THAN 15-INCHES MEASURE FROM THE FINISHED FLOOR. DOORBELL BUTTON MUST BE INSTALLED NO MORE THAN 48 INCHES FROM EXTERIOR FLOOR. 18. 14. PROVIDE A DEDICATED CIRCUIT FOR THE A.C./FAU (CEC 422.12) LUMINAIRE EFFICACY - ALL INSTALLED LUMINAIRES SHALL MEET THE REQUIREMENTS OF 2022 BUILDING ENERGY EFFICIENCY STANDARDS TABLE 150.0-A PER SECTION 150.0(K). 19. (S) ENERGY STORAGE SYSTEMS (ESS) READY. ALL SINGLE-FAMILY RESIDENCES THAT INCLUDE ONE OR TWO DWELLING UNITS SHALL MEET THE FOLLOWING. ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE: 1. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: A. ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED-UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH CIRCUITS, OR B. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN ONE INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED “SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS.” 2. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS, AND AT LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET. 3. THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS. 4. SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. (U) ELECTRIC COOKTOP READY. SYSTEMS USING GAS OR PROPANE COOKTOP TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.” ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” (V) ELECTRIC CLOTHES DRYER READY. CLOTHES DRYER LOCATIONS WITH GAS OR PROPANE PLUMBING TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.” ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” (T) HEAT PUMP SPACE HEATER READY. SYSTEMS USING GAS OR PROPANE FURNACE TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.” ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE HEAT PUMP SPACE HEATER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” ELECTRIC READY NOTES: 2022 ENERGY EFFICIENCY STANDARDS 150.0 PER CEC 2022 150.0(N).1.A.: IF THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER, THEN THIS SPACE SHALL INCLUDE THE FOLLOWING:A DEDICATED 125 VOLT, 20 AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH A 120/240 VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND · BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORD "SPARE" AND BE ELECTRICALLY ISOLATED; AND· A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER FOR THE BRANCH CIRCUIT IN A ABOVE AND LABELED WITH THE WORDS "FUTURE 240V USE"; AND· A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. 16. ELECTRICAL NOTES (CONT'D) ALL HOSE CONNECTIONS SHALL BE EQUIPPED WITH NON-REMOVABLE BACK FLOW PREVENTERS. [CPC 603.3.3] 18. ELECTRICAL NOTES 1. 2. 3. 4. 5. 6. 7. RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH CEC ARTICLE 210.52. & CRC SECTION R327.1.2. TAMPER RESISTANT RECEPTACLE OUTLET LOCATIONS SHALL COMPLY W/ NEC ART. 210-52 AND 550.13 (I.E. ALL RECEPTACLES IN A DWELLING). PER LIGHTING MEASURES 150(K)4 N T-24, THE BEDROOMS, HALLWAY, LIVING ROOM AND OFFICE ARE REQUIRED TO HAVE ANY INSTALLED FIXTURE TO BE ON A DIMMER SWITCH AND THE FIXTURE NEEDS TO BE HIGH EFFICACY. OUTDOOR LIGHTING FIXTURES ARE REQUIRED TO BE HIGH EFFICACY AND CONTROLLED BY A COMBINATION PHOTOCONTROL / MOTION SENSOR. ARC-FAULT PROTECTION FOR ALL OUTLETS (NOT JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 210.12(A): KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, HALLS, ETC. ALL BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED PER NEC ART. 210-12(B). MINIMUM OF 2–20-AMP CIRCUITS ARE REQUIRED TO SERVE THE KITCHEN COUNTERTOP OUTLETS. THESE CIRCUITS MAY ALSO SERVE THE PANTRY, BREAKFAST ROOM, DINING ROOM OR OTHER SIMILAR AREAS (210.52(B)(1) CEC) BATHROOM CIRCUITING SHALL BE EITHER: a) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM. b) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS PER NEC ART. 210-11(c)3. ALL 125-VOLT, SINGLE-PHASE, 15- AND 20- AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, LAUNDRY AREA, KITCHEN DISHWASHERS, KITCHEN COUNTERS AND AT WET BAR SINKS, WITHIN 6' OF A SINK, SHALL BE GFCI PROTECTED PER NEC ART. 210-8(A). WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS (OUTSIDE) NEC 406.4(D)(6) 8. 9. SMOKE DETECTORS MUST BE PERMANENTLY WIRED. IN NEW CONSTRUCTION, REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. A RECEPTACLE OUTLET MUST BE INSTALLED IN EVERY ROOM SO THAT NO POINT ALONG THE WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY ALONG THE FLOOR LINE FROM A RECEPTACLE OUTLET CEC 210.52(A) gas service information:
X SELECTION UPGRADED SERVICE EXISTING SERVICE TO REMAIN NEW SERVICE ALL ELECTRICAL PROPANE "FIRE CLEARANCE REQUIRED" SIZE OF EXISTING SERVICE______________ SIZE OF NEW SERVICE______________________ electrical service information:X SELECTION UPGRADED SERVICE EXISTING SERVICE TO REMAIN (LOAD CALCS FOR THE EXISTING DWELLING IS REQUIRED) NEW SERVICE (NEW ADDRESS REQUIRED) SIZE OF EXISTING SERVICE______________ SIZE OF NEW SERVICE______________________ CONTACT SERVICE PROVIDER, REGARDING ELECTRIC SERVICES TO THIS DETACHED ADU. EXISTING SERVICE UPGRADE OR NEW SERVICE WILL REQUIRE A SEPARATE PERMIT FROM THE CITY OF EASTVALE. SPECIFICATIONS FOR EQUIPMENT SHALL BE KEPT ON SITE TO PROVIDE TO THE CITY OF EASTVALE BUILDING INSPECTOR ELECTRICAL SERVICE CHECKLIST GAS SERVICE CHECKLIST EXAMPLE GAS PIPE DIAGRAM DRAINAGE AND VENT PIPE DIAGRAM 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant MEP.0 Mechanical/ Electrical/ Plumbing General Notes 27 February 2026 30 January 2026 386
MECHANICAL / PLUMBING PLAN 1/4"=1'-0" WD
REF. DWLIVING BEDROOM BATH BATH BEDROOM CLOSET CLOSET KITCHEN WH MP1 MP1 MP2 MP7 MP6 MP5 MP13 MP3 MP6 MP14 MP6 MP9 MP1 MP6 MP2 MP7 MP5 MP8 MP10 MP11 MP4 MP12 MP15 MP9 MP2 MP16 MP1 IAQ FAN WD REF. DWLIVING BEDROOM BATH BATH BEDROOM CLOSET CLOSET KITCHEN WH ELECTRICAL PLAN 1/4"=1'-0" E1 E1 E5 E7 E10 E3E8E9 E14 E15 E4 E11 E5 E16 E16 E2 E13 E6 E6 E4 E4 E12 E6 E11 E7 E17 E19 E20 E18 EXHAUST HOOD ABOVE/ TO BE SMOOTH METALLIC INTERIOR SURFACE (CMC 504.3) HOSE BIB CONTROL VALVES IN SHOWERS, BATHTUBS, & BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIX VALVES WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE THAN 1.28 GAL. OF WATER PER FLUSH, LAVATORIES LIMITED TO 1.2 GPM, KITCHEN FAUCETS NOT TO EXCEED 1.8 GPM AT 60 PSI THEY CAN INCREASE THE FLOW MOMENTARILY BUT CANT EXCEED 2.2GALLONS PER MIN. AT 60 PSI AND MUST DEFAULT TO A MAX. FLOW RATE OF 1.8GALLONS PER MIN AT 60 PSI., AND SHOWERS NOT EXCEED 1.8 GPM. AT 80 PSI AND ALL SHALL BE CERTIFIED TO MEET THE PERFORMANCE CRITERIA OF THE EPA WATERSENCE SPECIFICATIONS FOR SHOWERHEADS. CPC SECTIONS 407, 408, 411, 412 AND SECTION 301.1.1 CALGREEN CODE AND CIVIL CODE 1101.3(c) MINIMUM OF 3 FT CLEARANCE TO ANY OPENING INTO BUILDING FOR EXHAUST FAN TERMINATIONS MP1 CLEARANCE FOR WATER CLOSET TO BE A MIN. OF 24" IN FRONT, AND 15" FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5) NEW NEEA RATED 40 GAL. HEAT PUMP WATER HEATER, RHEEM PROPH40-T2-RH375-SO (40 GA, JA13), TO HAVE CONDENSATE DRAIN INSTALLED NO HIGHER THAN 2' ABOVE THE BASE OF THE HEATER THAT ALSO ALLOWS GRAVITY DRAINAGE INDOOR UNIT MINI SPLIT SYSTEM. OUTDOOR CONDENSING UNIT ON A CONCRETE OR OTHER APPROVED BASE EXTENDING NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND LEVEL TO BE PIPED TO INDOOR HVAC UNIT THE 1/2" SIZE HOT WATER PIPE TO THE KITCHEN SINK AND THE COLD WATER PIPE WITHIN 5' OF WATER HEATER BOTH REQUIRE 1" INSULATION ALL DOMESTIC HOT WATER PIPING TO HAVE THE FOLLOWING MINIMUM INSULATION INSTALLED: 12" PIPE (12" INSULATION); 34" PIPE (1" INSULATION); 1" TO 1-1/2" PIPE (1-1/2" INSULATION) DRYER EXHAUST OUTLET FROM DRYER TO EXHAUST DIRECTLY TO EXTERIOR MAX LENGTH 14' WITH MAXIMUM OF TWO 90° ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90-DEGREE ELBOW IN EXCESS OF TWO. EXHAUST VENT MUST TERMINATE A MIN. OF 3' FROM ANY OPENING. MIN. TYPE 1 CLOTHES DRYER EXHAUST DUCTS SHALL BE OF RIGID METAL & SHALL HAVE SMOOTH INTERIOR SURFACES. THE DIAMETER SHALL BE NOT LESS THAN 4 INCHES NOMINAL (100 MM), & THE THICKNESS SHALL BE NOT LESS THAN 0.016 OF AN INCH (0.406 MM). EXHAUST DUCTS & DRYER VENTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS NEW WATER HEATER TO BE INSTALLED ACCORDING TO MANUFACTURER'S REQUIREMENTS WITH T&P RELIEF VALVE AND DISCHARGE PIPE AT EXTERIOR. PROVIDE COMBUSTION AIR, CLEARANCES EQUAL TO ONE OPENING WITHIN 12 INCHES OF THE TOP OF THE ENCLOSURE AND ONE OPENING WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE. EACH OPENING SHALL HAVE A MINIMUM FREE AREA OF 1 IN2 PER 1,000 BTU, BUT NOT LESS THAN 100 IN2, FOR ENCLOSURES OPENING INDOORS. (506.3 (1) CPC), AND ALL OTHER SPECIFICATIONS PER MANUFACTURER REQUIREMENTS. NEW WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND THE HOT WATER PIPING LEAVING THE WATER HEATER COMPLETE WITH HOSE BIBS OR OTHER FITTINGS ON EACH VALVES FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED MECHANICAL / PLUMBING KEYNOTES MECHANICAL LEGEND EXHAUST FAN: MINIMUM 50 CFM TO BE DUCTED TO THE EXTERIOR AND SHALL PROVIDE FIVE AIR CHANGES PER HOUR; SECTION 1203.3. CFM AND NOISE RATING MAXIMUM 3 SONE FOR INTERMITTENT USE. SHALL BE ENERGY STAR RATED AND CONTROLLED BY A HUMIDISTAT CAPABLE OF AN ADJUSTMENT BETWEEN 50-80% HUMIDITY. ONE OR MORE FANS TO OPERATE CONTINUOUSLY AT REQUIRED CFM PER HERS NOTES ON T1.1(OR GREATER) TO PROVIDE INDOOR AIR QUALITY. AT THE IAQ FAN SWITCH, A LABEL CLEARLY DISPLAYING THE FOLLOWING OR EQUIVALENT TEXT IS REQUIRED: "THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE IT ON UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR. MECHANICAL DUCT SYSTEMS ARE SIZED, DESIGNED AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS.: 1. ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSI/ ACCA 2 MANUAL J-2011 OR EQUIVALENT. 2. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ ACCA I MANUEL D-2014 OR EQUIVALENT. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ ACCA 3 MANUAL S-2014 OR EQUIVALENT . RETURN AIR GRILLE, WALL MOUNTED SUPPLY AIR DIFFUSER, WALL MOUNTED THERMOSTAT ELECTRICAL KEYNOTES SUBPANEL LOCATION. ALTERNATE LOCATION TO BE DETERMINED BY OWNER OUTLET AT COUNTER HEIGHT - SHALL COMPLY WITH CEC ARTICLE 210.52(C): IN KITCHENS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE 12" OR WIDER; SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24"; ISLAND IN PENINSULAR COUNTERTOPS 12" X 24" LONG (OR GREATER) SHALL HAVE AT LEAST ONCE RECEPTACLE OUTDOOR LIGHTING FIXTURES ARE REQUIRED TO BE HIGH EFFICACY CONTROLLED BY A COMBINATION PHOTOCONTROL / MOTION SENSOR. DEDICATED DUAL GFCI AND AFCI 30 AMP/ 240V POWER FOR ELECTRIC DRYER AND 50 AMP MINIMUM FOR DEDICATED COOKTOP BRANCH CIRCUIT CONDUCTOR. EACH APPLIANCE COVER PLATE IS TO BE LABELED AS ELECTRIC READY. VERIFY REQUIREMENTS WITH APPLIANCE SPECIFICATIONS - ELECTRIC COOKTOP READY REQUIREMENTS ARE TO BE IMPLEMENTED, SEE SHEET MEP.0, ELECTRIC READY 150.0(u) FOR REQUIREMENTS OUTLET DEDICATED FOR INDOOR MINISPLIT UNIT WEATHER RESISTANT TYPE RECEPTACLES GFCI PROTECTED AND SHALL HAVE EXTRA DUTY COVERS OVER-CURRENT FEEDER TO EXTEND TO EXISTING PANEL- ALUMINUM CONDUCTOR BURIED UNDER GROUND WITH AWG ALLOWABLE VOLTAGE DROP PER CEC 250.4 OUTLET FOR NEW ELECTRIC HYBRID HEAT PUMP WATER HEATER WITHIN 3' OF WATER HEATER. SEE ELECTRICAL NOTE #16 ON MEP.0 FOR MORE INFORMATION SEPARATE GROUND ELECTRODE SYSTEM PER CEC 250.4 OUTDOOR CONDENSING UNIT RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF THE HEATING AIR-CONDITIONING, AND REFRIGERATION EQUIPMENT AND SHALL BE LOCATED ON THE SAME LEVEL AND WITHIN 25 FEET OF THE EQUIPMENT. THIS RECEPTACLE SHALL BE 125-VOLT, SINGLE PHASE, 15 OR 20 AMP RATED GFCI-WP PROTECTED. A DISCONNECTING MEANS CAPABLE OF DISCONNECTING AIR-CONDITIONING AND REFRIGERATING EQUIPMENT, INCLUDING MOTOR-COMPRESSORS AND CONTROLLERS FROM THE CIRCUIT CONDUCTOR IS REQUIRED WITHIN SIGHT FROM THE EQUIPMENT LOCATION PER CEC SECTION 440.11 ELECTRICAL LEGEND SD 3 SWITCHING POWER/DATA FIRE DETECTION LIGHTING TAMPER RESISTANT RECEPTACLE WALL MOUNTED, 110 V DUPLEX U.O.N. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR SWITCH, MOUNT AT 43" AFF THREE-WAY SWITCH CEILING FAN/LIGHT COMBO PHONE / DATA / MEDIA CIRCUIT WIRING CEILING, RECESSED, ZERO CLEARANCE IC RATED LED BULB R CEILING, WATERPROOF OUTLET MISC. 4 FOUR-WAY SWITCH CM CARBON MONOXIDE ALARM PERMANENTLY WIRED WITH BATTERY BACKUP PER SECTION R315. ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL O F THE ALARMS IN THE UNIT. GFI = WATER PROOF GFCI J JUNCTION BOX FLUSH CEILING MOUNTED WALL MOUNTED LIGHT CT = COOKTOP/ GRILL 240 V O = OVEN 240 V MW = MICROWAVE 110 V GD = GARBAGE DISPOSAL 110 V R = RANGE 220V C = COUNTER HEIGHT 6" ABV COUNTER FLOOR MOUNTED DUPLEX RECEPTACLE, VERIFY LOCATION IN FIELD. SPECIAL PURPOSE CONNECTION (VOLTAGE SHALL MATCH APPLIANCE REQ.) D DIMMER SWITCH C MOUNT 6" ABV COUNTER SUB PANEL CEILING, RECESSED, DIRECTIONAL, ZERO CLEARANCE IC RATED LED BULB R IDU = INDOOR UNIT POWER 84" AFF CEILING, RECESSED, ZERO CLEARANCE IC RATED, WATER RESISTANT, LED BULB R W/D = WASHER/DRYER 30AMP/ 240AMP SMOKE DETECTORS PER SECTION R314 DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACKUP. SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL O F THE ALARMS IN THE UNIT. SHALL COMPLY WITH THE FOLLOWING: · AT LEAST 3' FROM THE TIP OF THE BLADE OF A CEILING-MOUNTED FAN · NOT LESS THAN 3' FROM THE DOOR OPENING OF A BATHROOM · AT LEAS 20' FROM A COOKING APPLIANCE OR 10' FROM COOKING APPLIANCE WHEN THE ALARM IS AN IONIZING SMOKE ALARM PER NFPA 72 SECTION 29.8.3.4 ITEM 4 · AT LEAST 3' FROM SUPPLY REGISTERS OF A HEATING /COOLING SYSTEM LS LOW VOLTAGE, LANDSCAPE LIGHT FLUORESCENT FIXTURE (USE SHALLOW TYPE WHEN UNDER COUNTER) UNDER COUNTER LIGHTING PER CEC 2022 150.0(N).1.A.: THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER AND IS TO COMPLY WITH ELECTRICAL NOTES 15&16 ON SHEET MEP.0 MAIN PANELBOARD LOCATION SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS. DOOR BELL BUTTON MP2 MP3 MP4 MP5 MP6 MP7 MP8 MP9 MP10 MP11 MP12 MP13 MP14 E1E2E3E4E5E6E7E8E9 E10 E11 E12 E13 ALL SINGLE-FAMILY RESIDENCES THAT INCLUDE ONE OR TWO DWELLING UNITS SHALL MEET THE FOLLOWING ENERGY STORAGE SYSTEMS (ESS) READY REQUIREMENTS. ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CEC. SEE SHEET MEP.0, ELECTRIC READY 150.0(s) FOR REQUIREMENTS E14 E15 SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3FT OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD & THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. RESIDENTIAL ENERGY LIGHTING REQUIREMENTS:ES 150.0(K)/160.5(a) *IN THE KITCHEN, ALL OF THE WATTAGE RATING OF THE FIXTURES MUST BE HIGH EFFICACY. *BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS, AT LEAST ONE INSTALLED LUMINAIRE SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. *ALL THROUGHOUT THE RESIDENCE, INCLUDING THE GARAGE AND EXTERIOR, SHALL BE HIGH EFFICACY. *OUTDOOR LIGHTING: ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (W/ OVERIDE). BATHROOM EXHAUST FAN REQUIREMENTS:PER CGBC 4.506.1- 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 OF </= 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 EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL(I.E. BUILT IN) S OCCUPANCY/VACANCY SENSOR A MINIMUM RATING HOOD OVER ELECTRICAL RANGE. INDOOR AIR QUALITY FAN IS REQUIRED IN THE KITCHEN AND SHALL BE HERS VERIFIED PER CEC TABLE 150.0-G: 160 cfm OR 65% CE AT <750 s.f, 130 cfm OR 55% CE AT 750-1000 s.f., 110 cfm OR 50% CE AT 1000-1500 s.f., OR 110 cfm OR 50% CE AT >1500 s.f. PROVIDE PLACARD AT THE IAQ SWITCH WHICH STATES "THIS FAN TO REMAIN ON DURING ALL HOURS THE HOUSE IS OCCUPIED" MP15 WATER HEATERS WITH STORAGE TANKS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACE DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITH THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MIN DISTANCE OF 4 IN SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. E16 LIGHTS OVER TUBS AND SHOWERS ARE TO BE MARKED FOR DAMP/WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY MP16 MAKEUP AIR SHALL BE PROVIDED FOR TYPE I CLOTHES DRYERS IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AFCI ARC-FAULT CIRCUIT INTERRUPTEPER CEC 210.12 (A) ARC-FAULT CIRCUIT INTERRUPTER CEC 210.12 (A) R AFCI = ARC FAULT CIRCUIT INTERRUPTER 120-VOLT SINGLE PHASE, 15- AND 20 20-AMP BRANCH CIRCUIT PER CEC 210.12 (A) E17 LIGHTING OUTLET CONTAINING A SWITCH OR CONTROLLED BY A WALL SWITCH OR WALL MOUNTED CONTROL DEVICE AT EACH ATTIC ACCESS (210.70 (C) CEC) ATTIC ACCESS PANEL MIN SIZE TO BE 22"X30" AND TO HAVE ONE LIGHTING OUTLET WITH A SWITCH OR CONTROLLED BY A WALL SWITCH OR LISTED WALL MOUNTED CONTROL DEVICE E18 THE ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR THE FUTURE SOLAR ELECTRIC INSTALLATION. (CEnC 110.10 (b)B 4(e)) E19 LOCATION RESERVED FOR ROUTING OF CONDUIT FOR SOLAR ZONE E20 DRWR AFCI UCLV 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant MEP.1 Mechanical/ Electrical/ Plumbing Plans 27 February 2026 30 January 2026 387
700. BUILDING CODE: 2022 CALIFORNIA BUILDING CODE AND 2022 CALIFORNIA RESIDENTIAL CODE. 701. SEISMIC DESIGN CRITERIA: SOIL BEARING VALUE 1,500 psf SITE CLASS D (Default) SEISMIC DESIGN CATEGORY D RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 1 Ss: 1.850 Sds: 1.480 Cs: 0.207 S1: 0.670 Sd1: 0.759 R: 6.5 BASIC SEISMIC FORCE RESISTING SYSTEM:BEARING WALL ANALYSIS METHOD: EQUIVALENT LATERAL FORCE PROCEDURE SEE STRUCTURAL CALCULATIONS FOR SD1, SDS, DESIGN BASE SHEAR, Cs, & R FACTORS. 702. WIND DESIGN CRITERIA : WIND SPEED 126 mph RISK CATEGORY II EXPOSURE C INTERNAL PRESSURE COEF 0.18 703. DESIGN LOADING - WORST CASE LOADING: ROOF DL 18 psf l ROOF LL 20 psf PORCH DL 26 psf l PORCH LL 20 psf TRELLIS DL 6 psf l TRELLIS LL 10 psf SOLAR PANELS 3 psf 800. RETROFIT ANCHOR BOLTS FOR MISPLACED HOLDOWNS WITH ALL-THREAD ROD AND SIMPSON SET-XP EPOXY REQUIRE SPECIAL INSPECTION. (NO SPECIAL INSPECTION IS REQUIRED FOR RETROFIT ANCHOR BOLTS OR TITEN HD's WITHOUT A HOLDOWN ATTACHED.) 801. PER CBC 1705.3 SPECIAL INSPECTION IS NOT REQUIRED FOR NON-STRUCTURAL SLABS ON GRADE NOR FOR CONCRETE FOOTINGS THAT SUPPORT 3 STORIES ABOVE GRADE OR LESS. 802. PER CBC 1705.13 SPECIAL INSPECTION IS NOT REQUIRED FOR SEISMIC COMPONENTS FOR DETTACHED ONE- AND TWO-FAMILY DWELLINGS NOT EXCEEDING 2 STORIES ABOVE GRADE. 2. CONCRETE FOUNDATION CONSTRUCTION TYPE SHEARWALL SHEARWALL OR NON-SHEAR NON-SHEAR REPLACEMENT 58 " ALL-THREAD, EPOXY, EMBED 3" OR 5
8 " TITEN HD, EMBED 5
1 2 " MIN. 5
8 " TITEN HD, EMBED 5
1 2" MIN. 0.145 DIA. SHOT PINS SPACED 4 INCHES APART ON SILL. (2) FOR EACH MISSING ANCHOR BOLT. MAX. OF (6) SHOT PINS EVERY 6 FT. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. THE FIELD INSPECTOR SHALL VERIFY FOUNDATION REQUIREMENTS DURING FOUNDATION INSPECTION. CONCRETE STRENGTH SHALL BE NO LESS THAN 2,500 PSI @ 28 DAYS, OR HIGHER STRENGTH IF NOTED ON THE PLANS. SLAB REINFORCEMENT & FOOTINGS SHALL BE PER STRUCTURAL DETAILS ON SHEET S2.1, CENTERED IN SLAB. REINFORCING BARS TO BE GRADE 40 FOR #3 BARS, GRADE 60 FOR #4 BARS & LARGER PROVIDE WEAKENED PLANE JOINTS FOR CRACK CONTROL (SAWCUT OR TOOLED JOINT) AT 14'-0" O/C MAX. SILL ANCHORAGE AT ALL SHEARWALL LOCATIONS SHALL BE PER THE SHEARWALL SCHEDULE. ALL SHEARWALL ANCHOR BOLTS SHALL RECEIVE A 3" SQUARE X 0.229" THICK WASHER. THE WASHER MAY BE DIAGONALLY SLOTTED (WIDTH >= BOLT DIAMETER + 316", LENGTH<=1 3 4") PROVIDED THAT A STANDARD CUT WASHER IS USED ON TOP OF THE SQUARE WASHER. SHEARWALL ANCHORS SHALL BE PLACED A MIN. OF 1 3 4" FROM THE EDGE OF CONCRETE. EMBEDDED SILL ANCHOR BOLTS AT TYPICAL NON-SHEARWALL CONDITIONS SHALL BE 58 " DIA. MIN. ANCHOR BOLTS WITH A STANDARD CUT WASHER. SPACING SHALL NOT EXCEED 48 INCHES O/C. LOCATE AN ANCHOR BOLT NOT MORE THAN 9 INCHES, OR LESS THAN 4" FROM ENDS AND SPLICES. EACH SILL SHALL HAVE (2) SILL BOLTS MIN. ANCHOR BOLTS SHALL BE EMBEDDED A MIN. OF 7 INCHES INTO CONCRETE. IN A TWO-POUR SYSTEM, ANCHOR BOLTS TO BE EMBEDDED 5 INCHES MIN. INTO FIRST POUR. SEE WOOD FRAMING CONSTRUCTION NOTES FOR ALTERNATE SILL ANCHORAGE. ALL HOLDOWNS SHALL BE PLACED A MINIMUM DIM AS SHOWN IN DETAIL 3&4/S2.1 FROM EXTERIOR CORNER OF SLAB. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IMMEDIATELY NOTIFY HOMEOWNER AND CITY OF WILDOMAR OF ANY DISCREPANCY, TYPICAL. PROVIDE A UFER GROUND FOR ELECTRICAL SYSTEM PER ARTICLE 250.52 N.E.C. ALL SURROUNDING FLAT WORK SHALL BE VERIFIED WITH HOMEOWNER FOR LOCATION AND AMOUNT TO BE POURED. RETROFIT MISPLACED HOLDOWNS AS NOTED BELOW. AT EPOXY ANCHORS USE SIMPSON SET-3G EPOXY PER MANUFACTURERS INSTALLATION REQUIREMENTS AS FOLLOWS: MISPLACED HOLDOWN HDU2 HDU4 HDU5 HDU8 HDU11 RETROFIT 5 8 " EMBEDDED ANCHOR BOLTS AS NOTED BELOW. AT EPOXY ANCHORS USE SIMPSON SET-3G EPOXY PER SIMPSON'S INSTALLATION REQUIREMENTS. LOCATION SLAB EDGE, 1 3/4" DIST. INTERIOR > 6‚" EDGE DIST. ANY OTHER WHEN REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, HAVE CONTRACTOR DOCUMENTATION IN WRITING FOR THE FOLLOWING: A) THE PAD WAS PREPARED IN ACCORDANCE WITH THE SITE REQUIREMENTS AND CITY OF WILDOMAR APPROVAL. B) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED & COMPACTED. C) THE FOUNDATION EXCAVATIONS, EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY COMPLIES WITH THE CITY OF WILDOMAR RECOMMENDATIONS . ALL HOLDOWN ANCHORS & HARDWARE MUST BE TIED IN PLACE PRIOR TO CALLING FOR A FOUNDATION INSPECTION. 3. WOOD FRAMING CONSTRUCTION (CONT.) 312. 313. 314. 315. 316. 305. 306. 307. 308. 309. 310. 311.HOLES, CUTOUTS, AND NOTCHES IN FRAMING MEMBERS: BY VIRTUE OF CODE COMPLIANCE WITH ELECTRICAL AND PLUMBING CODES, HOLES AND NOTCHES WILL INEVITABLY BE MADE IN FRAMING MEMBERS. THE CODE RECOGNIZES AND APPROVES VARIOUS HOLES AND NOTCHES WITHOUT ENGINEERING JUSTIFICATION IN CBC SECTION 2308.8.2. ENGINEERED (PSL, LSL) RECTANGULAR LUMBER BEAMS BEHAVE LIKE ANY OTHER RECTANGULAR SHAPE WHEN NOTCHED OR BORED, SO THE ENGINEER OR ARCHITECT MAY SPECIFY LIMITS WITHOUT MANUFACTURER APPROVAL OTHER HOLES AND NOTCHES ARE ALLOWED AS NOTED BELOW: PSL AND LVL BEAMS: A HOLE 1 INCH IN DIAMETER CAN BE DRILLED ANYWHERE, AND A 2 INCH DIA. HOLE CAN BE DRILLED IN THE MIDDLE THIRD OF THE SPAN IN THE MIDDLE THIRD OF THE DEPTH OF THE BEAM FOR ANY PSL OR LVL BEAM, EXCEPT CANTILEVERED BEAMS AND BEAMS SUPPORTING CONCENTRATED LOADS. HOLES IN THOSE CONDITIONS REQUIRE APPROVAL IN WRITING FROM THE ENGINEER. PSL AND LVL BEAMS: A RAKE CUT (TAPER) AT THE TOP OF THE BEAM AT THE END OF THE SUPPORT IS ALLOWED IF NOTED ON PLANS, TO A MINIMUM OF 4-3/8" AT INSIDE FACE OF SUPPORT. RAKE CUT (TAPER) THAT RESULTS IN A DEPTH AT THE INSIDE FACE OF THE SUPPORT OF 2/3RDS THE BEAM DEPTH IS ALLOWED AT CONDITIONS NOT SPECIFIED. OTHER TAPERED ENDS AND SQUARE NOTCHES IN TOP OR BOTTOM FACE REQUIRE APPROVAL IN WRITING FROM THE ENGINEER OR ARCHITECT. STUDS AND PLATES: SEE STRUCTURAL DETAILS 14 & 15 ON SHEET S2.1 FOR NOTCHING AND BORING. PROVIDE 2X4 TRIMMER & 2X4 KING STUD EACH END OF EACH 4X DROPPED BEAM OR HEADER. PROVIDE DOUBLE TRIMMERS AT EACH 4X10 OR LARGER. PROVIDE DOUBLE TRIMMERS AT EACH 3-1/2 X 7-1/2 PSL OR LSL OR LARGER. PROVIDE 2X6 TRIMMER & 2X6 KING STUD EACH END OF EACH 6X DROPPED BEAM OR HEADER. PROVIDE DOUBLE TRIMMERS AT EACH 6X8 OR LARGER. PROVIDE DOUBLE TRIMMERS AT EACH 5-1/4 X 7-1/2 PSL OR LSL OR LARGER. PROVIDE DOUBLE KING STUDS AT ALL OPENINGS 8'-1" WIDE AND WIDER OR PER PLAN. PROVIDE MINIMUM 2-1/4" BEARING @ EACH END OF EACH FLUSH BEAM OR HEADER WHERE BEARING IS ON TOP PLATE. PROVIDE 2X4 STUD WITHIN 3" OF BEARING POINT. PROVIDE (2) 2X STUDS @ 6X OR LSL OR PSL BEAMS. TYPICAL SHEAR TRANSFER: ROOF TO WALL: CONNECT ROOF FRAMING TO TOP PLATE W/ SIMPSON H1 @ 24" O/C OR A35 OR RBC @ 24" O/C OR PER SHEAR TRANSFER DETAILS. SILL PLATE ANCHORS: GROUND FLOOR / SLAB ON GRADE WALLS: PROVIDE 2X (MIN.) PTDF SILL PLATES. SEE CONCRETE FOUNDATION CONSTRUCTION NOTES 206, 207 & 208 FOR ANCHOR BOLTS. AT INTERIOR NON-SHEAR CONDITIONS, 0.145 SHOT PIN ANCHORS @ 32" O/C MAY BE USED TO CONNECT PARTITIONS AND BEARING WALLS TO SLAB. ALL WOOD SILL PLATES AND ALL WOOD MEMBERS DIRECTLY AGAINST CONCRETE OR MASONRY SHALL BE FOUNDATION GRADE REDWOOD SILLS OR PTDF SILLS, TREATED WITH SODIUM BORATE (SBX/DOT) WHEN INSTALLED IN A DRY OR ENCLOSED ENVIRONMENT. (SODIUM BORATE TREATMENT DOES NOT REQUIRE CORROSION RESISTANT CONNECTORS.) IF OTHER TREATMENTS ARE USED, SEE NOTE 309. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD: ALL NAILS AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER TREATED WITH ACQ-C, ACQ-D, CA-B, AND CBA-A WITHOUT AMMONIA SHALL BE GALVANIZED PER ASTM A153. ALL NAILS AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER TREATED WITH ACQ-C, ACQ-D, CA-B, AND CBA-A WITH AMMONIA SHALL BE TYPE 303, 304, 305, OR 316 STAINLESS STEEL. WHERE PRESSURE TREATED LUMBER IS INSTALLED IN AN EXTERIOR WET ENVIRONMENT, ALL NAILS AND FASTENERS IN CONTACT WITH THE PRESSURE TREATED LUMBER SHALL BE TYPE 303, 304, 305, OR 316 STAINLESS STEEL. RE-TIGHTEN ALL HOLDOWN ANCHORS JUST PRIOR TO COVERING THE WALL FRAMING. ENGINEERED BEAMS ARE AS FOLLOWS: "PSL" REFERS TO PARALLEL STRAND LUMBER (E=2.0, FB=2900). "LSL" REFERS TO LAMINATED STRAND LUMBER (E=1.55, FB=2325). (E=1.3 & FB=1700 AT LSL CONDITIONS WITH D (DEPTH) < 9" ) "LVL" REFERS TO LAMINATED VENEER LUMBER (E=2.0, FB=2800). "GLB" REFERS TO 24F-1.8E GLU-LAM WITH STANDARD CAMBER, U.N.O. "IJC" ENGINEERED GLU-LAM BEAM MAY BE USED UPON ENGINEER APPROVALS. AN A.I.T.C CERTIFICATE OF COMPLIANCE ISSUED BY A CURRENT ICC APPROVED QUALITY CONTROL AGENCY FOR GLUED LAMINATED WOOD MEMBERS SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. LUMBER SPECIFICATIONS: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH. STUDS, PLATES & BLOCKING: 2X4 FRAMING LUMBER NOT LISTED BELOW 92-1/4", 104-1/4", & 116-1/4" 2X4 STUDS 2X4 STUDS OVER 10' 2X4 SILLS & PLATES 2X6 STUDS, SILLS, & PLATES 4X4 STUDS & POSTS 4X6, 6X6, & LARGER STUDS & POSTS 4X4, 4X6 BEAMS & HEADERS 4X8, 4X10, 4X12, 4X14 BEAMS & HEADERS 6X4 BEAMS & HEADERS 6X6 & LARGER BEAM & HEADERS 2X10 AND LARGER RAFTERS AND JOISTS STANDARD GRADE OR BETTER STUD GRADE OR BETTER #2 OR BETTER STANDARD OR BETTER #2 OR BETTER STANDARD OR BETTER OR #1 #1 OR BETTER #2 OR BETTER #1 OR BETTER #2 OR BETTER #1 OR BETTER #1 OR BETTER 3. WOOD FRAMING CONSTRUCTION (CONT.) 3. WOOD FRAMING CONSTRUCTION 300. 301. 302. ROOFING MATERIALS SHALL BE PER ARCHITECTURAL DRAWINGS. ROOF SHEATHING SHALL BE 1932 " OR 5 8 " C-D GRADE, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, OR OSB PANELS. IDENTIFICATION INDEX (24/0) W/ 10D COMMON NAILS @ 6" O/C @ ALL PERIMETER EDGES AND ALL INTERIOR SUPPORTED EDGES AND @ 12" O/C @ ALL INTERMEDIATE SUPPORTS. SEE DETAILS FOR SHEAR AND DRAG NAILING. TYPICAL WALL SHEATHING: INTERIOR SURFACES: WHERE DRYWALL IS SPECIFIED, PROVIDE MIN. 5 8" GYPSUM WALLBOARD W/ 5D COOLER NAILS OR EQUAL @ 6" O/C TO ALL STUDS AND TO TOP & BOTTOM PLATES (UNBLOCKED) AT INTERIOR SIDE OF EXTERIOR WALLS AND AT BOTH SIDES OF ALL INTERIOR WALLS. EXTERIOR SURFACES: SEE PLANS. WHERE "STUCCO" IS SPECIFIED PROVIDE 7 8 " EXTERIOR CEMENT PLASTER OVER WIRE LATH OVER TYPE 15 BUILDING PAPER. LATH ATTACHED TO ALL STUDS AND TOP AND BOTTOM PLATES (OR BLOCKING AS OCCURS) W/ 16 GAGE X 716 " STAPLES @ 6" O/C OR NO. 11 GAGE X 1-1/2" FURRING NAILS WHERE INDICATED ON ELEVATIONS. 303. STRUCTURAL SHEATHING MAY BE EITHER OSB OR PLYWOOD. ANY NOTES REFERRING TO PLYWOOD ALSO APPLIES TO OSB. SHEATHING (WOOD STRUCTURAL PANELS) MUST MEET THE REQUIREMENTS OF DOC PS1 OR PS2 IN ACCORDANCE WITH NDS SDPWS. TOP PLATES SHALL BE DOUBLE 2X W/ WIDTH EQUAL TO STUDS BELOW, W/ (21)16D NAILS MIN. @ MINIMUM 4'-0" LAP SPLICES. USE SIMPSON RPS OR CS16 STRAP EACH SIDE OR ONE SIDE AND TOP WHERE LAP SPLICE IS NOT POSSIBLE. SEE DETAILS FOR NOTCHES, CUT-OUTS AND COMPLETE PLATE BREAKS AT HEATING, VENTING, AND PLUMBING. 6. NAILING SCHEDULE, MINIMUMS (CBC CHAPTER 23, TABLE 2304.10.2) 7. DESIGN CRITERIA 8. STATEMENT OF SPECIAL INSPECTIONS 9. SOILS REPORT 304. 317. 318. 319. ROOF RAFTERS SHALL BE 2X RAFTERS AS NOTED ON STRUCTURAL DRAWINGS EAVES SHALL BE PER ARCHITECTURAL PLANS W/ APPLIED TAILS PER ARCHITECTURAL PLANS. OVERHANG DETAILS ARE NOT SHOWN ON STRUCTURAL PLANS. SEE THE ARCHITECTURAL ROOF PLANS FOR ROOF PITCH AND ADDITIONAL INFORMATION. 320. COMBINE AND GROUP PLUMBING VENTS WHENEVER POSSIBLE TO MINIMIZE ROOF PENETRATIONS. WOOD STRUCT. PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHTNG TO FRMG AND BLKNG AT CEILING JOISTS, RAFTERS, OR TRUSSES TO TOP PLATE OR OTHER FRAMING, T.N. 4-8d Box, 3-8d Com, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples BLKNG AT CEILING RAFTERS OR TRUSSES NOT AT WALL TOP PLATE TO RAFTER OR TRUSS, E.N. 2-16d Com, 3-3" x 0.131" nails, 3-3" 14 gage staples FLAT BLKNG TO TRUSS AND WEB, F.N. 16d Com, 3"x.131" nails, 3"x14 gage staples @ 6" o.c BLKNG AT CEILING RAFTERS OR TRUSSES NOT AT WALL TOP PLATE TO RAFTER OR TRUSS, T.N. 2-8d Com, 2-3" x 0.131" nails, 2-3" 14 gage staples CEILING JOISTS TO TOP PLATE, T.N. 4-8d box, 3-8d Com, 3-10d box, 3-3"x.131 nails, 3-3" 14 gage staples CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, F.N. PER 2308.7.3.1 3-16d Com, 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT), F.N. PER 2308.7.3.1 3-16d Com, 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples COLLAR TIE TO RAFTER, F.N. 3-10d Com, 4-10d box, 4-3"x0.131" nails, 4-3" 14 gage staples RAFTER/TRUSS TO TOP PLATE, T.N. PER TABLE 2308.7.3.5 3-10d Com, 3-16d or 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples RAFTERS TO RIDGE VALLEY OR HIP; OR FATER TO 2" RIDGE BEAM TOENAIL 4-16d box, 3-10d Com, 3-16d or 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples ENDNAIL 2-16d Com, 3-16d box, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples STUD TO STUD (NOT AT BRACED WALL PANELS) 16d Com @ 24" o.c. FN OR 2-10d box, 3" x 0.131" nails, 3-3" 14 gage staples @ 16" o.c. FN STUD TO STUD AT INTERSECTING WALL CORNERS (BRACED WALL) 16d Com @ 16" o.c. FN OR 16d Box, 3" x 0.131" nails, 3-3" 14 gage staples @ 12" o.c. FN BUILT-UP HEADER (2" TO 2"), FN EA. EDGE 16d Com @ 16" o.c OR 16d Box @ 12" o.c. CONT. HEADER TO STUD, T.N. 4-8d Com, 4-10d Box, 5-8d box TOP PLATE TO TOP PLATE 16d Com @ 16" o.c. FN OR 10d Box, 3" x 0.131" nails, 3" 14 gage staples @ 12 o.c. FN TOP PLATE TO TOP PLATE, AT END JOINTS (EACH SIDE OF END JOINT), FACENAIL 24" MIN LAP SPLICE EA. SIDE 8-16d Com, 12-16d Box, 12-10d Box, 12-3" x 0.131" nails, 12-3" 14 gage staples BOTTOM PLATE TO JOIST, RIM, OR BLKG, FACENAIL UNBRACED WALL: 16" o.c. FN 16d Com UNBRACED WALL: 12" o.c. FN 16d Box, 3" x 0.131" nails, 3" 14 gage staples BRACED WALL: 16"o.c. FN 2-16d Com, 3-16d Box,4-3"x.131" nails,4-3" 14 gage staples STUD TO TOP OR BOTTOM PLATE TOENAIL 4-8d Box, 4x10d Box, 4-8d Com, 3-16d Box, 4-3"x0.131" nails, 4-3" 14 gage staples ENDNAIL 3-16d Box, 2-16d Com, 3-10d Box, 3-3"x0.131" nails, 3-3" 14 gage staples TOP PLATES, LAPS AT CORNERS AND INTERSECTION, F.N. 2-16d Com, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples 1" BRACE TO EACH STUD AND PLATE, F.N. 3-8d Box, 2-8d Com, 2-10d Box, 2-3" x 0.131" nails, 2-3" 14 gage staples 1"x6" SHEATHING TO EACH BEARING, F.N. 3-8d Box, 2-1.75" 16 Gage staples, 2-8d Com, 2-10d Box 1"x8" SHEATHING AND WIDER TO EACH BEARING, F.N. 4-8d box, 4-1.75" 16 Gage staples, 3-8d Com, 3-10d Box JOIST TO SILL, TOP PLATE, OR GIRDER, T.N. 4-8d box, 3-8d Com, 3-10d Box, 3-3" x 0.131" nails, 3-3" 14 gage staples RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER 8d Box @ 4" o.c. TN OR 8d Com, 10d Box, 3" x 0.131" nails, 3" 14 gage staples @ 6" o.c. TN 1"x6" SUBFLOOR OR LESS TO EACH JOIST, F.N. 2-1.75" Gage Staples, 2-8d Com, 3-10d Box 2" SUBFLOOR TO JOIST OR GIRDER, F.N. or BLIND 3-16d Box, 2-16d Com 2" PLANKS (PLANK & BEAM - FLOOR & ROOF), FACENAIL & EACH BEARING 3-16d Box, 2-16d Com BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 32" o.c. FN Top & BTTM STAGGERED ON OPPOSITE SIDES 20d Com 24" o.c. FN Top & BTTM 10d Box, 3"x0.131" nails, 3" 14 gage staples ENDS & SPLICES, FN 2-20d Com, 3-10d Box, 3-3"x0.131" nails, 3-3" 14 gage staples LEDGER SUPPORTING JOISTS/RAFTERS 4-16d Box, 3-16d Com, 4-10d Box, 4-3"X0.131, 4-3" 14ga. STAPLES JOIST TO BAND OR RIM JOIST, END NAIL 3-16d Com, 4-10d Box, 4-3"X0.131, 4-3" 14ga. STAPLES BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS EACH END, T.N. 2-8d Com, 2-10d box, 2-3" x 0.131" nails, 2-3" 14 gage staples FOOTNOTES: a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. d. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. e. Tabulated fastener requirements apply where the ultimate design wind speed is less than 140 mph. For wood structural panel roof sheathing attached to gable-end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. Spacing exceeding 6 inches on center at intermediate supports shall be permitted where the fastening is designed per the AWC NDS. e. Fastening is only permitted where the ultimate design wind speed is less than or equal to 110 mph g. Nails and staples are carbon steel meeting the specifications of ASTM F1667. Connections using nails and staples of other materials, such as stainless steel, shall be designed by acceptable engineering practice or approved under Section 104.11. e 16d Com or deformed; or 2
38"x.113" nail (subfloor and wall) 8d Com or deformed (roof) or 2 38" x.113" nail (roof)d 1
3 4" 16 Ga Staple, 716" crown (subfloor and wall) 2
38" x.113"x.266" head nail (roof) 1
3 4" 16 Ga Staple, 716" crown (roof) EDGES (IN) INTERMEDIATE SUPPORTS (IN) 6 6 4
33 f
f e 12
6 833
f
f e 8d Com or deformed (subfloor and wall) 8d Com or deformed (roof) or 2 38" x.113" nail (roof) 2
38" x.113"x.266" head nail, 2"16 Gage staple, 716" crown 6 6 4
e 12
6 8
38"-1
2 " 1932"-3
4 " d
7 8"-1
1 4
" 10d Com or (3"x0.148"); or deformed (2
1 2 x.131"x.281 head) 6 12 OTHER EXTERIOR WALL SHEATHING (FIBERBOARD) 1 1 2" x0.120", galvanized roofing nail ( 716" head dia) or 1 1 4" 16 Ga Staple w/ 716" or 1" crown 1 3 6
2 "b 1
3 4" x0.120", galvanized roofing nail ( 716" head dia) or 1 1 2" 16 Ga Staple w/ 716 25 " or 1" crown 32
"b 3 6 WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3 4" & LESS 8d COMMON (2 1
2"x0.131"); or deformed (2"x0.113"); or deformed (2"x0.120") 6 12 78"-1" 8d COMMON (2 1
2"x0.131"); or deformed (2"x0.113"); or deformed (2"x0.120") 6 12 1 1
8"-1
1 4
" 10d COMMON (3"x0.148"); or deformed (2
1 2"x0.131"); or deformed (2
1 2"x0.120") 6 12 PANEL SIDING TO FRAMING
1 2" & LESS 6d corrosion-resistant siding (1
78"x.106"); or 6d corrosion-resistant (2"x.099") 6 12
58 " 8d corrosion-resistant siding (2
38"x0.128"); or 8d corrosion-resistant casing (2
1 2"x0.113") 6 12 INTERIOR PANELING
1 4
" 4d casing (1
1 2"x0.080"); or 4d finish (1
1 2"x0.072") 6 12
38 " 6d casing (2"x0.099"); or 6d finish (2"x.092") - (Panel supports at 24 inches) 6 12 PARTICLEBOARD WALL SHEATHING TO FRAMING BEAM OR JOIST I-JOIST FLOOR JOISTS 1.75 X LSL AND LVL 2.69 X PSL AND LVL 3.5 X PSL AND LVL 5.25 X PSL AND LVL 7 X PSL AND LVL SIMPSON/USP HANGER IUS, IUT, OR ITT HANGERS HU, HUS, OR WPU HU OR HWU HHUS OR HWU HHUS OR HWU HHUS OR HWU 321. 322. 323. 324. 325. WOOD TO WOOD CONNECTORS SHALL BE SIMPSON STRONG TIE OR USP STRUCTURAL CONNECTORS. ALL SPECIFIED CONNECTOR CALL-OUTS ARE SIMPSON CATALOG CALL-OUTS. USP SUBSTITUTIONS SHALL HAVE A CAPACITY EQUAL TO OR GREATER THAN THE SIMPSON CATALOG VALUES. ANY OTHER ICC APPROVED METAL CONNECTOR MAY BE USED UPON APPROVAL BY THE ENGINEER OR ARCHITECT. ICC APPROVED CONNECTORS SHALL BE USED WHERE CONNECTORS ARE SPECIFIED. UNLESS OTHERWISE NOTED, THE FOLLOWING BEAM AND JOIST HANGERS SHALL BE USED: AT BEAM HANGER CALLOUTS, IE HGUS OR HU BEAMS, THE CALLOUT IS ABBREVIATED. THE HANGER WIDTH MAY BE OMITTED TO ALLOW FLEXIBILITY IN ORDERING. EXAMPLE: 2.69 PSL THE CALLOUT MAY READ HGUS12. AN HGUS2.75/12 OR HGUS412 (WITH FILLERS) ARE APPLICABLE. WHERE HANGERS OFFER (MIN) OR (MAX), NAIL TO APPLY (MAX) LOADS. WHERE SHEARWALL LENGTHS ARE SPECIFIED ON THE PLANS, THE LENGTH SHOWN IS A MINIMUM DIMENSION. THE SHEARWALL MAY BE LENGTHENED FOR CONSTRUCTION PURPOSES, BUT SHALL NOT BE REDUCED UNLESS OTHERWISE NOTED. ALL ENGINEERED WOOD PANEL SHEAR (PLYWOOD OR OSB) SHALL BE BLOCKED. THE FOLLOWING HOLES IN SHEARWALLS ARE ALLOWED: A) APPROXIMATELY SQUARE HOLES NOTCHED, PUNCHED, OR CUT THAT ARE LESS THAN 25 SQ. INCHES B) APPROXIMATELY SQUARE HOLES CLEAN CUT OR BORED IN SHEARWALLS THAT ARE LESS THAN 64 SQ. INCHES (ONE HOLE PER 4' OF SHEARWALL.) C) APPROXIMATELY SQUARE HOLES, LESS THAN 64 SQ. INCHES (ONE HOLE PER 8' OF SHEARWALL) WITH ALL EDGES BLOCKED & EDGE NAILED. D) HOLES INDIVIDUALLY APPROVED BY THE ENGINEER OR ARCHITECT OF RECORD. STUDS SHALL BE SPACED @ 16" O/C MAX. UNLESS OTHERWISE SPECIFIED. USE STUD GRADE FULL REPORTS FOUND AT: HTTP://WWW.ICC-ES.ORG 400. 401. 402. 403. PLYWOOD AND OSB PANELS: APA PLYWOOD & OSB--ESR-2586 JOISTS AND RAFTERS AND BEAMS: TRUS-JOIST TJI JOISTS AND PSL, LSL, & LVL--ICC-ES ESR-1387, 1153, BOISE CASCADE BCI JOISTS, VERSA-LAM, & VERSA-STRAND--ICC-ESR-1040, 1336 LOUISIANA PACIFIC JOISTS & BEAMS--ESR-1305, 2403 ROSEBURG JOISTS & BEAMS--ESR-1210, 1251 GLU-LAM BEAMS-- ESR-1940 PACIFIC WOOD TECH - ESR 2909 WOOD CONNECTORS: SIMPSON CONNECTORS--ICC-ES ESR #S 1161, 1622, 1866, 2105, 2203, 2236, 2320, 2549, 2551, 2552, 2553, 2330, 2554, 2555, 2604, 2605, 2606, 2607, 2608, 2611, 2613, 2614, 2615, 2616, 2877, 2920, 3046 IAPMO ER-112, 130, 143, 192, 262 USP LUMBER CONNECTORS--ICC-ES ESR #S 1178, 1280, 1575, 1702, 1781, 1881, 1970, 2104, 2685, 1831, 1465, 2761, 2787, IAPMO ER-200 QUICK DRIVE WOOD SCREWS--ICC-ES ESR-1472 ADHESIVES & ANCHORS: SIMPSON EPOXY-TIE HIGH STRENGTH EPOXY (SET-XP)--ICC-ES ESR-1772, 2508. SIMPSON WEDGE-ALL (WA) WEDGE ANCHORS--ICC-ES ES-1771 SIMPSON TITEN HD--ICC-ESR-1056, 2713 SIMPSON SHOT PINS ICC-ES ESR-2138 HILTI X-DN, X-ZF, X-CF SHOT PINS--ICC-ES ER-1663, 1752, 2269 5. NAILING & FASTENING 16D NAILS AS SHOWN ON THE DETAILS MAY BE COMMON, BOX, OR SINKER NAILS (0.135" MIN. DIA) AS AN ALTERNATE TO THE COMMON AND BOX NAILS SPECIFIED IN THE STRUCTURAL PLANS, THE FOLLOWING "CUTLER" GUN NAILS (OR EQUAL) ARE ACCEPTABLE ALTERNATIVES. ALTERNATE NAILING FOR ROOF SHEATHING: 8D 2 1 2 " X 0.135 WIRE BARBED NAILS BY CUTLER OR EQUAL. ALTERNATE NAILING FOR FLOOR SHEATHING: #8 X 2" SELF SETTING WOOD SCREWS, OR 8D 2 12 " X 0.135 OR 0.148 SCREW SHANK FLOOR NAILS BY CUTLER OR EQUAL SHEAR PANELS WHERE 8D COMMON NAILS ARE SPECIFIED: 10D 2 1 2 " X 0.148" WIRE BARBED NAILS BY CUTLER OR EQUAL 500. 501. 502. 503. 504. NAIL SIZES WIRE GAUGE 1211 101010 911 10998 SIZE OF NAIL 6D8D10D 12D 16D 16D SINKER 6D8D10D 12D 16D SIZE (INCHES) 0.099 0.113 0.128 0.128 0.135 0.148 0.113 0.131 0.148 0.148 0.162 PENETRATION REQUIRED 1" 1" 1" 1" 1" 1" 1" 1" 1 1 4
" 1
1 4
" 1
1 2
" BOX NAILS COMMON NAILS STANDARD LENGTH 2" 2" 3" 3" 3" 3" 2" 2 1 2 " 3" 3" 3" 326. ALL FINISHES, WATERPROOFING, DRAINAGE, AND FIRE-RELATED ELEMENTS ARE BY THE ARCHITECT OF RECORD AND ARE REQUIRED EVEN THOUGH THEY MAY NOT BE SHOWN ON THE STRUCTURAL PLANS AND DETAILS. 4. ICC-ES AND NER APPROVALS EXCEPT AT PLATE HEIGHTS HIGHER THAN 10'-0", THEN USE DF#2 OR BETTER 327. REDWOOD OR PRESSURE-TREATED LUMBER IS TO BE USED AT STRUCTURAL MEMBERS FOR BUILDING, BALCONIES, PORCHES OR SIMILAR APPURTENANCES WHEN EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION OF A ROOF, EAVE, OVERHANG, OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION. C&C PRESSURES ROOF: GABLE ROOF, PITCH α = 18.3° (-) ZONE 1 (-) ZONE 2 (-) ZONE 3 (+) ALL ZONES AEFFECTIVE = 10 sf 28 sf 30 sf -42.0 psf -39.5 psf -39.3 psf -50.6 psf -87.5 psf 16.5 psf -45.5 psf -76.0 psf 16.0 psf 16.0 psf -75.2 psf -45.1 psf WALLS (-) ZONE 4 (-) ZONE 5 (+) ZONE 4&5 AEFFECTIVE = 10 sf 21 sf 48 sf -1.28 psf -34.7 psf -32.9 psf -1.58 psf 1.00 psf -41.6 psf 31.9 psf 30.1 psf -38.0 psf A SOILS REPORT MAY BE REQUIRED BY THE BUILDING OFFICIAL. IN-LIEU OF THE SOILS REPORT A CONSERVATIVE VALUE FOR THE SOIL BEARING ALLOWABLE OF 1500 PSF HAS BEEN USED IN DESIGN OF THE BUILDING. REPLACEMENT HD HDU2 HDU4 HDU5 HDU8 HDU11 RETROFIT BOLT 5/8" ALL-THREAD, EMBED 6" 5/8" ALL-THREAD, EMBED 6" 5/8" ALL-THREAD, EMBED 9" 7/8" ALL-THREAD, EMBED 9" 1" ALL-THREAD, EMBED 12" MIN EDGE DISTANCE 2" 4.5" 6" 6" 7" 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Structural Notes & Specifications S0.1 27 February 2026 30 January 2026 30 January 2026 388
3 1 ABC 2 2x12's @ 24" o/c
6x4 12' 5.9' 3.8' 1/4"=1'-0" ROOF FRAMING PLAN 6x4 4x6 KING POST ECCQ46 4 CRAFTSMAN 5 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 4 2x12's @ 24" o/c 2x12's @ 24" o/c 2x10's CJ @ 16" o/c ST6236 T.P. TO BEAM 12' 5 6x4 20 S2.1 27 S2.2 18 S2.1 TYP. 3.3' 4 21 S2.26x4 6x4 6x4 6x4 6x8 6x4 6x4 6x4 6x4 6x4 6x4 6x6 6x4 2x12's @ 24" o/c 6.3' 4 514x16 LVL RIDGE BEAM (2.0E MINIMUM)
6x4
4x10 4.5' 5 12' 5 4x8 POST 24 CCQ46 S2.2 6x6 POST ECCQ66 514x16 LVL RIDGE BEAM (2.0E MINIMUM)
6x6 POST
6x6 POST 6x6 KP 29 S2.2 28 S2.2
6x12
6x12
6x12 6x12 6x6 KP 36 S2.2 39 S2.2 2x12's @ 24" o/c 22 S2.2 21 S2.2 22 S2.2 23 S2.2 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS. X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 12" @ 32" 5 8" @ 32" or 12" @ 24" 5 8" @ 24" or 12" @ 16" 5 8" @ 24" or 12" @ 16" 5 8" @ 16" or 12" @ 12" 5 8" @ 12" or 12" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 12" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 38" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 1 ABC 2 HDU2 HDU2 HDU2 1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0" 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. 4 FOUNDATION PLAN CRAFTSMAN 6x6 POST 1 S2.1 1 S2.1 1 S2.1 1 S2.1 8 S2.1 5 3 S2.1 3 S2.1 3 S2.1 TYP. 4 5 HDU2 HDU2 3 S2.14 HDU2 HDU2 4 3 S2.1 HDU2 5 1'-0" HDU2 5 4 S2.1 HDU2 6x6 POST CB66 6x6 POST CB66 2'-0" SQ. x 18" DEEP PAD FOOTING 2'-0" SQ. x 18" DEEP PAD FOOTING 2 S2.1 2 S2.1 2'-9" SQ. x 18" DEEP PAD FOOTING w/ (5) No. 4 BARS EA. WAY 1'-0" 1'-0"
4x8 POST 5 S2.1 3 S2.1 35 S2.2 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant CRAFTSMAN FOUNDATION & FRAMING PLANS1.1 27 February 2026 30 January 2026 30 January 2026 389
BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS. X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 12" @ 32" 5 8" @ 32" or 12" @ 24" 5 8" @ 24" or 12" @ 16" 5 8" @ 24" or 12" @ 16" 5 8" @ 16" or 12" @ 12" 5 8" @ 12" or 12" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 12" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 38" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 1 AB 2 C 2x12's @ 24" o/c 6x4 12' 5.9' 3.8' 1/4"=1'-0" ROOF FRAMING PLAN 6x4 4x6 KING POST ECCQ46 4 5 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 MONTEREY 4 2x10's CJ @ 16" o/c 2x6's @
24" o/c12' 5 6x4 18 S2.1 TYP. 3.3' 4 21 S2.2
6x4 6x4 6x4 6x4 6x8 6x4
6x4 6x4 6x4 6x4 6x4 6x6 6x4 2x12's @ 24" o/c 6.3' 4 514x16 LVL RIDGE BEAM (2.0E MINIMUM)
6x4
4x10 4.5' 5 12' 5 4x8 POST 24 CCQ46 S2.2 6x6 POST ECCQ66 514x16 LVL RIDGE BEAM (2.0E MINIMUM) 32 S2.2 39 S2.2 2x12's @ 24" o/c 22 S2.2 21 S2.2 22 S2.2 4x6 KNEE
BRACE 4x4
4x6 KNEE
BRACE
4x6 KNEE
BRACE
4x6 KNEE
BRACE INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. 3 1 AB 2 C HDU2 HDU2 HDU2 1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0" 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. 4 FOUNDATION PLAN 6x6 POST 1 S2.1 1 S2.1 1 S2.1 1 S2.1 8 S2.1 5 3 S2.1 3 S2.1 3 S2.1 TYP. MONTEREY 4 5 HDU2 HDU2 3 S2.14 HDU2 HDU2 4 3 S2.1 HDU2 5 1'-0" HDU2 5 4 S2.1 HDU2 2 S2.1 2 S2.1 2'-9" SQ. x 18" DEEP PAD FOOTING w/ (5) No. 4 BARS EA. WAY 1'-0" 1'-0"
4x8 POST 5 S2.1 3 S2.1 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant MONTEREY FOUNDATION & FRAMING PLANS1.2 27 February 2026 30 January 2026 30 January 2026 390
BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS. X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 12" @ 32" 5 8" @ 32" or 12" @ 24" 5 8" @ 24" or 12" @ 16" 5 8" @ 24" or 12" @ 16" 5 8" @ 16" or 12" @ 12" 5 8" @ 12" or 12" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 12" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 38" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 1 AB 2 C 2x12's @ 24" o/c 6x4 12' 5.9' 3.8' 1/4"=1'-0" ROOF FRAMING PLAN 6x4 ST6215 T.P. TO BEAM 4x6 KING POST ECCQ46 4 5 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 FARMHOUSE 4 2x10's CJ @ 16" o/c 12' 5 6x4 18 S2.1 TYP. 20 S2.1 3.3' 4 21 S2.26x4 6x4 6x4 6x4 6x8 6x4 6x4 6x4 6x4 6x4 6x4 6x6 6x4 2x12's @ 24" o/c 6.3' 4 514x16 LVL RIDGE BEAM (2.0E MINIMUM)
6x4
4x10 4.5' 5 2x12's @ 24" o/c 2x12's @ 24" o/c 12' 5 4x8 POST 24 CCQ46 S2.2 6x6 POST ECCQ66 514x16 LVL RIDGE BEAM (2.0E MINIMUM) 29 S2.2 6x6 POST 6x6 KP
6x12
6x12
6x12 28 S2.2 6x6 POST 36 S2.2 6x6 KP 6x12 39 S2.2 2x12's @ 24" o/c 22 S2.2 21 S2.2 22 S2.2 27 S2.2 23 S2.2 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. 3 1 AB 2 C HDU2 HDU2 HDU2 1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0" 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. 4 FOUNDATION PLAN 6x6 POST 1 S2.1 1 S2.1 1 S2.1 1 S2.1 8 S2.1 5 3 S2.1 3 S2.1 3 S2.1 TYP. FARMHOUSE 4 5 HDU2 HDU2 3 S2.14 HDU2 HDU2 4 3 S2.1 HDU2 5 1'-0" HDU2 5 4 S2.1 HDU2 2 S2.1 2 S2.1 2'-0" SQ. x 18" DEEP PAD FOOTING 6x6 POST CB66 2'-0" SQ. x 18" DEEP PAD FOOTING 6x6 POST 2'-9" SQ. x 18" DEEP PAD FOOTING w/ (5) No. 4 BARS EA. WAY 1'-0" 1'-0"
4x8 POST 5 S2.1 3 S2.1 6 S2.1 CB66 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant FARMHOUSE FOUNDATION & FRAMING PLANS1.3 27 February 2026 30 January 2026 30 January 2026 391
2025_Wildomar City of Wildomar Accessory Dwelling Units YSP/CRP/JDJG revisions project no. sheet no. drawn by date description project SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant 30 January 2026 S2.1 Structural Details27 February 2026 30 January 2026 30 January 2026 392
2025_Wildomar City of Wildomar Accessory Dwelling Units YSP/CRP/JDJG revisions project no. sheet no. drawn by date description project SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant 30 January 2026 Structural DetailsS2.2 27 February 2026 30 January 2026 30 January 2026 393
2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Example Energy Calculations T24.1 27 February 2026 30 January 2026 30 January 2026 394
2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Example Energy Calculations T24.2 27 February 2026 30 January 2026 30 January 2026 395
2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Example Energy Calculations T24.3 27 February 2026 30 January 2026 30 January 2026 396
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
APPLICANT AGREEMENT
Consultant
AS NOTED
PROJECT DIRECTORY SHEET INDEX
BUILDING INFORMATION
PROJECT DESCRIPTION
PROJECT INFORMATION PROJECT CHECKLIST STYLE AND OPTION SELECTIONS
WILDOMAR, CALIFORNIA
APPLICANT
NAME:
ADDRESS:
PHONE:
EMAIL:
OWNER
NAME:
ADDRESS:
PHONE:
EMAIL:
SITE PLAN & TITLE SHEET PREPARATION
COMPANY:
CONTACT:
PHONE:
EMAIL:
ADDRESS:
CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT
23300 WILDOMAR TRAIL
WILDOMAR, CA 92595
(951) 677-4400
ZONING:
SETBACKS
FRONT:
REAR:
SIDE (INTERIOR):
SIDE (STREET):
ALLOWABLE PROPOSED
DISTANCE BETWEEN STRUCTURES
ALLOWABLE PROPOSED
PARKING
REQUIRED PROVIDED
SIDE (CORNER):
LOT COVERAGE
ALLOWABLE PROPOSED
LOT SIZE:
APPLICANT AGREES TO PROVIDE ALL NECESSARY INFORMATION REQUIRED TO COMPLETE THESE CONSTRUCTION DOCUMENTS. MODIFICATIONS TO THE PERMIT-READY DOCUMENTS PROVIDED BY
MICHAEL BAKER INTERNATIONAL ARE TO BE DISCLOSED BY THE APPLICANT AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. ANY MODIFICATIONS TO THESE CONSTRUCTION DOCUMENTS REQUIRE EACH SHEET TO BE SIGNED BY THE PERSON WHO MADE THE CHANGES. ANY ADDITIONAL
SHEETS INCORPORATED INTO THESE DOCUMENTS ALSO REQUIRES A SIGNATURE BY THE PERSON WHO PREPARED THE INFORMATION. THE FOUNDATION DESIGN FOR THESE PERMIT-READY CONSTRUCTION DOCUMENTS ASSUMES STANDARD SOILS CONDITIONS AND LEVEL TOPOGRAPHY. IF SITE SPECIFIC
CONDITIONS REQUIRE A FOUNDATION DESIGN BEYOND WHAT IS PROVIDED IN THESE DOCUMENTS THE
THE APPLICANT IS TO PROVIDE A NEW FOUNDATION DESIGN THAT COMPLIES WITH THE RECOMMENDATION OF THE GEOGRAPHIC ENGINEER ’S REPORT.
BY SIGNING BELOW THE APPLICANT AGREES TO THE STATEMENT ABOVE AND WILL COMPLY WITH ALL LOCAL CODE REQUIREMENTS.
SIGNATURE: DATE:
VICINITY MAP
APPLICABLE CODES
AND STANDARDS:
WILDOMAR MUNICIPAL CODE
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)
WILDOMAR ADMINISTRATIVE PROVISIONS
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 2022 CALIFORNIA ENERGY CODE (CEEC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA FIRE CODE (CFC)
SITE ADDRESS:
OCCUPANCY GROUP: R3
CONSTRUCTION TYPE: VB
STORIES: 1
HEIGHT:
OWNER OR APPLICANT TO SELECT ONE OF THE FOLLOWING STYLES AND ONE OF EACH OF THE SUBSEQUENT OPTIONS WITHIN THE SELECTED STYLE. MARK SELECTIONS WITH "X". FINISH COLORS OF ADU TO MATCH PRINAICPAL DWELLING UNIT.
CRAFTSMAN
FIBER CEMENT LAP SIDING
STONE VENEER
FIBER CEMENT TRIM
COLOR:
COLOR:
COLOR:
ASPHALT SHINGLE ROOF
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
CRAFTSMAN PORCH
FIBER CEMENT LAP SIDING
STONE VENEER
FIBER CEMENT TRIM
COLOR:
COLOR:
COLOR:
ASPHALT SHINGLE ROOF
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
MONTEREY
STUCCO
FIRE CEMENT TRIM
COLOR:
COLOR:
CONCRETE TILE ROOF
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
MONTEREY PORCH
STUCCO
FIBER CEMENT TRIM
COLOR:
COLOR:
CONCRETE TILE ROOF
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
MODERN FARMHOUSE
BOARD AND BATTEN FIBER CEMENT PANEL SIDING
EXTERIOR FIBER CEMENT TRIM
COLOR:
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
ROOF MATERIAL
COLOR:
OPTION A - ASPHALT SHINGLE ROOF
OPTION B - STANDING SEAM METAL ROOF
MODERN FARMHOUSE PORCH
BOARD AND BATTEN FIBER CEMENT PANEL SIDING
EXTERIOR FIBER CEMENT TRIM
COLOR:
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
ROOF MATERIAL
COLOR:
OPTION A - ASPHALT SHINGLE ROOF
OPTION B - STANDING SEAM METAL ROOF
WINDOWS
COLOR:
WINDOWS
COLOR:
WINDOWS
COLOR:
WINDOWS
COLOR:
WINDOWS
COLOR:
WINDOWS
COLOR:
WASTE WATER
FIRE SPRINKLERS
GAS SERVICE
ADDITIONAL PERMITS TO BE OBTAINED BY APPLICANT
ADU TO HAVE NEW CONNECTION TO CITY SEWER MAIN
ADU TO CONNECTO EXISTING RESIDENCE SEWER LATERAL
SEPTIC (REQUIRES HEALTH DEPARTMENT APPROVAL)
UPGRADED SERVICE
EXISTING SERVICE TO REMAIN
NEW SERVICE
SIZE OF EXISTING SERVICE:
SIZE OF PROPOSED SERVICE:
EXISTING PRIMARY RESIDENCE CURRENTLY HAS FIRE SPRINKLERS
EXISTING PRIMARY RESIDENCE DOES NOT CURRENTLY HAVE FIRE SPRINKLERS
PROPERTY IS LOCATED IN THE VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFSZ)
PROPERTY IS NOT LOCATED IN THE VERY HIGH FIRE HAZARD SEVERITY ZONE
PROPOSED ADU IS REQUIRED TO HAVE FIRE SPRINKLERS IF THE EXISTING PRIMARY
RESIDENCE HAS FIRE SPRINKLERS
SPRINKLERS REQUIRED:
OPTION A - YES
OPTION B - NO
FIRE RATED DETAILS
1. 2.
3. 4.
FIRE RATED DETAILS ARE REQUIRED WHEN:
THE PROPERTY IS LOCATED IN THE VHFSV
BUILDING WALLS AND/OR ROOF EAVES ARE LESS THAN 5 FT FROM THE PROPERTY
LINE IN AN UNSPRINKLERED BUILDING
BUILDING WALLS AND/OR EAVES ARE LESS THAN 3 FT FROM THE PROPERTY LINE IN A SPRINKLERED BUILDING.
BUILDING WALLS AND/OR ROOF EAVES ARE LESS THAN 10 FT FROM THE MAIN
DWELLING OR ADJACENT BUILDING/STRUCTURE UNIT IN AN UNSPRINKLERED BUILDINGBUILDING WALLS AND/OR ROOF EAVES ARE LESS THAN 6 FT FROM THE
MAIN DWELLING UNIT ADJACENT BUILDING/STRUCTUREIN A SPRNKLERED BUILDING
OPTION A - YES
OPTION B - NO
FIRE RATED DETAILS REQUIRED:
HERS NOTES
ELECTRICAL SERVICE
UPGRADED SERVICE
EXISTING SERVICE TO REMAIN
NEW SERVICE
SIZE OF EXISTING SERVICE:
SIZE OF PROPOSED SERVICE:
APN:
ADDITIONAL PERMITS
FIRE SPRINKLERS (WHEN REQUIRED)
1. 2.
PHOTOVOLTAIC SYSTEM
SYSTEM MUST BE INSTALLED AND OPERATIONAL PRIOR TO FINAL BUILDING INSPECTION AND APPROVAL FOR ADU (WHEN REQUIRED).
FOR AN EXISTING PHOTOVOLATIC SYSTEM OF SUFFICIENT SIZE ON THE
PRIMARY RESIDENCE TO ACCOMODATE THE NEW ADU, THE
OWNER/APPLICANT IS TO PROVIDE A REPORT INDICATING THE
EXISTING SIZE OF THE PV PANEL.
OWNER OR APPLICANT TO MARK SELECTIONS WITH "X"
ROOF FRAMING
ROOF FRAMING PER DRAWINGS
ROOF TRUSSES
IN LIEU OF ROOF DETAILS PROVIDED ON THESE PLANS, OWNER IS TO CONTRACT
WITH AN INDEPENDENT TRUSS COMPANY AND SUBMIT TRUSS CALCULATIONS TO THE CITY OF WILDOMAR FOR APPROVAL. INDICATE ON THE CHECKLIST BELOW IF TRUSS PACKAGE WILL BE PROVIDED AS A SEPARATE SUBMITTAL.
ADDITIONAL SUPPORTING DOCUMENTS (BY APPLICANT)
COMPLETED COVER SHEET (G-0.0)
SITE PLAN SHEET (AS-1.1) FOR CITY OF
WILDOMAR REVIEW
DEMOLITION PERMIT IF REQUIRED HOLD HARMLESS AGREEMENT
TITLE 24 ENERGY CALCULATION REPORT
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR WHICH IT WAS
PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER TIME
AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR REDUCE THE RECIPIENT'S RESPONSIBILITY TO
VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO
WARRANTIES OF ANY NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY.
FURTHERMORE, THE RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS HARMLESS FROM ANY AND
ALL CLAIMS, SUITS, LIABILITY, DEMANDS, JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING
THERE FROM ANY USE OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
1. 2.
3. 4.
5. 6.
7. PROPERLY COMPLETED AND ELECTRONICALLY SIGNED CERTIFICATE OF INSTALLATION (CF2R FORMS) SHALL BE POSTED WEATHER PROTECTED WITHIN BUILDING FOR REVIEW BY INSPECTORS - EES 10-103( A)3, 10-103(B )1.A - BY THE
INSTALLING CONTRACTOR AND SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION AT THE SITE. FOR PROJECTS REQUIRING HERS VERIFICATION, THE CF2R FORMS SHALL BE REGISTERED WITH A CALIFORNIA APPROVED HERS PROVIDER DATA REGISTRY WITH ITS OWN UNIQUE 21 DIGIT REGISTRATION NUMBER LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 12 DIGITS WILL MATCH THE REGISTRATION NUMBER ASSOCIATED WITH THE CF1 R FORM. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE CF2R FORMS ARE REVIEWED AND APPROVED.
PROPERLY COMPLETED & ELECTRONICALLY SIGNED AND REGISTERED CERTIFICATE(S) OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (CF3R) SHALL BE
POSTED WEATHER PROTECTED WITHIN THE BUILDING SITE BY A CERTIFIED HERS RATER. A REGISTERED CF3R WILL HAVE A UNIQUE 25 DIGIT REGISTRATION NUMBER LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 20 DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION NUMBER ASSOCIATED WITH THE CF2R. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE CF3R IS REVIEWED AND APPROVED. EES 10-103(0)3, 10-103(B)1.A.
CF1 R REGISTRATION FORMS ARE LOCATED ON THE PLANS. IF REGISTRATION IS REQUIRED, A WATER-MARK AND REGISTRATION NUMBER WILL BE VISIBLE. QUALITY INSULATION INSPECTION - HIRE HERS RATER EARLY BEFORE DRYWALL. VARIABLE
CAPACITY HEAT PUMP - DUCTLESS UNITS ENTIRELY LOCATED IN CONDITIONED
SPACE, AIRFLOW IN HABITABLE ROOMS, WALL MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 S. F., VERIFY HEAT PUMP RATED CAPACITY, AND REFRIGERANT CHARGE. AT ADU -STUDIO, 1 BED, 2 BED & 2 BED 2 BATH - R-6 DUCTS IN CONDITIONED SPACE, VERIFIED EER/EER2, SEER/SEER2, HSPF, HEAT PUMP RATED HEATING CAPACITY, MIN AIRFLOW, REFRIGERANT CHARGE, & FAN WATT DRAW/FAN EFFICACY.
REFERENCE KEYNOTE MP14 ON SHEET MEP.1 FOR KITCHEN RANGE HOOD CFM REQUIREMENTS.
FOR IAQ FAN - PLEASE SEE SITE SPECIFIC CALCULATIONS FOR CFM REQUIRED FOR A CONTINUOUSLY OPERATING EXHAUST FAN. PROVIDE A TIMER SWITCH WITH A MANUAL OFF AND A SOUND RATING OF 1 SONE (3 SONES MAX FOR AN INTERMITTENT FAN). THIS FAN TO PROVIDE A WHOLE BUILDING INDOOR AIR QUALITY VENTILATION WITH OUTDOOR AIR IN COMPLIANCE WITH ASHRAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION.
PV SYSTEM SOLAR: SEE SITE SPECIFIC T24 SHEETS FOR KWDC REQUIRED. POSSIBLE PV EXCEPTION 2: NO PV REQUIRED WHEN MINIMUM PV SIZE < 1.8 KWDC(SECTION 150.1 (C)14) PV EXEMPTION BASED IN UPDATED ENERGY CALCULATIONS WITH SITE SPECIFIC INFORMATION.
SPECIAL FEATURES: VCHP REQUIRED ITEMS LISTED ABOVE, EXPOSED SLAB FLOORING, AND NEEA RATED HEAT PUMP WATER HEATER; SPECIFIC BRAND/MODEL OR EQ., AND SOLAR EXEMPTION 2 WAS TAKEN AT STUDIO & 1 BED NEW 2022 ELECTRIC READY REQUIREMENTS FOR NEW CONSTRUCTION: IF HEAT
PUMP WATER HEATER IS NOT INSTALLED, PROVIDE SPACE FOR THIS TYPE OF WATER HEATER. A 240V OUTLET IS REQUIRED FOR WATER HEATER, DRYER, AUTO CHARGING, AND STOVE INCLUDING BREAKER SPACE. ENERGY STORAGE SYSTEM FOR A FUTURE
BATTERY SYSTEM (BATTERY READY) IS REQUIRED IF FULL SYSTEM IS NOT INSTALLED.
GRADING PERMIT IF REQUIRED AS
DETERMINED BY CITY OF WILDOMAR
ENGINEERING DEPARTMENT
POLYCARBONATE TRELLIS ROOF
COLOR:
CONSTRUCTION WASTE MANAGEMENT
PLAN
COVER SHEET
G-0.0
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
FINAL DESIGN - 02/27/2026
3 BEDROOM A
AS-1.1 ARCHITECTURAL - SITE PLAN
A-1.0 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
A-1.1 3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (CRAFTSMAN) A-1.2 3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (CRAFTSMAN PORCH) A-1.3 3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MONTEREY) A-1.4 3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MONTEREY PORCH) A-1.5 3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MODERN FARMHOUSE) A-1.6 3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MODERN FARMHOUSE PORCH) A-2.1 3 BEDROOM A - EXTERIOR ELEVATIONS (CRAFTSMAN)
A-2.2 3 BEDROOM A - EXTERIOR ELEVATIONS (CRAFTSMAN PORCH) A-2.3 3 BEDROOM A - EXTERIOR ELEVATIONS (MONTEREY)
A-2.4 3 BEDROOM A - EXTERIOR ELEVATIONS (MONTEREY PORCH) A-2.5 3 BEDROOM A - EXTERIOR ELEVATIONS (MODERN FARMHOUSE) A-2.6 3 BEDROOM A - EXTERIOR ELEVATIONS (MODERN FARMHOUSE PORCH) A-3.1 3 BEDROOM A - BUILDING SECTIONS (CRAFTSMAN)
A-3.2 3 BEDROOM A - BUILDING SECTIONS (CRAFTSMAN PORCH) A-3.3 3 BEDROOM A - BUILDING SECTIONS (MONTEREY)
A-3.4 3 BEDROOM A - BUILDING SECTIONS (MONTEREY PORCH)
A-3.5 3 BEDROOM A - BUILDING SECTIONS (MODERN FARMHOUSE) A-3.6 3 BEDROOM A - BUILDING SECTIONS (MODERN FARMHOUSE PORCH) A-5.1 DETAILS
A-5.2 ROOF DETAILS
A-5.3 DETAILS
A-6.1 WINDOW AND DOOR SCHEDULES & DETAILS
G-0.0 COVER SHEET
G-0.1 EXTERIOR VIEWS - STYLE OPTIONS
G-0.2 CALGREEN RESIDENTIAL CHECKLIST
G-0.3 CALGREEN RESIDENTIAL CHECKLIST
13' - 8"
PORCH AREAS ARE AS FOLLOWS:
CRAFTSMAN PORCH: 110 SF (1,104 SF TOTAL)
MONTEREY PORCH: 73 SF (1,067 SF TOTAL)
MODERN FARMHOUSE PORCH: 92 SF (1,086 SF TOTAL)
NEW CONSTRUCTION OF A ONE STORY 994 SF DETACHED 3 BEDROOM, 1 BATHROOM ACCESSORY DWELLING UNIT.
, U
REVISIONS
NO. DATE DESCRIPTION
MEP.0 MECHANICAL/ELECTRICAL/PLUMBING GENERAL NOTES
MEP.1 MECHANICAL/ELECTRICAL/PLUMBING PLANS
S0.1 STRUCTURAL NOTES & SPECIFICATIONS
S1.1 CRAFTSMAN FOUNDATION & FRAMING PLAN
S1.2 CRAFTSMAN + PORCH FND & FRAMING PLAN
S1.3 MONTEREY FOUNDATION & FRAMING PLAN
S1.4 MONTEREY + PORCH FND & FRAMING PLAN
S1.5 FARMHOUSE FOUNDATION & FRAMING PLAN
S1.6 FARMHOUSE + PORCH FND & FRAMING PLAN
S2.1 STRUCTURAL DETAILS
S2.2 STRUCTURAL DETAILS
T24.1 EXAMPLE TITLE 24 CALCULATIONS
T24.2 EXAMPLE TITLE 24 CALCULATIONS
T24.3 EXAMPLE TITLE 24 CALCULATIONS
397
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
EXTERIOR VIEWS - STYLE OPTIONS
G-0.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
REVISIONS
NO. DATE DESCRIPTION
SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - MONTEREY 3
SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - MONTEREY PORCH 4
SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - MODERN FARMHOUSE 5
SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - MODERN FARMHOUSE PORCH 6
SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - CRAFTSMAN 1
SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - CRAFTSMAN PORCH 2
398
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
CALGREEN RESIDENTIAL CHECKLIST
G-0.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
REVISIONS
NO. DATE DESCRIPTION
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 Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. 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 Section 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 an 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.
4.106.4.2.1 Reserved.
4.106.4.2.2 Multifamily dwellings, hotels and motels
1. EV ready parking spaces with receptacles.
a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles.
b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site.
Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency.
Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations:
1. For 20-ampere receptacles, NEMA 6-20R
2. For 30-ampere receptacles, NEMA 14-30R
3. For 50-ampere receptacles, NEMA 14-50R
2. EV ready parking spaces with EV chargers.
a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors.
b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests.
Where low power Level 2 EV charging receptacles or Level 2 EV chargers 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 EV chargers shall have a capacity of not less than 30 amperes.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1.
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 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location.
EVCS spaces shall be designed to comply with the following:
1. The minimum length of each EVCS space shall be 18 feet (5486 mm).
2. The minimum width of each EVCS space shall be 9 feet (2743 mm).
3. One in every 25 EVCS 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 EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following:
a. The EVCS 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.
b. The EVCS 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.
4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces.
In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where 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 Reserved.
4.106.4.2.4 Reserved.
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 multi-family buildings.
Where 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 EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.”
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.
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. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement) 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
399
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
CALGREEN RESIDENTIAL CHECKLIST
G-0.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
REVISIONS
NO. DATE DESCRIPTION
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 LIMIT1,2
(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 LIMITS1 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 COATINGS2,3
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. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement) Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
400
EXISTING MAIN DWELLING
STREET NAME
ADDRESS
FOOTPRINT AREA (SF)
F.F. ELEV
XXX' (DISTANCE)
N XX°XX'XX" W
XXX' (DISTANCE)
S XX°XX'XX" E
XXX' (DISTANCE)
N XX°XX'XX" W
XXX' (DISTANCE)
S XX°XX'XX" E
EXISTING SIDEWALK
CL
XX' - XX" XX' - XX" XX' - XX"
XX' - XX" XX' - XX" XX' - XX"
XX' - XX"
SETBACK
XX' - XX"
SETBACK
SETBACK
XX' - XX"
SETBACK
XX' - XX"
X
PROPOSED ADU
EXAMPLE
FOOTPRINT AREA (SF)
F.F. ELEV
XX' - XX"
ADU LENGTH
XX' - XX" XX' - XX"
XX' - XX"
ADU WIDTH
X' - X" XX' - XX"
INDICATE ROOF
OVERHANGS AND
PORCHES
EXISTING DRIVEWAY
SLOPE (2% MIN, 12% MAX)
SLOPE DN
EXISTING
SHED
XX' - XX"
XXXXXXXXXXX
EXISTING
RETAINING WALL
PROPERTY
LINE, TYP.
SETBACK
LINE, TYP.
XXX
XXX
PLAN
NORTH
N
EXISTING FENCE
XX' - XX"
EASEMENT
XX' - XX"
0 SCALE:
5' - 0" 10' - 0" 20' - 0"
1" = 10' - 0"
EXISTING
HARDSCAPE PATIO
EXISTING
CURB
XX' - XX"
G G G
G
G
GE E E E E
W
SS SS SS SS SS SS SS SS SS
E
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
1. 2.
3. 4.
5. 6.
7. 8.
9. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
CALL BEFORE YOU DIG! CONTACT UNDERGROUND SERVICE
ALERT OF CALIFORNIA AT LEAST TWO WORKING DAYS PRIOR TO
EXCAVATING, NOT INCLUDING THE DATE OF NOTIFICATION.
LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM
FOUNDATION WALLS. THE GRADE SHALL FALL NOT FEWER THAN
6 IN WITHIN THE FIRST 10 FT (5% MIN).
WHERE LOT LINES, WALLS, SLOPES, OR OTHER PHYSICAL
BARRIER PROHIBIT 6 IN OF FALL WITHIN 10 FT, DRAINS OR
SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY
FROM THE STRUCTURE.
IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING
FOUNDATION SHALL BE SLOPED NOT LESS THAN 2% AWAY FROM
THE BUILDING.
DWELLING UNITS 150 FT OR MORE FROM A PUBLIC RIGHT-OFWAY SHALL BE REQUIRED TO PROVIDE "ALL-WEATHER ACCESS"
FOR EMERGENCY VEHICLES AS REQUIRED BY THE RIVERSIDE
COUNTY FIRE DEPARTMENT.
EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A
CLEAN OUT AT ITS UPPER TERMINAL, AND EACH RUN OF PIPING THAT IS MORE THAN100 FEET IN TOTAL DEVELOPED LENGTH
SHALL BE PROVIDED WITH A CLEAN OUT FOR EACH 100 FEET, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN
ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE
FOR EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION
EXCEEDING 135 DEGREES. [CPC 2022 SECTION 707.4]
PLUMBING FIXTURES AND FITTINGS INSTALLED IN RESIDENTIAL
BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE
REQUIREMENTS OF SECTIONS 4.303.1.1 - 4.303.1.4.4 OF CRC 2022.
PLUMBING FIXTURES AND FITTINGS REQUIRED IN SECTION
4.303.1 SHALL BE INSTALLED IN ACCORDANCE WITH CPC 2022
AND SHALL MEET THE APPLICABLE REFERENCE STANDARDS.
SITE PLAN GENERAL SHEET NOTES
SITE PLAN CHECKLIST REQUIREMENTS
APPLICANT NAME, ADDRESS, AND CONTACT INFORMATION
PROPERTY OWNER NAME, ADDRESS, AND CONTACT
INFORMATION IF DIFFERENT FROM APPLICANT
ACCESSOR'S PARCEL NUMBER OF PROPERTY WHERE THE ADU
IS PROPOSED
PROPERTY LINE METES AND BOUNDS
FOOTPRINT AND AREA OF EXISTING AND PROPOSED BUILDINGS
AND STRUCTURES
BUILDING SEPARATION DIMENSIONS BETWEEN THE PROPOSED
ADU AND ANY EXISTING BUILDING AND STRUCTURES
LOCATION AND HEIGHT OF ALL FENCES AND RETAINING WALLS
INDICATE AND DIMENSION ALL REQUIRED AND PROPOSED
SETBACKS AND LABEL YARDS
PROVIDE LOT AREA
LOT COVERAGE CALCULATION
LOCATION AND SIZE OF EXISTING AND NEW UTILITIES
INCLUDING LATERAL LINES, WELLS, SEPTIC TANKS, LEACH
LINES, EXISTING SEEPAGE PITS, AND DRAINAGE STRUCTURES.
PROVIDE LOCATION OF SEWER CLEANOUTS.
IDENTIFY THE PIPING MATERIALS FOR EACH PLUMBING
SYSTEM.
LOCATION AND DIMENSIONS OF ALL EASEMENTS
INDICATE ALL METHODS OF CIRCULATION INCLUDING
SIDEWALKS, STREETS, DRIVEWAYS, OFF-STREET PARKING,
PATHWAYS, AND ANY HARDSCAPING.
LOCATION OF EXISTING AND NEW METERS
INDICATE SUBPANEL SIZE AND PROVIDE AN ELECTRICAL LOAD
CALCULATION FOR THE EXISTING PANEL TO VERIFY THE
CAPCITY OF THE EXISTING PANEL IS SUFFICIENT TO CARRY
THE LOAD OF THE EXISTING LOAD AND NEW SUBPANEL.
SITE CONTOURS, SPOT ELEVATIONS AT ALL STAIRS, RAMPS &
LANDINGS, AND FINISH FLOOR ELEVATIONS
LOCATION OF PROPOSED VEGETATION
LEGEND OF SYMBOLS, LINE TYPES, AND ABBREVIATIONS
DRAWING SCALE
NORTH ARROW
LEGEND
CONCRETE PAVING
LANDSCAPE AREA
PROPERTY LINE
SETBACK
EXISTING CONTOURS
NEW CONTOURS
RETAINING WALL
XX FENCE LINE
EASEMENT
ELECTRICAL UTILITY LINE
GAS UTILITY LINE
WATER UTILITY LINE
SEWER LINE
SPOT ELEVATION
EGW
XXX' SS
XXX'
ELECTRICAL PANEL
(SIZE)
GAS METER
W WATER METER EG
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
ARCHITECTURAL - SITE PLAN
AS-1.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
SCALE: 1" = 10'-0"
SAMPLE SITE PLAN
1 REVISIONS
NO. DATE DESCRIPTION
401
ARCHITECTURAL MATERIALS LEGEND
CONCRETE
EARTH
BATT INSULATION
ROOF, TAPERED, CAVITY OR RIGID INSULATION
PLYWOOD
HORIZONTAL FIBER CEMENT SIDING
BOARD AND BATTEN SIDING
STONE VENEER
STUCCO
TILE ROOF
STANDING SEAM METAL ROOF
SHINGLE ROOF
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
15. 16.
17. 18.
19. CONSTRUCTION AND CONSTRUCTION DOCUMENTATION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES, LAWS AND SAFETY ORDERS AS DIRECTED BY LOCAL JURISDICTION.
APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. [CRC R105.3.2]
EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS THE WORK AUTHORIZED COMMENCES WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS. [CRC R105.5]
ALL DIMENSIONS ARE IN FEET / INCHES UNLESS NOTED OTHERWISE.
DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER IF A DISCREPANCY IS FOUND.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
ALL NON-DIMENSIONED DOOR LOCATIONS SHALL BE LOCATED 3 ½ ” FROM THE ADJACENT WALL TO THE HINGE SIDE OF THE DOOR OPENING.
DETAILS SHOWN ON DRAWINGS ARE TYPICAL FOR ALL SIMILAR CONDITIONS.
DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND ARE TO BE REVIEWED AND APPROVED BY THE CTIY OF WILDOMAR.
VERIFY ALL DIMENSIONS IN THE FIELD AND COORDINATE DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS WITH FABRICATION AND FIELD CONDITIONS. STAKE OUT STRUCTURE FOR OWNER ’S APPROVAL PRIOR TO STARTING ANY WORK.
CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS REQUIRED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES SPECIFIED.
CONTRACTOR SHALL CLEAN, PATCH AND REPAIR ALL SURFACES DAMAGED BY DEMOLITION, ALTERATION OR INSTALLATION OF THE WORK.
CONTRACTOR AND SUBCONTRACTOR SHALL ALL BE LICENSED TO PERFORM THEIR REQUESTED DUTIES AS REQUIRED IN ACCORDANCE WITH LOCAL STANDARDS.
PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. THE GENERAL
CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS. GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION.
APPLICANT IS RESPONSIBLE FOR PROVIDING SITE PLAN TO THE CITY FOR REVIEW AND APPROVAL.
PHOTOVOLTAIC SYSTEM (PV) SHALL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION.
AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITY WITHIN A PUBLIC STREET RIGHT-OF-WAY.
PROVIDE CONSTRUCTION WASTE MANAGEMENT PLAN PER 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE.
GENERAL NOTES
1. 2.
3. 4.
5. 6.
7. 1.
2. 3.
4. 5.
8. 9.
10. 11.
1. 2.
12. 13.
14. 15.
DIFFUSERS AND GRILLS TO MATCH COLOR OF SURFACE AT WHICH THEY ARE MOUNTED, UNLESS OTHERWISE NOTED.
PLUMBING, ELECTRICAL, AND SPRINKLER EQUIPMENT, IF REQUIRED, TO BE PAINTED TO MATCH COLOR OF ADJACENT SURFACE.
FLOOR FINISH TO CONTINUE UNDER MILLWORK WHERE FLOOR IS VISIBLE.
SILICONE SEALANT AT GLAZING TO BE CLEAR, UNLESS OTHERWISE NOTED.
TRANSITION OF FLOOR MATERIALS OCCURRING IN OPENINGS WITH DOORS TO BE LOCATED UNDER THE CENTER OF THE DOOR IN THE CLOSED POSITION. TRANSITION OF FLOOR MATERIAL OCCURRING WITH NO DOOR TO BE LOCATED TO ALIGN WITH THE FACE OF THE PARTITION, U.O.N ALL WALL AND CEILING FINISHES SHALL COMPLY WITH CRC 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY. ALL FINISHES MUST COMPLY WITH ALL APPLICABLE FIRE, LIFE SAFETY, AND BUILDING CODES.
PROVIDE REINFORCEMENT FOR GRAB BARS IN AT LEAST ONE BATHROOM [CRC SECTION R327.1.1, AGING-IN-PLACE DESIGN AND FALL PREVENTION]
REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY.
REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH NOMINAL LUMBER OR OTHER MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES AND 39 ¼” INCHES ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING.
WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL.
SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED.
BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT
FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM.
PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO SHELVING AND BATHROOM FIXTURES.
PROVIDE REQUIRED CLEARANCES FOR BATHROOM FIXTURES, INCLUDING WATER CLOSETS AND SHOWER COMPARTMENTS AS ILLUSTRATED ON SHEET A5.1 [CPC 402.5 AND CPC 408]
SEE DETAILS FOR LOCATIONS OF MISCELLANEOUS IRON AND STEEL WORK, INCLUDING BUT NOT LIMITED TO ASSORTED CLIPS, BRACKETS, ANGLES, STRAPS, AND POST ANCHORS. FURNISH AND
INSTALL ALL SUCH ITEMS NECESSARY TO PROVIDE A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY DETAILED OR NOTED ON THE DRAWINGS. ALL EXTERIOR METAL AND HARDWARE IS TO BE GALVANIZED. STEEL IS TO COMPLY WITH ASTM A3.
ATTIC ACCESS [CRC R807.1]
BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENINGS TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS THAN 30 SF. THE VERTICAL HEIGHT SHALL BE
MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE
ROOF FRAMING MEMBERS
THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 IN BY 30 IN AND SHALL BE LOCATED IN A HALLWAY OR OTHER LOCATION WITH READY ACCESS. WHERE THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30
IN AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS.
WOOD SOFFIT/CEILING, SIDING & TRIM
ALL NAILS, FASTENERS AND HARDWARE MUST BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED.
STAPLES ARE NOT PERMITTED.
PROVIDE A WATER-RESISTIVE BARRIER APPLIED OVER STUD OR SHEATHING OF ALL EXTERIOR
WALLS WITH FLASHING, IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS BARRIER BEHIND THE EXTERIOR WALL VENEER [CRC SECTION R703.2]
APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER
TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENT AND COMPLY WITH CRC SECTION 703.4.
FLASHING AND SHEET METAL
ALL FLASHING AND COUNTER FLASHING SHALL BE GALVANIZED AND INSTALLED PER SMACNA STANDARDS. ALL PROPOSED FLASHING AND SHEET METAL MATERIALS, GAUGE, AND INSTALLATION IS TO BE IN ACCORDANCE WITH SMACNA MANUAL STANDARDS.
1. 2.
3. A.
B.
a.
b.
C.
a.
b.
D.
a.
b.
1. 2.
INSTALL CLASS A ROOF ASSEMBLY PER SPECIFICATION BELOW. (CLASS A ROOF ASSEMBLY SHALL BE INSTALLED. IF THE APPLICANT DEVIATES FROM THE ROOF SPECIFICATIONS THE APPLICANT
SHALL PROVIDE A COPY OF THE ICC/UL LISTING)
ROOF COVERING SHALL COMPLY WITH CRC R902 AND CRC R905.
ROOF MATERIAL SPECIFICATIONS
ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER ’S SPECIFICATIONS ASPHALT SHINGLE ROOF - CERTAINTEED (ICC-ES ER ESR-3537) 2”/12” SLOPE (17%) MINIMUM
FOR ROOF SLOPES 2 ”/12” (17%) UP TO 4”/12” (33%), DOUBLE UNDERLAMENT APPLICATION IS REQUIRED [CRC R905.1.1]
STANDING SEAM METAL ROOF - METAL SALES MAGNA-LOC (ICC ES REPORT ESR-2385) ¼”/12” SLOPE (2%) MINIMUM
24 GA
CONCRETE TILE ROOF - EAGLE ROOF PRODUCTS (IAMP UES-ER 1900) 2 ½”/12” SLOPE (25%) MINIMUM
FOR ROOF SLOPES 2 ½”/12” (2%) UP TO 4”/12” (33%), INSTALL DOUBLE UNDERLAYMENT APPLICATION [CRC R905.3.3]
4. ROOF GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AND DESIGNED IN ACCORDANCE WITH SMACNA MANUAL. SIZE AS REQUIRED TO HANDLE THE AMOUNT OF ROOF WATER FOR MAXIMUM STORMS.
5. PROVIDE PLAIN RECTANGULAR ROOF GUTTER.
6. GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER IN HIGH FIRE SEVERITY ZONES.
7. ROOF VENTS
ROOF VENTS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OPENINGS FOR VENTILATION HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH SHALL BE
PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH,
PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF NOT LESS THAN 1/16 INCH AND NOT MORE THAN 1/4 INCH.
GENERAL ARCHITECTURAL NOTES
GENERAL ARCHITECTURAL ROOF NOTES
ABBREVIATIONS
1. 2.
3. 4.
8. FLASHINGS SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE
WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND
AT INTERSECTIONS WITH WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE PER CRC SECTION 903.2.
9. NOT LESS THAN 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF VENTS [CRC SECTION R806.3].
10. INSTALL INSULATION PER CRC SECTION R806.5:
(REFER TO DETAILS A, B, AND C ON SHEET A5.2)
WHERE ONLY AIR-IMPERMEABLE INSULATION IS PROVIDED, IT SHALL BE APPLIED IN DIRECT CONTACT WITH UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING.
WHERE AIR-PERMEABLE INSULATION IS INSTALLED DIRECTLY BELOW THE STRUCTURAL
SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE
STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH R-VALUES BASED ON CLIMATE ZONE PER TABLE R806.5 FOR CONDENSATION CONTROL.
WHERE BOTH AIR-IMPERMEABLE INSULATION AND AIR-PERMEABLE INSULATION ARE PROVIDED,
THE AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE
UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH R-VALUES BASED ON CLIMATE ZONE PER TABLE R806.5 FOR CONDENSATION CONTROL. THE AIR-PERMEABLE
INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE INSULATION
ALTERNATIVELY, SUFFICIENT RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED
DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING TO MAINTAIN THE MONTHLY AVERAGE TEMPATURE OF THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHIGN ABOVE 45 DEG F. FOR CLACULATION PURPOSES, AN INTERIOR AIR TEMPATURE OF 68 DEG IS ASSUMED AND THE
EXTERIOR AIR TEMPERATURE IS ASSUMED TO BE THE MONTHLY AVERAGE OUTSIDE AIR TEMEPRATURE OF THE THREE COLDEST MONTHS.
GENERAL ARCHITECTURAL ROOF NOTES CONTINUED
GENERAL FIRE NOTES
1. 2.
3. 4.
WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL ASSEMBLIES, THE FIRE RATING OF
THOSE ASSESMBLIES SHALL BE MAINTAINED
AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE RATED PARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY OF PARTITION RATING.
SEE SHEET A-6.1 FOR FIRE RATED GLAZING REQUIREMENTS.
THE ADU SHALL COMPLY WITH CHAPTER 7A MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE OF THE 2022 CALIFORNIA BUILDING CODE IF IT IS IN THE VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ).
1. 2.
3. 4.
1. 2.
3. 5.
1. 2.
3. 6.
1. 2.
3. 7.
8. 1.
2. 3.
4. 5.
6. 7.
1. 2.
3. 4.
5. 6.
REQUIREMENTS OF CHAPTER 7A OF THE 2022 CALIFORNIA BUILDING CODE INCLUDE:
705A.2 ROOF COVERINGS. WHERE THE ROOF PROFILE HAS AN AIRSPACE UNDER THE ROOF COVERING, INSTALLED OVER A COMBUSTIBLE DECK, A 72 LB. (32.7 KG) CAP SHEET COMPLYING WITH ASTM D3909 STANDARD SPECIFICATION FOR "ASPHALT ROLLED ROOFING (GLASS FELT) SURFACED WITH MINERAL GRANULES," SHALL BE INSTALLED OVER THE ROOF DECK. BIRD STOPS SHALL BE USED AT THE EAVES WHEN THE PROFILE FITS. TO PREVENT DEBRIS AT THE EAVE. HIP AND RIDGE CAPS SHALL BE MUDDED IN TO PREVENT INTRUSION OF FIRE OR EMBERS. EXCEPTION:
CAP SHEET IS NOT REQUIRED WHEN NO LESS THAN 1" OF MINERAL WOOL BOARD OR OTHER
NONCOMBUSTIBLE MATERIAL IS LOCATED BETWEEN THE ROOFING MATERIAL AND WOOD FRAMING OR DECK. ALTERNATELY, A CLASS A FIRE RATED ROOF UNDERLAYMENT, TESTED IN ACCORDANCE WITH ASTM E108, SHALL BE PERMITTED TO BE USED. IF THE SHEATHING CONSISTS
OF EXTERIOR FIRE-RETARDANT TREATED WOOD, THE UNDERLAYMENT SHALL NOT BE REQUIRED TO COMPLY WITH A CLASS A CLASSIFICATION. BIRD STOPS SHALL BE USED AT THE EAVES WHEN THE PROFILE FITS, TO PREVENT DEBRIS AT THE EAVE. HIP AND RIDGE CAPS SHALL BE MUDDED IN TO PREVENT INTRUSION OF FIRE OR EMBERS.
705.A.3 ROOF VALLEYS. WHERE VALLEY FLASHING IS INSTALLED, THE FLASHING SHALL BE NOT LESS THAN 0.019-INCH NO. 26 GAGE GALVANIZED SHEET CORROSION-RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MIN. 72 POUND MINERAL-SURFACED NON PERFORATED CAP SHEET COMPLYING WITH ASTM D 3909. AT LEAST 36-INCH -WIDE RUNNING THE FULL LENGTH OF THE VALLEY.
705A.4 ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.
706A.2 VENTILATION OPENINGS SHALL BE FULLY COVERED WITH WILDFIRE FLAME AND EMBER
RESISTANT VENTS APPROVED AND LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS TESTED TO ASTM E2886 AND LISTED, BY COMPLYING WITH ALL OF THE FOLLOWING REQUIREMENTS:
THERE SHALL BE NO FLAMING IGNITION OF THE COTTON MATERIAL DURING THE EMBER
INTRUSION TEST
THERE SHALL BE NO FLAMING IGNITION DURING THE INTEGRITY TEST PORTION OF THE FLAME
INTRUSION TEST
THE MAXIMUM TEMPERATURE OF THE UNEXPOSED SIDE OF THE VENT SHALL NOT EXCEED 662 F
706A.2.1 VENTS THAT ARE INSTALLED ON A SLOPED ROOF, SUCH AS DORMER VENTS, SHALL COMPLY WITH ALL THE FOLLOWING:
VENTS SHALL BE COVERED WITH A MESH WHERE THE DIMENSIONS OF THE MESH THEREIN SHALL BE A MINIMUM OF 1/16 - INCH AND SHALL NOT EXCEED 1/8 - INCH IN DIAMETER
THE MESH MATERIAL SHALL BE NONCOMBUSTIBLE
THE MESH MATERIAL SHALL BE CORROSION RESISTANT.
707A.3 EXTERIOR WALLS COVERINGS. THE EXTERIOR WALL COVERING SHALL COMPLY WITH ONE
OR MORE OF THE FOLLOWING REQUIREMENTS, EXCEPT AS PERMITTED FOR EXTERIOR WALL ASSEMBLIES COMPLYING WITH SECTION 707A.4:
NONCOMBUSTIBLE MATERIAL
IGNITION- RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 704A.2.
FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANT-TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2. 707A.3.1 EXTENT OF EXTERIOR WALL COVERING. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF AND TERMINATE AT 2" NOMINAL SOLID WOOD
BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE.
707A.4 EXTERIOR WALL ASSEMBLIES. EXTERIOR WALL ASSEMBLIES OF BUILDINGS OR
STRUCTURES SHALL BE CONSTRUCTED USING ONE OR MORE OF THE FOLLOWING METHODS, UNLESS THEY ARE COVERED BY AN EXTERIOR WALL COVERING COMPLYING WITH SECTION 707A.3:
ASSEMBLY OF SAWN LUMBER OR GLUE LAMINATED WOOD WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4 INCHES. SAWN OR GLUE-LAMINATED PLANKS SPLINED, TONGUEAND-GROVE , OR SET CLOSE TOGETHER AND WELL SPIKED.
LOG WALL CONSTRUCTION ASSEMBLY
ASSEMBLY THAT HAS BEEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES FOR A 10 MINUTE DIRECT FLAME CONTACT EXPOSURE SET FORTH IN ASTM E2707 WITH THE CONDITIONS OF ACCEPTANCE SHOWN IN SECTION 707A.4.1.
ASSEMBLY THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST
PROCEDURES FOR A TEN MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1
ASSEMBLY SUITABLE FOR EXTERIOR FIRE EXPOSURE WITHA 1-HOUR FIRE RESISTANCE RATING, RATED FROM THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL263
ASSEMBLY SUITABLE FOR EXTERIOR FIRE EXPOSURE CONTAINING ONE LAYER OF 5/8 -INCH
TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR WALL COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING.
ASSEMBLY SUITABLE FOR EXTERIOR EXPOSURE CONTAINING ANY OF THE GYPSUM PANEL
AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUEL AS COMPLYING WITH A1-HOUR FIRE-RESISTANCE RATING, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263
9. 707A.5 OPEN ROOF EAVES. THE EXPOSED ROOF DECK ON THE UNDERSIDE OF ENCLOSED ROOF EAVES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING:
NON COMBUSTIBLE MATERIAL
IGNITION- RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AN SHALL MEET THE REQUIREMENTS OF SECTION 704A.2 FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANT-TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263
ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIES BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE EXTERIOR OF THE ROOFDECK.
THE EXTERIOR PORTION A 1- HOUR FIRE RESISTIVE EXTERIOR ASSEMBLY, APPLIES AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, APPLIED TO THE UNDERSIDE OF THE
ROOF DECK DESIGNED FOR THE EXTERIOR FIRE EXPOSURE, INCLUDING ASSEMBLES USING
THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DEIGN MANUAL. EXCEPTION TO SECTION 707A.5: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS
1. 2.
3. 4.
5. 6.
7. 8.
1. 2.
3. 4.
5. 6.
7. 8.
1. 2.
3. 4.
5. 6.
7. 8.
1. 2.
3. 4.
5. 6.
7. 8.
1. 2.
3. 4.
5. 6.
7. 8.
10. 707A.6 ENCLOSED ROOF EAVES AND ROOF EAVE SOFFITS. THE EXPOSED UNDERSIDE OF ENCLOSED
ROOF EAVES HAVING EITHER A BOXED-IN ROOF EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE,OR
SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS, SHALL BE PROTECTED BY ONE OR MORE OF THE FOLLOWING:
NONCOMBUSTIBLE MATERIAL
IGNITION- RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 704A.2 FIRE-RETARDANT-TREATED-WOOD. THE FIRE-RETARDANT TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263 ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF FLOOR PROJECTION.
THE EXTERIOR PORTION A 1- HOUR FIRE RESISTIVE EXTERIOR ASSEMBLY, APPLIED TO THE
UNDERSIDE OF THE RAFTER TAIS OR SOFFIT, INCLUDING ASSEMBLES USING THE GYPSUM
PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE
DESIGN MANUAL
BOXED-IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN SECTION 707A.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957
BOXED-IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN SECTION 707A.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3 EXCEPTION TO SECTION 707A.6: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS.
11. 707A.7 EXTERIOR PORCH CEILINGS. THE EXPOSED UNDERSIDE OF THE EXTERIOR PORCH CEILINGS SHALL BE PROTECTED BY ONE OF THE FOLLOWING:
NON COMBUSTIBLE MATERIAL
IGNITION- RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 704A.2 FIRE-RETARDANT-TREATED-WOOD. THE FIRE-RETARDANT TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263 ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING OR CLADDING ON THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT.
THE EXTERIOR PORTION A 1- HOUR FIRE RESISTIVE EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119, APPLIED TO THE UNDERSIDE OF THE CEILING ASSEMBLY,
INCLUDING ASSEMBLES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL.
PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN SECTION 707A.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957
PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3 EXCEPTION TO SECTION 707A.7: ARCHITECTURAL TRIM BOARDS DO NOT REQUIRE PROTECTION
12. 707A.8 FLOOR PROJECTIONS. THE EXPOSED UNDERSIDE OF A CANTILEVER FLOOR PROJECTION
WHERE A FLOOR ASSEMBLY EXTENDS OVER AN EXTERIOR WALL SHALL BE PROTECTED BY ON OF THE FOLLOWING:
NONCOMBUSTIBLE MATERIAL
IGNITION- RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 704A.2 FIRE-RETARDANT-TREATED-WOOD. THE FIRE-RETARDANT TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263 ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIED BEHIND AND EXTERIOR COVERING ON
THE UNDERSIDE OF THE CEILING
THE EXTERIOR PORTION A 1- HOUR FIRE RESISTIVE EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119, APPLIED TO THE UNDERSIDE OF THE CEILING ASSEMBLY,
INCLUDING ASSEMBLES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL.
THE UNDERSIDE OF A FLOOR PROJECTIONS ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN SECTION 707A.10 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957.
THE UNDERSIDE OF A FLOOR PROJECTIONS ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN THE SFM STD 12-7A-3.
EXCEPTION TO SECTION 707A.8: ARCHITECTURAL TRIM BOARDS DO NOT REQUIRE PROTECTION
13. 707A.9 UNDERFLOOR PROTECTION. THE UNDERFLOOR AREA OF ELEVATED OR OVERHANGING
BUILDINGS SHALL BE ENCLOSED TO GRADE IN ACCORDANCE WITH THE REQUIREMENTS OF
THIS CHAPTER OR THE UNDERSIDE OF THE EXPOSED UNDERFLOOR SHALL BE PROTECTED BY ONE OR MORE OF THE FOLLOWING:
NONCOMBUSTIBLE MATERIAL
IGNITION- RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 704A.2 FIRE-RETARDANT-TREATED-WOOD. THE FIRE-RETARDANT TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263 ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIED BEHIND AND EXTERIOR COVERING ON
THE UNDERSIDE OF THE FLOOR PROJECTION
THE EXTERIOR PORTION A 1- HOUR FIRE RESISTIVE EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, APPLIED TO THE UNDERSIDE OF THE FLOOR,
INCLUDING ASSEMBLES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL.
THE UNDERSIDE OF A FLOOR ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN SECTION 707A.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957.
THE UNDERSIDE OF A FLOOR ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3. EXCEPTION TO SECTION 707A.9: STRUCTURAL COLUMNS AND BEAMS DO NOT REQUIRE PROTECTION WHEN
CONSTRUCTED WITH SAWN LUMBER OR GLUE-LAMINATED WOOD WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4 INCHES. SAWN OR GLUE-LAMINATED PLANKS SHALL BE SPLINED, TONGUE-AND-GROOVE, OR SET CLOSE TOGETHER AND WELL SPIKED.
14. 707A.10 UNDERSIDE OF APPENDAGES. WHEN REQUIRED BY THE ENFORCING AGENCY THE
UNDERSIDE OF OVERHANGING APPENDAGES SHALL BE ENCLOSED TO GRADE IN ACCORDANCE
WITH THE REQUIREMENTS OF THIS CHAPTER OR THE UNDERSIDE OF THE EXPOSED UNDER FLOOR SHALL CONSIST OF ONE OF THE FOLLOWING:
NONCOMBUSTIBLE MATERIAL
IGNITION- RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 704A.2 FIRE-RETARDANT-TREATED-WOOD. THE FIRE-RETARDANT TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263 ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING ON
THE UNDERSIDE OF THE APPENDAGE PROJECTION
THE EXTERIOR PORTION A 1- HOUR FIRE RESISTIVE EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, APPLIED TO THE UNDERSIDE OF THE APPENDAGE,
INCLUDING ASSEMBLES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL.
THE UNDERSIDE OF AN APPENDAGE ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN SECTION 707A.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957.
THE UNDERSIDE OF AN APPENDAGE ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3.EXCEPTION TO SECTION 707A.10: STRUCTURAL COLUMNS AND BEAMS DO NOT REQUIRE PROTECTION WHEN
CONSTRUCTED WITH SAWN LUMBER OR GLUE-LAMINATED WOOD WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4 INCHES. SAWN OR GLUE-LAMINATED PLANKS SHALL BE SPLINED, TONGUE-AND-GROOVE, OR SET CLOSE TOGETHERAND WELL SPIKED.
GENERAL FIRE NOTES CONTINUED
ARCHITECTURAL SYMBOLS
CALLOUT PLAN,
SECTION OR DETAIL
#
BUILDING SECTION
ELEVATIONS
VIEW TITLE
# SCALE:
VIEW CALLOUT
COLUMN GRID #
#
DOOR TAG - SEE
SCHEDULE
##.## KEYNOTE
DENOTES ABOVE,
BELOW, OR BEHIND
# WINDOW TYPE
LEVEL LINE
CENTER LINE
#
#
#
GLAZING
#
#
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
A-1.0
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
ABB DESCRIPTION
__________ A __________
& AND
< ANGLE
@ AT
ADJ ADJACENT, ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AP ACCESS PANEL
APPROX APPROXIMATE(LY)
ARCH ARCHITECT OR ARCHITECTURAL
ASTM AMERICAN SOCIETY FOR TESTING MATERIAL
AVG AVERAGE
__________ B __________
BC BASE CABINET
BD BOARD
BLDG BUILDING
BO BOTTOM OF
__________ C __________
C/ CENTER OF
CAB CABINET
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
__________ D __________
DIA DIAMETER
DIM DIMENSION
DN DOWN
DW DISHWASHER
DWG DRAWING
__________ E __________
E EAST
EA EACH
ELEC ELECTRICAL
EMER EMERGENCY
ENCL ENCLOSE(URE)
EP ELECTRICAL PANEL
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXT EXTERIOR
__________ F __________
F/F FACE TO FACE
FL FLOOR
FP FIRE PROTECTION
FPRF FIREPROOF(ING)
FR FIRE RATED OR FRAME
FT FOOT/FEET
__________ G __________
GA GAUGE
GL GLASS OR GLAZING
GRD GROUND
GWB GYPSUM WALL BOARD
__________ H __________
HB HOSE BIBB
HDW HARDWARE
HM HOLLOW METAL
HOR HORIZONTAL
HP HIGH POINT
HTR HEATER
__________ I __________
ID INSIDE DIAMETER
IN INCH(ES)
INT INTERIOR
__________ J __________
JB JAMB
JST JOIST
JT JOINT
__________ L __________
LAM LAMINATE
LAN LOCAL AREA NETWORK CONNECTION
LAV LAVATORY
LB POUND
LF LINEAL FOOT
LP LOW POINT
LTL LINTEL
__________ M __________
MAX MAXIMUM
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
ABB DESCRIPTION
MFR MANUFACTURE
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
__________ N __________
N NORTH
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
__________ O __________
OC ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
OPP OPPOSITE
__________ P __________
PART PARTITION
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLYWD PLYWOOD
PNL PANEL
PREFAB PREFABRICATED
PROP PROPERTY
PSI POUNDS PER SQUARE INCH
PTD PAINTED
__________ Q __________
QTY QUANTITY
__________ R __________
R RISER OR RADIUS
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIGERATOR
REG REGISTER
REINF REINFORCING
REQ'D REQUIRED
REQMT REQUIREMENTS
RG RANGE
RM ROOM
RO ROUGH OPENING
RTS RUBBER TRANSITION STRIP
RWC RAIN WATER CONDUCTOR
__________ S __________
S SOUTH
SAN SANITARY
SCHD SCHEDULE
SEC SECTION
SF SQUARE FOOT
SIM SIMILAR
SPEC SPECIFY, SPECIFIED OR SPECIFICATIONS
SPKLR SPRINKLER
SQ SQUARE
SQ FT SQUARE FOOT
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STN STAINED
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPEND, SUSPENDED, OR SUSPENSION
SYS SYSTEM
__________ T __________
"T" TEE (BAR OR W)
T/ TOP OF
TEMP TEMPERED OR TEMPERATURE
THRESH THRESHOLD
TLT TOILET
TYP TYPICAL
__________ U __________
UH UNIT HEATER
UL UNDERWRITER'S LABORATORY
UNO UNLESS NOTED OTHERWISE
__________ V __________
VIF VERIFY IN FIELD
__________ W __________
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WP WATERPROOF(ING)
WT WEIGHT
REVISIONS
NO. DATE DESCRIPTION
402
REF.
DW
A-2.1 2
A-2.1 1
A-2.1 4
A-2.1 3
1 A-3.1
2 A-3.1
13' - 0 1/2"
8' - 2" 15' - 1 1/2"
16' - 1"
3' - 1"
13' - 0 1/2"
11' - 4" 2' - 1" 2' - 1" 11' - 8 1/2"
4' - 4 1/2"
2' - 1" 12' - 4 1/2"
BATH
BEDROOM
BEDROOM BEDROOM
LIVING
CLOSET
CLOSET CLOSET
CLO. W/D
5' - 6 1/2" 2' - 11"
KITCHEN
1' - 10" 3' - 0" 15' - 0" 3' - 0" 1' - 4"
TYP.
3' - 0" 1' - 10"
1.01 2' - 6"
3' - 8"
3' - 1"
1 4
23 89
10 AA
A
AAA
A
A
5 6
A
3 A-3.1
321
ACD
B
29' - 0"
13' - 6" 15' - 6" 9' - 0"
17' - 0" 12' - 0"
38' - 0"
B
38' - 0"
1.20 SLOPE
DOWN
SLOPEDOWN
SLOPE
DOWN
1' - 10" 3' - 0" 19' - 4" 3' - 0" 1' - 10" 4' - 2" 3' - 0" 1' - 10"1' - 10" 3' - 0" 11' - 8" 2' - 8" 6' - 1" 3' - 0" 4' - 11" 3' - 0" 1' - 10" A
AA
1' - 10" 3' - 0" 3' - 6" 3' - 4" 5' - 4"
2' - 10" 3' - 0" 1' - 4" 3' - 0" 1' - 10"
DOWN
SLOPE
PATIO
1.16 1.04
1.06 1.08
1.10 1.11
1.12 1.13
1.17 1.17
LINE ABOVE,
TYP.
1.07 1.07
1.17 1.09
TYP.
1.14 1.03 1.03
1.17 1.03
1.15 1.19
1.17 1.17 1.17 7
1.21 1.05 1.04
1.24 1.23
1.23 1.23
1.23 1.23
A-5.1
2B
A-5.1
1B
TYP.
TYP.
A-5.1
1A
A-2.1 2
A-2.1 1
A-2.1 4
A-2.1 3
1 A-3.1
2 A-3.1
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
1.02 3
A-3.1
321
ACDB
2' - 0" 2' - 0"
SETBACK
1' - 6"
2' - 0" 2' - 0"
3' - 0"
2' - 0"
1.18 1.18
1.22A
1. 2.
3. 4.
5. 6.
7. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING
INFORMATION.
ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN
FOR COORDINATION PURPOSES ONLY.
SEE STRUCTURAL FOR EXTERIOR STUD WALL SIZE.
ONE (MIN.) SIDE-HINGED EGRESS DOOR SHALL BE PROVIDED
WITH A CLEAR WIDTH OF NOT LESS THAN 32” WHERE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE
DOOR OPEN 90°. THE CLEAR HEIGHT OF THE DOOR OPENING
SHALL BE NOT LESS THAN 78” IN HEIGHT MEASURED FROM THE
TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP.
REFER TO MECHANICAL AND PLUMBING PLAN FOR WATER
EFFICIENCY REQUIREMENTS FOR ALL PLUMBING FIXTURES.
ROOF OVERHANG DIMENSIONS ARE FROM FACE OF EXTERIOR
WALL FRAMING TO EDGE OF ROOF
FLOOR AND ROOF PLAN GENERAL SHEET NOTES
1. 2.
3. SOLAR READY ROOF MINIMUM AREA: 250 SF
THE SOLAR ZONE TOTAL ARE SHALL BE COMPRISED OF AREAS
THAT HAVE NO DIMENSION LESS THAN 5 FT. THE SOLAR ZONE
SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE
BUILDING. [CEC 2022 SECTION 110.10.(b)]
FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33
PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS
THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS
OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL
ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SETBACK IS
REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. [CRC
R329.6.2]
THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY,
SMOKE VENTILATION, AND SPACING REQUIREMENTS AS
SPECIFIED IN TILE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY LOCAL JURISDICTION.
SOLAR READY GENERAL NOTES
SOLAR ZONE
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
NET FREE VENTING AREA REQUIRED = (ENCLOSED AREA / 150)
[CRC R806.2]
ENCLOSED ATTIC SPACE
(332 SF / 150) = 2.21 SF MIN. [319 SQ. IN.]
WALLS AND PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL COMPLY WITH CRC TABLES R302.1(1) AND (2).
ENCLOSED RAFTER SPACE 1
(157 SF / 150) = 1.05 SF MIN. [152 SQ. IN.]
ENCLOSED RAFTER SPACE 2
(352 SF / 150) = 2.35 SF MIN. [339 SQ. IN.]
ROOF VENTING CALCULATIONS
ENCLOSED RAFTER SPACE 3
(153 SF / 150) = 1.02 SF MIN. [147 SQ. IN.]
7 VENTS MIN.
15 VENTS MIN.
7 VENTS MIN.
VENT TYPE A: 1/2" X 14" (24 SQ. IN. VENTING AREA), EQUALLY SPACED.
VULCAN FIRE STOPPING SOFFIT VENT OR EQUIVALENT.
VENT TYPE B: 1" X 120" (50 SQ. IN. VENTING AREA), CENTERED.
VULCAN CONTINUOUS RIDGE VENT OR EQUIVALENT.
(5) TYPE A VENTS
(4) TYPE B VENTS
ROOF VENTING KEY PLAN
ATTIC SPACE
ENCLOSED
RAFTER SPACE 1
ENCLOSED
RAFTER SPACE 3
ENCLOSED
RAFTER SPACE 2
N.T.S
LEGEND
INDICATES LOCATION OF REINFORCEMENT FOR AGING-INPLACE DESIGN AND FALL PROVENTION. SEE 9/A-5.1 FOR ADDITIONAL INFORMATION.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (CRAFTSMAN)
A-1.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
FLOOR PLAN - CRAFTSMAN
1 SCALE: 1/4" = 1'-0"
ROOF PLAN - CRAFTSMAN
2 AREA: 994 SF
KEYNOTES
1.01 LINE OF ROOF ABOVE
1.02 LINE OF BUILDING
1.03 EMEREGENCY EGRESS WINDOW AT SLEEPING ROOM
1.04 LANDING OR FLOOR REQUIRED AT EACH SIDE OF EXTERIOR
DOOR WITH MINIMUM WIDTH EQUAL TO THE WIDTH OF THE
DOOR SERVED AND MINIMUM DEPTH OF 36”. AND 36” MINIMUM
DEPTH MEASURED IN THE DIRECTION OF TRAVEL. LANDING OR
FINISHED FLOOR SHALL NOT BE MORE THAN 1 ½” LOWER THAN
THE TOP OF THE THRESHOLD. THE LANDING ON THE EXTERIOR
SIDE SHALL BE NOT MORE THAN 7 ¾” BELOW THE TOP OF THE
THRESHOLD PROVIDED THAT THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR.
1.05 EXTERIOR LANDING SURFACE SLOPE NOT TO EXCEED ¼”/FOOT
AWAY FROM BUILDING
1.06 DOOR BELL, 48” MAX ABOVE EXTERIOR LANDING.
1.07 DOOR MUST PROVIDE NET CLEAR OPENING OF 32”
1.08 36” HIGH COUNTERTOP
1.09 SHELF AND HANGING ROD AT CLOSET
1.10 WALLS AND FLOORS AT BATHTUB AND SHOWER SPACES SHALL BE FINISHED WITH NON-ABSORBENT SURFACES. SUCH WALL
SURFACES SHALL EXTEND TO 72” MIN.
1.11 PROVIDE TEMPERED GLAZED ENCLOSURE AT OR ADJACENT TO
BATHTUBS AND/OR SHOWERS WHERE THE BOTTOM EXPOSED
EDGE OF GLAZING IS LESS THAN 60” ABOVE ANY STANDING OR
WALKING SURFACE.
1.12 PROVIDE REINFORCEMENT FOR GRAB BARS [CRC R327.1]. SEE
FLOOR PLAN GENERAL NOTES FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
1.13 PROVIDE FURRING AS NEEDED FOR STANDARD BATHTUB AND SHOWER LENGTH.
1.14 DRYER VENT AT EXTERIOR WALL MIN. 3 FT FROM ANY OPENING
1.15 2X6 STUD WALL
1.16 STACKED WASHER/DRYER MACHINE LOCATION
1.17 CEILING AT 8'-0" A.F.F.
1.18 GUTTER AND DOWNSPOUTS. PROVIDE DOWNSPOUT LOCATIONS AS REQUIRED BY SITE SPECIFIC CONDITIONS.
1.19 WATER HEATER, REFER TO MEP.
1.20 ATTIC ACCESS, ABOVE. MINIMUM 22” X 30” CLEAR OPENING.
ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED
INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE
ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE
[CENC 150.0(A)2]
1.21 A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL
REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING
NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND
LEVEL [CMC 1105.2]
1.22A ASPHALT SHINGLE ROOF
1.23 INDOOR UNIT, REFER TO MEP.
1.24 ELECTRICAL SUBPANEL, REFER TO MEP.
REVISIONS
NO. DATE DESCRIPTION
403
REF.
DW
A-2.2 2
A-2.2 3
A-2.2 4
A-2.2 1
1 A-3.2
2 A-3.2
BATH
BEDROOM
BEDROOM BEDROOM
LIVING
CLOSET CLOSET
CLO. W/D
KITCHEN
1' - 10" 3' - 0" 15' - 0" 3' - 0" 1' - 4"
TYP.
3' - 0" 1' - 10"
1.01 1
4 23
89 10
AA
A
AAA
A
A
5 6
A
3 A-3.2
321
ACDE
B
13' - 0"
8' - 2" 15' - 1 1/2"
16' - 1"
3' - 1"
13' - 0"
11' - 4" 2' - 1" 2' - 1" 11' - 8 1/2"
4' - 4 1/2"
2' - 1" 12' - 4 1/2"
2' - 11"
2' - 6"
3' - 8"
3' - 1"
5' - 6 1/2"
29' - 0"
13' - 6" 15' - 6" 9' - 0"
17' - 0" 12' - 0"
38' - 0"
5' - 0"
B
38' - 0"
SLOPE
DOWN
SLOPEDOWN
SLOPE
DOWN
DOWN
SLOPE
1' - 10" 3' - 0" 19' - 4" 3' - 0" 1' - 10" 4' - 2" 3' - 0" 1' - 10"1' - 10" 3' - 0" 11' - 8" 2' - 8" 6' - 1" 3' - 0" 4' - 11" 3' - 0" 1' - 10" A
AA
1' - 10" 3' - 0" 3' - 6" 3' - 4" 5' - 4"
2' - 10" 3' - 0" 1' - 4" 3' - 0" 1' - 10"
CLOSET
1.20 1.16
1.04 1.08
1.10 1.11
1.12 1.13
1.17 1.17
1.07 1.07
1.17 1.09
1.14 1.03 1.03
1.03 1.15
1.19 1.17
TYP.
1.17 1.17
LINE ABOVE,
TYP.
1.17 1.25 1.25 7
1.06 1.21
PORCH
1.05 1.04
1.24 1.23
1.23 1.23
1.23 1.23
A-5.1
2B
A-5.1
1B
TYP.
TYP.
A-5.1
1A
A-2.2 2
A-2.2 3
A-2.2 4
A-2.2 1
1 A-3.2
2 A-3.2
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
1.02 3
A-3.2
321
ACDEB
2' - 0" 2' - 0"
SETBACK
1' - 6"
2' - 0"
2' - 0"
2' -0"
2' - 0"
1.18 1.18
1.18 1.22A
1. 2.
3. 4.
5. 6.
7. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING
INFORMATION.
ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN
FOR COORDINATION PURPOSES ONLY.
SEE STRUCTURAL FOR EXTERIOR STUD WALL SIZE.
ONE (MIN.) SIDE-HINGED EGRESS DOOR SHALL BE PROVIDED
WITH A CLEAR WIDTH OF NOT LESS THAN 32” WHERE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE
DOOR OPEN 90°. THE CLEAR HEIGHT OF THE DOOR OPENING
SHALL BE NOT LESS THAN 78” IN HEIGHT MEASURED FROM THE
TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP.
REFER TO MECHANICAL AND PLUMBING PLAN FOR WATER
EFFICIENCY REQUIREMENTS FOR ALL PLUMBING FIXTURES.
ROOF OVERHANG DIMENSIONS ARE FROM FACE OF EXTERIOR
WALL FRAMING TO EDGE OF ROOF
FLOOR AND ROOF PLAN GENERAL SHEET NOTES
1. 2.
3. SOLAR READY ROOF MINIMUM AREA: 250 SF
THE SOLAR ZONE TOTAL ARE SHALL BE COMPRISED OF AREAS
THAT HAVE NO DIMENSION LESS THAN 5 FT. THE SOLAR ZONE
SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE
BUILDING. [CEC 2022 SECTION 110.10.(b)]
FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33
PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS
THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS
OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL
ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SETBACK IS
REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. [CRC
R329.6.2]
THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY,
SMOKE VENTILATION, AND SPACING REQUIREMENTS AS
SPECIFIED IN TILE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY LOCAL JURISDICTION.
SOLAR READY GENERAL NOTES
SOLAR ZONE
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
NET FREE VENTING AREA REQUIRED = (ENCLOSED AREA / 150)
[CRC R806.2]
ENCLOSED ATTIC SPACE
(332 SF / 150) = 2.21 SF MIN. [319 SQ. IN.]
WALLS AND PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL COMPLY WITH CRC TABLES R302.1(1) AND (2).
ENCLOSED RAFTER SPACE 1
(157 SF / 150) = 1.05 SF MIN. [152 SQ. IN.]
ENCLOSED RAFTER SPACE 2
(352 SF / 150) = 2.35 SF MIN. [339 SQ. IN.]
ROOF VENTING CALCULATIONS
ENCLOSED RAFTER SPACE 3
(153 SF / 150) = 1.02 SF MIN. [147 SQ. IN.]
7 VENTS MIN.
15 VENTS MIN.
7 VENTS MIN.
VENT TYPE A: 1/2" X 14" (24 SQ. IN. VENTING AREA), EQUALLY SPACED.
VULCAN FIRE STOPPING SOFFIT VENT OR EQUIVALENT.
VENT TYPE B: 1" X 120" (50 SQ. IN. VENTING AREA), CENTERED.
VULCAN CONTINUOUS RIDGE VENT OR EQUIVALENT.
(5) TYPE A VENTS
(4) TYPE B VENTS
ROOF VENTING KEY PLAN
ATTIC SPACE
ENCLOSED
RAFTER SPACE 1
ENCLOSED
RAFTER SPACE 3
ENCLOSED
RAFTER SPACE 2
N.T.S
LEGEND
INDICATES LOCATION OF REINFORCEMENT FOR AGING-INPLACE DESIGN AND FALL PROVENTION. SEE 9/A-5.1 FOR ADDITIONAL INFORMATION.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (CRAFTSMAN PORCH) A-1.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
FLOOR PLAN - CRAFTSMAN PORCH
1 SCALE: 1/4" = 1'-0"
ROOF PLAN - CRAFTSMAN PORCH
2 AREA: 1104 SF
KEYNOTES
1.01 LINE OF ROOF ABOVE
1.02 LINE OF BUILDING
1.03 EMEREGENCY EGRESS WINDOW AT SLEEPING ROOM
1.04 LANDING OR FLOOR REQUIRED AT EACH SIDE OF EXTERIOR
DOOR WITH MINIMUM WIDTH EQUAL TO THE WIDTH OF THE
DOOR SERVED AND MINIMUM DEPTH OF 36”. AND 36” MINIMUM
DEPTH MEASURED IN THE DIRECTION OF TRAVEL. LANDING OR
FINISHED FLOOR SHALL NOT BE MORE THAN 1 ½” LOWER THAN
THE TOP OF THE THRESHOLD. THE LANDING ON THE EXTERIOR
SIDE SHALL BE NOT MORE THAN 7 ¾” BELOW THE TOP OF THE
THRESHOLD PROVIDED THAT THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR.
1.05 EXTERIOR LANDING SURFACE SLOPE NOT TO EXCEED ¼”/FOOT
AWAY FROM BUILDING
1.06 DOOR BELL, 48” MAX ABOVE EXTERIOR LANDING.
1.07 DOOR MUST PROVIDE NET CLEAR OPENING OF 32”
1.08 36” HIGH COUNTERTOP
1.09 SHELF AND HANGING ROD AT CLOSET
1.10 WALLS AND FLOORS AT BATHTUB AND SHOWER SPACES SHALL BE FINISHED WITH NON-ABSORBENT SURFACES. SUCH WALL
SURFACES SHALL EXTEND TO 72” MIN.
1.11 PROVIDE TEMPERED GLAZED ENCLOSURE AT OR ADJACENT TO
BATHTUBS AND/OR SHOWERS WHERE THE BOTTOM EXPOSED
EDGE OF GLAZING IS LESS THAN 60” ABOVE ANY STANDING OR
WALKING SURFACE.
1.12 PROVIDE REINFORCEMENT FOR GRAB BARS [CRC R327.1]. SEE
FLOOR PLAN GENERAL NOTES FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
1.13 PROVIDE FURRING AS NEEDED FOR STANDARD BATHTUB AND SHOWER LENGTH.
1.14 DRYER VENT AT EXTERIOR WALL MIN. 3 FT FROM ANY OPENING
1.15 2X6 STUD WALL
1.16 STACKED WASHER/DRYER MACHINE LOCATION
1.17 CEILING AT 8'-0" A.F.F.
1.18 GUTTER AND DOWNSPOUTS. PROVIDE DOWNSPOUT LOCATIONS AS REQUIRED BY SITE SPECIFIC CONDITIONS.
1.19 WATER HEATER, REFER TO MEP.
1.20 ATTIC ACCESS, ABOVE. MINIMUM 22” X 30” CLEAR OPENING.
ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED
INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE
ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE
[CENC 150.0(A)2]
1.21 A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL
REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING
NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND
LEVEL [CMC 1105.2]
1.22A ASPHALT SHINGLE ROOF
1.23 INDOOR UNIT, REFER TO MEP.
1.24 ELECTRICAL SUBPANEL, REFER TO MEP.
1.25 STRUCT PORCH POST WITH ARCHITECTURAL STONE BASE
REVISIONS
NO. DATE DESCRIPTION
404
REF.
DW
1 A-3.3
2 A-3.3
A-2.3 2
A-2.3 3
A-2.3 4
A-2.3 1
BATH
BEDROOM
BEDROOM BEDROOM
LIVING
CLOSET CLOSET
CLO. W/D
KITCHEN
1.01 5' - 6 1/2"
1 4
23 89
10 AA
A
AAA
A
A
5 6
A
3 A-3.3
321
ACD
B
B
13' - 0 1/2"
8' - 2" 15' - 1 1/2"
16' - 1"
3' - 1"
13' - 0 1/2"
11' - 4" 2' - 1" 2' - 1" 11' - 8 1/2"
4' - 5 1/2"
2' - 1" 12' - 4 1/2"
2' - 11"
1' - 10" 3' - 0" 15' - 0" 3' - 0" 1' - 4"
TYP.
3' - 0" 1' - 10"
3' - 8"
2' - 6" 3' - 1"
SLOPE
DOWN
SLOPEDOWN
SLOPE
DOWN
1' - 10" 3' - 0" 19' - 4" 3' - 0" 1' - 10" 4' - 2" 3' - 0" 1' - 10" 2' - 0" 3' - 0" 11' - 8" 2' - 8" 6' - 1" 3' - 0" 4' - 11" 3' - 0" 1' - 10" A
AA
1' - 10" 3' - 0" 3' - 6" 3' - 4" 5' - 4"
2' - 10" 3' - 0" 1' - 4" 3' - 0" 1' - 10"
29' - 0"
13' - 6" 15' - 6" 9' - 0"
17' - 0" 12' - 0"
38' - 0"38' - 0"
DOWN
SLOPE
CLOSET
1.20 PATIO
1.16 1.04
1.08 1.10
1.11 1.12
1.13 1.17
1.17 1.07
1.07 1.17
1.09 1.14
1.03 1.03
1.03 1.15
1.19 1.17
TYP.
1.17 1.17
LINE ABOVE,
TYP.
1.17 7
1.06 1.21
1.05 1.04
1.24 1.23
1.23 1.23
1.23 1.23
A-5.1
3B
TYP.
TYP.
A-5.1
3A
1 A-3.3
2 A-3.3
A-2.3 2
A-2.3 3
A-2.3 4
A-2.3 1 SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
1.02 3
A-3.3
321
ACDB
8"
SETBACK
1' - 6" 8"
8" 8"
8"
8"
AWNING
7' - 0"
1.18 1.18
1.18AWNING
3' - 10"
1.22B
1. 2.
3. 4.
5. 6.
7. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING
INFORMATION.
ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN
FOR COORDINATION PURPOSES ONLY.
SEE STRUCTURAL FOR EXTERIOR STUD WALL SIZE.
ONE (MIN.) SIDE-HINGED EGRESS DOOR SHALL BE PROVIDED
WITH A CLEAR WIDTH OF NOT LESS THAN 32” WHERE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE
DOOR OPEN 90°. THE CLEAR HEIGHT OF THE DOOR OPENING
SHALL BE NOT LESS THAN 78” IN HEIGHT MEASURED FROM THE
TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP.
REFER TO MECHANICAL AND PLUMBING PLAN FOR WATER
EFFICIENCY REQUIREMENTS FOR ALL PLUMBING FIXTURES.
ROOF OVERHANG DIMENSIONS ARE FROM FACE OF EXTERIOR
WALL FRAMING TO EDGE OF ROOF
FLOOR AND ROOF PLAN GENERAL SHEET NOTES
1. 2.
3. SOLAR READY ROOF MINIMUM AREA: 250 SF
THE SOLAR ZONE TOTAL ARE SHALL BE COMPRISED OF AREAS
THAT HAVE NO DIMENSION LESS THAN 5 FT. THE SOLAR ZONE
SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE
BUILDING. [CEC 2022 SECTION 110.10.(b)]
FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33
PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS
THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS
OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL
ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SETBACK IS
REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. [CRC
R329.6.2]
THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY,
SMOKE VENTILATION, AND SPACING REQUIREMENTS AS
SPECIFIED IN TILE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY LOCAL JURISDICTION.
SOLAR READY GENERAL NOTES
SOLAR ZONE
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
NET FREE VENTING AREA REQUIRED = (ENCLOSED AREA / 150)
[CRC R806.2]
ENCLOSED ATTIC SPACE
(332 SF / 150) = 2.21 SF MIN. [319 SQ. IN.]
WALLS AND PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL COMPLY WITH CRC TABLES R302.1(1) AND (2).
ENCLOSED RAFTER SPACE 1
(157 SF / 150) = 1.05 SF MIN. [152 SQ. IN.]
ENCLOSED RAFTER SPACE 2
(352 SF / 150) = 2.35 SF MIN. [339 SQ. IN.]
ROOF VENTING CALCULATIONS
ENCLOSED RAFTER SPACE 3
(153 SF / 150) = 1.02 SF MIN. [147 SQ. IN.]
7 VENTS MIN.
15 VENTS MIN.
7 VENTS MIN.
VENT TYPE A: 1/2" X 14" (24 SQ. IN. VENTING AREA), EQUALLY SPACED.
VULCAN FIRE STOPPING SOFFIT VENT OR EQUIVALENT.
VENT TYPE B: 1" X 120" (50 SQ. IN. VENTING AREA), CENTERED.
VULCAN CONTINUOUS RIDGE VENT OR EQUIVALENT.
(5) TYPE A VENTS
(4) TYPE B VENTS
ROOF VENTING KEY PLAN
ATTIC SPACE
ENCLOSED
RAFTER SPACE 1
ENCLOSED
RAFTER SPACE 3
ENCLOSED
RAFTER SPACE 2
N.T.S
LEGEND
INDICATES LOCATION OF REINFORCEMENT FOR AGING-INPLACE DESIGN AND FALL PROVENTION. SEE 9/A-5.1 FOR ADDITIONAL INFORMATION.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MONTEREY)
A-1.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
FLOOR PLAN - MONTEREY
1 SCALE: 1/4" = 1'-0"
ROOF PLAN - MONTEREY
2 AREA: 994 SF
KEYNOTES
1.01 LINE OF ROOF ABOVE
1.02 LINE OF BUILDING
1.03 EMEREGENCY EGRESS WINDOW AT SLEEPING ROOM
1.04 LANDING OR FLOOR REQUIRED AT EACH SIDE OF EXTERIOR
DOOR WITH MINIMUM WIDTH EQUAL TO THE WIDTH OF THE
DOOR SERVED AND MINIMUM DEPTH OF 36”. AND 36” MINIMUM
DEPTH MEASURED IN THE DIRECTION OF TRAVEL. LANDING OR
FINISHED FLOOR SHALL NOT BE MORE THAN 1 ½” LOWER THAN
THE TOP OF THE THRESHOLD. THE LANDING ON THE EXTERIOR
SIDE SHALL BE NOT MORE THAN 7 ¾” BELOW THE TOP OF THE
THRESHOLD PROVIDED THAT THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR.
1.05 EXTERIOR LANDING SURFACE SLOPE NOT TO EXCEED ¼”/FOOT
AWAY FROM BUILDING
1.06 DOOR BELL, 48” MAX ABOVE EXTERIOR LANDING.
1.07 DOOR MUST PROVIDE NET CLEAR OPENING OF 32”
1.08 36” HIGH COUNTERTOP
1.09 SHELF AND HANGING ROD AT CLOSET
1.10 WALLS AND FLOORS AT BATHTUB AND SHOWER SPACES SHALL BE FINISHED WITH NON-ABSORBENT SURFACES. SUCH WALL
SURFACES SHALL EXTEND TO 72” MIN.
1.11 PROVIDE TEMPERED GLAZED ENCLOSURE AT OR ADJACENT TO
BATHTUBS AND/OR SHOWERS WHERE THE BOTTOM EXPOSED
EDGE OF GLAZING IS LESS THAN 60” ABOVE ANY STANDING OR
WALKING SURFACE.
1.12 PROVIDE REINFORCEMENT FOR GRAB BARS [CRC R327.1]. SEE
FLOOR PLAN GENERAL NOTES FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
1.13 PROVIDE FURRING AS NEEDED FOR STANDARD BATHTUB AND SHOWER LENGTH.
1.14 DRYER VENT AT EXTERIOR WALL MIN. 3 FT FROM ANY OPENING
1.15 2X6 STUD WALL
1.16 STACKED WASHER/DRYER MACHINE LOCATION
1.17 CEILING AT 8'-0" A.F.F.
1.18 GUTTER AND DOWNSPOUTS. PROVIDE DOWNSPOUT LOCATIONS AS REQUIRED BY SITE SPECIFIC CONDITIONS.
1.19 WATER HEATER, REFER TO MEP.
1.20 ATTIC ACCESS, ABOVE. MINIMUM 22” X 30” CLEAR OPENING.
ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED
INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE
ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE
[CENC 150.0(A)2]
1.21 A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL
REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING
NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND
LEVEL [CMC 1105.2]
1.22B TILE ROOF
1.23 INDOOR UNIT, REFER TO MEP.
1.24 ELECTRICAL SUBPANEL, REFER TO MEP.
REVISIONS
NO. DATE DESCRIPTION
405
REF.
DW
A-2.4 2
A-2.4 3
A-2.4 4
A-2.4 1
1 A-3.4
2 A-3.4
BATH
BEDROOM
BEDROOM BEDROOM
LIVING
CLOSET CLOSET
CLO. W/D
5' - 6 1/2"
KITCHEN
PORCH
1.01 1
4 23
89 10
AA
A
AA
AA
A
A
5 6
A
3 A-3.4
321
ACDE
B
29' - 0"
13' - 6" 15' - 6" 9' - 0"
17' - 0" 12' - 0"
38' - 0"
B
38' - 0"
13' - 0 1/2"
8' - 2" 15' - 1 1/2"
16' - 1"
3' - 1"
13' - 0 1/2"
11' - 4" 2' - 1" 2' - 1" 11' - 8 1/2"
4' - 5 1/2"
2' - 1" 12' - 4 1/2"
2' - 11"
3' - 0" 1' - 10"
3' - 8"
2' - 6" 3' - 1"
SLOPE
DOWN
SLOPEDOWN
SLOPE
DOWN
1' - 10" 3' - 0" 15' - 0" 3' - 0" 1' - 4"
1' - 10" 3' - 0" 19' - 4" 3' - 0" 6' - 0" 3' - 0" 1' - 10"1' - 10" 3' - 0" 11' - 8" 2' - 8" 6' - 1" 3' - 0" 4' - 11" 3' - 0" 1' - 10" AA
1' - 10" 3' - 0" 3' - 6" 3' - 4" 5' - 4"
2' - 10" 3' - 0" 1' - 4" 3' - 0" 1' - 10"
DOWN
SLOPE
CLOSET
1.20 1.16
1.04 1.05 1.04
1.08 1.10
1.11 1.12
1.13 1.17
1.17 1.07
1.07 1.17
1.09 1.14
1.03 1.03
1.03 1.15
1.19 1.17
TYP.
1.17 1.17
LINE ABOVE,
TYP.
1.17 1.26 1.26 7
1.06 1.21
1.24 1.23
1.23 1.23
1.23 1.23
A-5.1
3B
A-5.1
3A
TYP.
TYP.
A-2.4 2
A-2.4 3
A-2.4 4
A-2.4 1
1 A-3.4
2 A-3.4
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
3 A-3.4
321
ACDEB
8"
SETBACK
1' - 6"
1.18 1.18
1.18 SLOPE4"/12"
8"
8"
8". 8".
1.02 8"
1.22B
8"
1. 2.
3. 4.
5. 6.
7. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING
INFORMATION.
ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN
FOR COORDINATION PURPOSES ONLY.
SEE STRUCTURAL FOR EXTERIOR STUD WALL SIZE.
ONE (MIN.) SIDE-HINGED EGRESS DOOR SHALL BE PROVIDED
WITH A CLEAR WIDTH OF NOT LESS THAN 32” WHERE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE
DOOR OPEN 90°. THE CLEAR HEIGHT OF THE DOOR OPENING
SHALL BE NOT LESS THAN 78” IN HEIGHT MEASURED FROM THE
TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP.
REFER TO MECHANICAL AND PLUMBING PLAN FOR WATER
EFFICIENCY REQUIREMENTS FOR ALL PLUMBING FIXTURES.
ROOF OVERHANG DIMENSIONS ARE FROM FACE OF EXTERIOR
WALL FRAMING TO EDGE OF ROOF
FLOOR AND ROOF PLAN GENERAL SHEET NOTES
1. 2.
3. SOLAR READY ROOF MINIMUM AREA: 250 SF
THE SOLAR ZONE TOTAL ARE SHALL BE COMPRISED OF AREAS
THAT HAVE NO DIMENSION LESS THAN 5 FT. THE SOLAR ZONE
SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE
BUILDING. [CEC 2022 SECTION 110.10.(b)]
FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33
PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS
THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS
OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL
ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SETBACK IS
REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. [CRC
R329.6.2]
THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY,
SMOKE VENTILATION, AND SPACING REQUIREMENTS AS
SPECIFIED IN TILE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY LOCAL JURISDICTION.
SOLAR READY GENERAL NOTES
SOLAR ZONE
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
NET FREE VENTING AREA REQUIRED = (ENCLOSED AREA / 150)
[CRC R806.2]
ENCLOSED ATTIC SPACE
(332 SF / 150) = 2.21 SF MIN. [319 SQ. IN.]
WALLS AND PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL COMPLY WITH CRC TABLES R302.1(1) AND (2).
ENCLOSED RAFTER SPACE 1
(157 SF / 150) = 1.05 SF MIN. [152 SQ. IN.]
ENCLOSED RAFTER SPACE 2
(352 SF / 150) = 2.35 SF MIN. [339 SQ. IN.]
ROOF VENTING CALCULATIONS
ENCLOSED RAFTER SPACE 3
(153 SF / 150) = 1.02 SF MIN. [147 SQ. IN.]
7 VENTS MIN.
15 VENTS MIN.
7 VENTS MIN.
VENT TYPE A: 1/2" X 14" (24 SQ. IN. VENTING AREA), EQUALLY SPACED.
VULCAN FIRE STOPPING SOFFIT VENT OR EQUIVALENT.
VENT TYPE B: 1" X 120" (50 SQ. IN. VENTING AREA), CENTERED.
VULCAN CONTINUOUS RIDGE VENT OR EQUIVALENT.
(5) TYPE A VENTS
(4) TYPE B VENTS
ROOF VENTING KEY PLAN
ATTIC SPACE
ENCLOSED
RAFTER SPACE 1
ENCLOSED
RAFTER SPACE 3
ENCLOSED
RAFTER SPACE 2
N.T.S
LEGEND
INDICATES LOCATION OF REINFORCEMENT FOR AGING-INPLACE DESIGN AND FALL PROVENTION. SEE 9/A-5.1 FOR ADDITIONAL INFORMATION.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MONTEREY PORCH) A-1.4
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
FLOOR PLAN - MONTEREY PORCH
1 SCALE: 1/4" = 1'-0"
ROOF PLAN - MONTEREY PORCH
2 AREA: 1067 SF
KEYNOTES
1.01 LINE OF ROOF ABOVE
1.02 LINE OF BUILDING
1.03 EMEREGENCY EGRESS WINDOW AT SLEEPING ROOM
1.04 LANDING OR FLOOR REQUIRED AT EACH SIDE OF EXTERIOR
DOOR WITH MINIMUM WIDTH EQUAL TO THE WIDTH OF THE
DOOR SERVED AND MINIMUM DEPTH OF 36”. AND 36” MINIMUM
DEPTH MEASURED IN THE DIRECTION OF TRAVEL. LANDING OR
FINISHED FLOOR SHALL NOT BE MORE THAN 1 ½” LOWER THAN
THE TOP OF THE THRESHOLD. THE LANDING ON THE EXTERIOR
SIDE SHALL BE NOT MORE THAN 7 ¾” BELOW THE TOP OF THE
THRESHOLD PROVIDED THAT THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR.
1.05 EXTERIOR LANDING SURFACE SLOPE NOT TO EXCEED ¼”/FOOT
AWAY FROM BUILDING
1.06 DOOR BELL, 48” MAX ABOVE EXTERIOR LANDING.
1.07 DOOR MUST PROVIDE NET CLEAR OPENING OF 32”
1.08 36” HIGH COUNTERTOP
1.09 SHELF AND HANGING ROD AT CLOSET
1.10 WALLS AND FLOORS AT BATHTUB AND SHOWER SPACES SHALL BE FINISHED WITH NON-ABSORBENT SURFACES. SUCH WALL
SURFACES SHALL EXTEND TO 72” MIN.
1.11 PROVIDE TEMPERED GLAZED ENCLOSURE AT OR ADJACENT TO
BATHTUBS AND/OR SHOWERS WHERE THE BOTTOM EXPOSED
EDGE OF GLAZING IS LESS THAN 60” ABOVE ANY STANDING OR
WALKING SURFACE.
1.12 PROVIDE REINFORCEMENT FOR GRAB BARS [CRC R327.1]. SEE
FLOOR PLAN GENERAL NOTES FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
1.13 PROVIDE FURRING AS NEEDED FOR STANDARD BATHTUB AND SHOWER LENGTH.
1.14 DRYER VENT AT EXTERIOR WALL MIN. 3 FT FROM ANY OPENING
1.15 2X6 STUD WALL
1.16 STACKED WASHER/DRYER MACHINE LOCATION
1.17 CEILING AT 8'-0" A.F.F.
1.18 GUTTER AND DOWNSPOUTS. PROVIDE DOWNSPOUT LOCATIONS AS REQUIRED BY SITE SPECIFIC CONDITIONS.
1.19 WATER HEATER, REFER TO MEP.
1.20 ATTIC ACCESS, ABOVE. MINIMUM 22” X 30” CLEAR OPENING.
ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED
INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE
ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE
[CENC 150.0(A)2]
1.21 A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL
REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING
NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND
LEVEL [CMC 1105.2]
1.22B TILE ROOF
1.23 INDOOR UNIT, REFER TO MEP.
1.24 ELECTRICAL SUBPANEL, REFER TO MEP.
1.26 STRUCTURAL PORCH POST, SEE STRUCT.
REVISIONS
NO. DATE DESCRIPTION
406
REF.
DW
A-2.5 2
A-2.5 3
A-2.5 4
A-2.5 1
1 A-3.5
2 A-3.5
13' - 0 1/2"
8' - 2" 15' - 1 1/2"
16' - 1"
3' - 1"
13' - 0 1/2"
11' - 4" 2' - 1" 2' - 1" 11' - 8 1/2"
4' - 5 1/2"
2' - 1" 12' - 4 1/2"
BATH
BEDROOM
BEDROOM BEDROOM
LIVING
CLOSET CLOSET
CLO. W/D
5' - 6 1/2" 2' - 11"
KITCHEN
1' - 10" 3' - 0" 15' - 0" 3' - 0" 1' - 4" 3' - 0" 1' - 10"
1.01 3' - 8"
2' - 6" 3' - 1"
1 4
2 3
89 10
AA
A
AA
AA
A
A
5 6
A
3 A-3.5
321
ACD
B
29' - 0"
13' - 6" 15' - 6" 9' - 0"
17' - 0" 12' - 0"
38' - 0"
B
38' - 0"
SLOPE
DOWN
SLOPEDOWN
SLOPE
DOWN
1' - 10" 3' - 0" 19' - 4" 3' - 0" 6' - 0" 3' - 0" 1' - 10"1' - 10" 3' - 0" 11' - 8" 2' - 8" 6' - 1" 3' - 0" 4' - 11" 3' - 0" 1' - 10" AA
1' - 10" 3' - 0" 3' - 6" 3' - 4" 5' - 4"
2' - 10" 3' - 0" 1' - 4" 3' - 0" 1' - 10"
DOWN
SLOPE
CLOSET
1.20 PATIO
1.16 1.04
1.08 1.10
1.11 1.12
1.13 1.17
1.17 1.07
1.07 1.17
1.09 1.14
1.03 1.03
1.03 1.15
1.19 1.17
TYP.
1.17 1.17
LINE ABOVE,
TYP.
1.17 7
1.06 1.21
1.05 1.04
1.24 1.23
1.23 1.23
1.23 1.23
A-5.1
1B
TYP.
TYP.
A-5.1
1A
A-2.5 2
A-2.5 3
A-2.5 4
A-2.5 1
1 A-3.5
2 A-3.5
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
1.02 3
A-3.5
321
ACDB
2' - 0" 2' - 0"
SETBACK
1' - 6"
2' - 0"
3' - 0"
2' - 0"
2' - 0"
1.18 1.18
1.18 1.22C
1. 2.
3. 4.
5. 6.
7. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING
INFORMATION.
ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN
FOR COORDINATION PURPOSES ONLY.
SEE STRUCTURAL FOR EXTERIOR STUD WALL SIZE.
ONE (MIN.) SIDE-HINGED EGRESS DOOR SHALL BE PROVIDED
WITH A CLEAR WIDTH OF NOT LESS THAN 32” WHERE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE
DOOR OPEN 90°. THE CLEAR HEIGHT OF THE DOOR OPENING
SHALL BE NOT LESS THAN 78” IN HEIGHT MEASURED FROM THE
TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP.
REFER TO MECHANICAL AND PLUMBING PLAN FOR WATER
EFFICIENCY REQUIREMENTS FOR ALL PLUMBING FIXTURES.
ROOF OVERHANG DIMENSIONS ARE FROM FACE OF EXTERIOR
WALL FRAMING TO EDGE OF ROOF
FLOOR AND ROOF PLAN GENERAL SHEET NOTES
1. 2.
3. SOLAR READY ROOF MINIMUM AREA: 250 SF
THE SOLAR ZONE TOTAL ARE SHALL BE COMPRISED OF AREAS
THAT HAVE NO DIMENSION LESS THAN 5 FT. THE SOLAR ZONE
SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE
BUILDING. [CEC 2022 SECTION 110.10.(b)]
FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33
PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS
THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS
OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL
ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SETBACK IS
REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. [CRC
R329.6.2]
THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY,
SMOKE VENTILATION, AND SPACING REQUIREMENTS AS
SPECIFIED IN TILE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY LOCAL JURISDICTION.
SOLAR READY GENERAL NOTES
SOLAR ZONE
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
NET FREE VENTING AREA REQUIRED = (ENCLOSED AREA / 150)
[CRC R806.2]
ENCLOSED ATTIC SPACE
(332 SF / 150) = 2.21 SF MIN. [319 SQ. IN.]
WALLS AND PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL COMPLY WITH CRC TABLES R302.1(1) AND (2).
ENCLOSED RAFTER SPACE 1
(157 SF / 150) = 1.05 SF MIN. [152 SQ. IN.]
ENCLOSED RAFTER SPACE 2
(352 SF / 150) = 2.35 SF MIN. [339 SQ. IN.]
ROOF VENTING CALCULATIONS
ENCLOSED RAFTER SPACE 3
(153 SF / 150) = 1.02 SF MIN. [147 SQ. IN.]
7 VENTS MIN.
15 VENTS MIN.
7 VENTS MIN.
VENT TYPE A: 1/2" X 14" (24 SQ. IN. VENTING AREA), EQUALLY SPACED.
VULCAN FIRE STOPPING SOFFIT VENT OR EQUIVALENT.
VENT TYPE B: 1" X 120" (50 SQ. IN. VENTING AREA), CENTERED.
VULCAN CONTINUOUS RIDGE VENT OR EQUIVALENT.
(5) TYPE A VENTS
(4) TYPE B VENTS
ROOF VENTING KEY PLAN
ATTIC SPACE
ENCLOSED
RAFTER SPACE 1
ENCLOSED
RAFTER SPACE 3
ENCLOSED
RAFTER SPACE 2
N.T.S
LEGEND
INDICATES LOCATION OF REINFORCEMENT FOR AGING-INPLACE DESIGN AND FALL PROVENTION. SEE 9/A-5.1 FOR ADDITIONAL INFORMATION.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MODERN FARMHOUSE) A-1.5
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
FLOOR PLAN - MODERN FARMHOUSE
1 SCALE: 1/4" = 1'-0"
ROOF PLAN - MODERN FARMHOUSE
2 AREA: 994 SF
KEYNOTES
1.01 LINE OF ROOF ABOVE
1.02 LINE OF BUILDING
1.03 EMEREGENCY EGRESS WINDOW AT SLEEPING ROOM
1.04 LANDING OR FLOOR REQUIRED AT EACH SIDE OF EXTERIOR
DOOR WITH MINIMUM WIDTH EQUAL TO THE WIDTH OF THE
DOOR SERVED AND MINIMUM DEPTH OF 36”. AND 36” MINIMUM
DEPTH MEASURED IN THE DIRECTION OF TRAVEL. LANDING OR
FINISHED FLOOR SHALL NOT BE MORE THAN 1 ½” LOWER THAN
THE TOP OF THE THRESHOLD. THE LANDING ON THE EXTERIOR
SIDE SHALL BE NOT MORE THAN 7 ¾” BELOW THE TOP OF THE
THRESHOLD PROVIDED THAT THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR.
1.05 EXTERIOR LANDING SURFACE SLOPE NOT TO EXCEED ¼”/FOOT
AWAY FROM BUILDING
1.06 DOOR BELL, 48” MAX ABOVE EXTERIOR LANDING.
1.07 DOOR MUST PROVIDE NET CLEAR OPENING OF 32”
1.08 36” HIGH COUNTERTOP
1.09 SHELF AND HANGING ROD AT CLOSET
1.10 WALLS AND FLOORS AT BATHTUB AND SHOWER SPACES SHALL BE FINISHED WITH NON-ABSORBENT SURFACES. SUCH WALL
SURFACES SHALL EXTEND TO 72” MIN.
1.11 PROVIDE TEMPERED GLAZED ENCLOSURE AT OR ADJACENT TO
BATHTUBS AND/OR SHOWERS WHERE THE BOTTOM EXPOSED
EDGE OF GLAZING IS LESS THAN 60” ABOVE ANY STANDING OR
WALKING SURFACE.
1.12 PROVIDE REINFORCEMENT FOR GRAB BARS [CRC R327.1]. SEE
FLOOR PLAN GENERAL NOTES FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
1.13 PROVIDE FURRING AS NEEDED FOR STANDARD BATHTUB AND SHOWER LENGTH.
1.14 DRYER VENT AT EXTERIOR WALL MIN. 3 FT FROM ANY OPENING
1.15 2X6 STUD WALL
1.16 STACKED WASHER/DRYER MACHINE LOCATION
1.17 CEILING AT 8'-0" A.F.F.
1.18 GUTTER AND DOWNSPOUTS. PROVIDE DOWNSPOUT LOCATIONS AS REQUIRED BY SITE SPECIFIC CONDITIONS.
1.19 WATER HEATER, REFER TO MEP.
1.20 ATTIC ACCESS, ABOVE. MINIMUM 22” X 30” CLEAR OPENING.
ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED
INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE
ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE
[CENC 150.0(A)2]
1.21 A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL
REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING
NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND
LEVEL [CMC 1105.2]
1.22C STANDING SEAM METAL ROOF
1.23 INDOOR UNIT, REFER TO MEP.
1.24 ELECTRICAL SUBPANEL, REFER TO MEP.
REVISIONS
NO. DATE DESCRIPTION
407
REF.
DW
A-2.6 2
A-2.6 3
A-2.6 4
A-2.6 1
1 A-3.6
2 A-3.6
13' - 0 1/2"
8' - 2" 15' - 1 1/2"
16' - 1"
3' - 0"
13' - 0 1/2"
11' - 4" 2' - 1" 11' - 8 1/2"
4' - 5 1/2"
2' - 1" 12' - 4 1/2"
BATH
BEDROOM
BEDROOM BEDROOM
LIVING
CLOSET CLOSET
CLO. W/D
5' - 6 1/2" 2' - 11"
KITCHEN
1' - 10" 3' - 0" 15' - 0" 3' - 0" 1' - 4" 3' - 0"
2' - 1"
1.01 3' - 8"
2' - 6" 3' - 1"
1 4
23 89
10 AA
A
AA
AA
AA
A
A
5 6
A
B
3 A-3.6
321
ACDE
29' - 0"
13' - 6" 15' - 6" 9' - 0"
17' - 0" 12' - 0"
38' - 0"
5' - 2"
B
38' - 0"
SLOPE
DOWN
SLOPEDOWN
SLOPE
DOWN
1' - 10"
1' - 10" 3' - 0" 19' - 4" 3' - 0" 6' - 0" 3' - 0" 1' - 10" 1' - 10" 3' - 0" 3' - 6" 3' - 4" 5' - 4"
1' - 10" 3' - 0" 11' - 8" 2' - 8" 6' - 1" 3' - 0" 4' - 11" 3' - 0" 1' - 10" 2' - 10" 3' - 0" 1' - 4" 3' - 0" 1' - 10"
DOWN
SLOPE
CLOSET
1.20 1.16
1.04 1.08
1.10 1.11
1.12 1.13
1.17 1.17
1.07 1.07
1.17 1.09
1.14 1.03 1.03
1.03 1.15
1.19 1.17
TYP.
1.17 1.17
LINE ABOVE,
TYP.
1.17 1.26 1.26 7
1.06 1.21
PORCH
1.05 1.04
1.24 1.23
1.23 1.23
1.23 1.23
A-5.1
1B
TYP.
TYP.
A-5.1
1A
A-2.6 2
A-2.6 3
A-2.6 4
A-2.6 1
1 A-3.6
2 A-3.6
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
1.02 3
A-3.6
321
ACDEB
2' - 0" 2' - 0"
SETBACK
1' - 6"
2' - 0" 2' - 0"
10"
2' - 0"
1.18 1.18
1.18 1.22C
1. 2.
3. 4.
5. 6.
7. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING
INFORMATION.
ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN
FOR COORDINATION PURPOSES ONLY.
SEE STRUCTURAL FOR EXTERIOR STUD WALL SIZE.
ONE (MIN.) SIDE-HINGED EGRESS DOOR SHALL BE PROVIDED
WITH A CLEAR WIDTH OF NOT LESS THAN 32” WHERE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE
DOOR OPEN 90°. THE CLEAR HEIGHT OF THE DOOR OPENING
SHALL BE NOT LESS THAN 78” IN HEIGHT MEASURED FROM THE
TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP.
REFER TO MECHANICAL AND PLUMBING PLAN FOR WATER
EFFICIENCY REQUIREMENTS FOR ALL PLUMBING FIXTURES.
ROOF OVERHANG DIMENSIONS ARE FROM FACE OF EXTERIOR
WALL FRAMING TO EDGE OF ROOF
FLOOR AND ROOF PLAN GENERAL SHEET NOTES
1. 2.
3. SOLAR READY ROOF MINIMUM AREA: 250 SF
THE SOLAR ZONE TOTAL ARE SHALL BE COMPRISED OF AREAS
THAT HAVE NO DIMENSION LESS THAN 5 FT. THE SOLAR ZONE
SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE
BUILDING. [CEC 2022 SECTION 110.10.(b)]
FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33
PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS
THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS
OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL
ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SETBACK IS
REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. [CRC
R329.6.2]
THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY,
SMOKE VENTILATION, AND SPACING REQUIREMENTS AS
SPECIFIED IN TILE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY LOCAL JURISDICTION.
SOLAR READY GENERAL NOTES
SOLAR ZONE
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
NET FREE VENTING AREA REQUIRED = (ENCLOSED AREA / 150)
[CRC R806.2]
ENCLOSED ATTIC SPACE
(332 SF / 150) = 2.21 SF MIN. [319 SQ. IN.]
WALLS AND PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL COMPLY WITH CRC TABLES R302.1(1) AND (2).
ENCLOSED RAFTER SPACE 1
(157 SF / 150) = 1.05 SF MIN. [152 SQ. IN.]
ENCLOSED RAFTER SPACE 2
(352 SF / 150) = 2.35 SF MIN. [339 SQ. IN.]
ROOF VENTING CALCULATIONS
ENCLOSED RAFTER SPACE 3
(153 SF / 150) = 1.02 SF MIN. [147 SQ. IN.]
7 VENTS MIN.
15 VENTS MIN.
7 VENTS MIN.
VENT TYPE A: 1/2" X 14" (24 SQ. IN. VENTING AREA), EQUALLY SPACED.
VULCAN FIRE STOPPING SOFFIT VENT OR EQUIVALENT.
VENT TYPE B: 1" X 120" (50 SQ. IN. VENTING AREA), CENTERED.
VULCAN CONTINUOUS RIDGE VENT OR EQUIVALENT.
(5) TYPE A VENTS
(4) TYPE B VENTS
ROOF VENTING KEY PLAN
ATTIC SPACE
ENCLOSED
RAFTER SPACE 1
ENCLOSED
RAFTER SPACE 3
ENCLOSED
RAFTER SPACE 2
N.T.S
LEGEND
INDICATES LOCATION OF REINFORCEMENT FOR AGING-INPLACE DESIGN AND FALL PROVENTION. SEE 9/A-5.1 FOR ADDITIONAL INFORMATION.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - FLOOR PLAN AND ROOF PLAN (MODERN FARMHOUSE PORCH) A-1.6
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
FLOOR PLAN - MODERN FARMHOUSE PORCH
1 SCALE: 1/4" = 1'-0"
ROOF PLAN - MODERN FARMHOUSE PORCH
2 AREA: 1086 SF
KEYNOTES
1.01 LINE OF ROOF ABOVE
1.02 LINE OF BUILDING
1.03 EMEREGENCY EGRESS WINDOW AT SLEEPING ROOM
1.04 LANDING OR FLOOR REQUIRED AT EACH SIDE OF EXTERIOR
DOOR WITH MINIMUM WIDTH EQUAL TO THE WIDTH OF THE
DOOR SERVED AND MINIMUM DEPTH OF 36”. AND 36” MINIMUM
DEPTH MEASURED IN THE DIRECTION OF TRAVEL. LANDING OR
FINISHED FLOOR SHALL NOT BE MORE THAN 1 ½” LOWER THAN
THE TOP OF THE THRESHOLD. THE LANDING ON THE EXTERIOR
SIDE SHALL BE NOT MORE THAN 7 ¾” BELOW THE TOP OF THE
THRESHOLD PROVIDED THAT THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR.
1.05 EXTERIOR LANDING SURFACE SLOPE NOT TO EXCEED ¼”/FOOT
AWAY FROM BUILDING
1.06 DOOR BELL, 48” MAX ABOVE EXTERIOR LANDING.
1.07 DOOR MUST PROVIDE NET CLEAR OPENING OF 32”
1.08 36” HIGH COUNTERTOP
1.09 SHELF AND HANGING ROD AT CLOSET
1.10 WALLS AND FLOORS AT BATHTUB AND SHOWER SPACES SHALL BE FINISHED WITH NON-ABSORBENT SURFACES. SUCH WALL
SURFACES SHALL EXTEND TO 72” MIN.
1.11 PROVIDE TEMPERED GLAZED ENCLOSURE AT OR ADJACENT TO
BATHTUBS AND/OR SHOWERS WHERE THE BOTTOM EXPOSED
EDGE OF GLAZING IS LESS THAN 60” ABOVE ANY STANDING OR
WALKING SURFACE.
1.12 PROVIDE REINFORCEMENT FOR GRAB BARS [CRC R327.1]. SEE
FLOOR PLAN GENERAL NOTES FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
1.13 PROVIDE FURRING AS NEEDED FOR STANDARD BATHTUB AND SHOWER LENGTH.
1.14 DRYER VENT AT EXTERIOR WALL MIN. 3 FT FROM ANY OPENING
1.15 2X6 STUD WALL
1.16 STACKED WASHER/DRYER MACHINE LOCATION
1.17 CEILING AT 8'-0" A.F.F.
1.18 GUTTER AND DOWNSPOUTS. PROVIDE DOWNSPOUT LOCATIONS AS REQUIRED BY SITE SPECIFIC CONDITIONS.
1.19 WATER HEATER, REFER TO MEP.
1.20 ATTIC ACCESS, ABOVE. MINIMUM 22” X 30” CLEAR OPENING.
ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED
INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE
ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE
[CENC 150.0(A)2]
1.21 A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL
REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING
NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND
LEVEL [CMC 1105.2]
1.22C STANDING SEAM METAL ROOF
1.23 INDOOR UNIT, REFER TO MEP.
1.24 ELECTRICAL SUBPANEL, REFER TO MEP.
1.26 STRUCTURAL PORCH POST, SEE STRUCT.
REVISIONS
NO. DATE DESCRIPTION
408
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.1
2.05 2.09
2.08 2.02
2.03 2.02
2.03 3 2 1
T.O. SHEATING
± 13' - 9"
A
1 A A
2.09 TYP.
4"
1'-0"
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.1
2.05 2.02
2.03 2.02
2.03 2.08
3 A-3.1
D C B A
T.O. SHEATING
± 13' - 9"
A A A
3' - 2"
TYP.
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.1
2.05 2.08
2.02 2.03
1 2 3
T.O. SHEATING
± 13' - 9"
A A A
4"
1'-0" 4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.1
2.05 2.02
2.03 2.08
3 A-3.1
A B C D
T.O. SHEATING
± 13' - 9"
A A
B
A
1. 2.
3. 4.
5. 6.
7. 8.
REFER TO GENERAL NOTES SHEET A1.1 FOR ADDITIONAL
REQUIREMENTS
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
CONTRACTOR TO VERIFY COLOR OF FINISH MATERIALS PRIOR
TO COMMENCING WORK.
REFER TO ROOF PLAN FOR ROOF OVERHANG DIMENSIONS.
PROVIDE ALUMINUM GUTTERS.
BUILDINGS SHALL HAVE APPROVED ADDRESS IDENTIFICATION
THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS. LETTERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4
INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN ½ INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND
THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC
WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION
SHALL BE MAINTAINED. [CRC R391.1]
ELEVATION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - EXTERIOR ELEVATIONS (CRAFTSMAN)
A-2.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
2.02 HORIZONTAL FIBER CEMENT SIDING
2.03 STONE VENEER, MATERIAL SHALL COMPLY WITH CRC R703.8
2.05 ASPHALT SHINGLES
2.08 TRIM
2.09 EXPOSED WOOD FRAMING - PRIMER & 2 COATS EXTERIOR
GRADE PAINT, REQUIRED.
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
ELEVATION A 1 SCALE: 1/4" = 1'-0"ELEVATION B 2
SCALE: 1/4" = 1'-0"
ELEVATION C 3 SCALE: 1/4" = 1'-0"ELEVATION D 4
REVISIONS
NO. DATE DESCRIPTION
409
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.2
2.05 2.09
2.02 2.03
2.08 2.02
2.03 2.10
3 2 1
T.O. SHEATING
± 13' - 9"
A
1 A A
2.09 2.09
4"
1'-0"
4"
1'-0"
4"
1'-0"
3' - 2"
TYP.
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.2
2.10 2.05
2.02 2.03 2.03
2.02 3
A-3.2
E D C B A
T.O. SHEATING
± 13' - 9"
A A A
2.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.2
2.05 2.08
2.02 2.03
1 2 3
T.O. SHEATING
± 13' - 9"
A A A
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.2
2.05 2.02
2.03 2.10
2.08 3
A-3.2
A B C D E
T.O. SHEATING
± 13' - 9"
A
B
A A
2.09 1.
2. 3.
4. 5.
6. 7.
8. REFER TO GENERAL NOTES SHEET A1.1 FOR ADDITIONAL
REQUIREMENTS
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
CONTRACTOR TO VERIFY COLOR OF FINISH MATERIALS PRIOR
TO COMMENCING WORK.
REFER TO ROOF PLAN FOR ROOF OVERHANG DIMENSIONS.
PROVIDE ALUMINUM GUTTERS.
BUILDINGS SHALL HAVE APPROVED ADDRESS IDENTIFICATION
THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS. LETTERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4
INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN ½ INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND
THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC
WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION
SHALL BE MAINTAINED. [CRC R391.1]
ELEVATION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - EXTERIOR ELEVATIONS (CRAFTSMAN PORCH)
A-2.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
ELEVATION A 1 SCALE: 1/4" = 1'-0"ELEVATION B 2
SCALE: 1/4" = 1'-0"
ELEVATION C 3 SCALE: 1/4" = 1'-0"ELEVATION D 4
KEYNOTES
2.02 HORIZONTAL FIBER CEMENT SIDING
2.03 STONE VENEER, MATERIAL SHALL COMPLY WITH CRC R703.8
2.05 ASPHALT SHINGLES
2.08 TRIM
2.09 EXPOSED WOOD FRAMING - PRIMER & 2 COATS EXTERIOR
GRADE PAINT, REQUIRED.
2.10 STONE PIER
REVISIONS
NO. DATE DESCRIPTION
410
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.3
2.06 2.01
2.08 2.01
3 2 1
T.O. SHEATING
± 13' - 9"
A
1 A A
4"
1'-0"
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.3
2.06 2.01
2.08 2.01
3 A-3.3
D C B A
T.O. SHEATING
± 13' - 9"
A A A
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.3
2.08 2.06
2.01 1 2 3
T.O. SHEATING
± 13' - 9"
A A A
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.3
2.06 2.08
2.01 3
A-3.4
A B C D
T.O. SHEATING
± 13' - 9"
A A
B
A
1. 2.
3. 4.
5. 6.
7. 8.
REFER TO GENERAL NOTES SHEET A1.1 FOR ADDITIONAL
REQUIREMENTS
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
CONTRACTOR TO VERIFY COLOR OF FINISH MATERIALS PRIOR
TO COMMENCING WORK.
REFER TO ROOF PLAN FOR ROOF OVERHANG DIMENSIONS.
PROVIDE ALUMINUM GUTTERS.
BUILDINGS SHALL HAVE APPROVED ADDRESS IDENTIFICATION
THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS. LETTERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4
INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN ½ INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND
THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC
WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION
SHALL BE MAINTAINED. [CRC R391.1]
ELEVATION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - EXTERIOR ELEVATIONS (MONTEREY)
A-2.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
ELEVATION A 1 SCALE: 1/4" = 1'-0"ELEVATION B 2
SCALE: 1/4" = 1'-0"
ELEVATION C 3 SCALE: 1/4" = 1'-0"ELEVATION D 4
KEYNOTES
2.01 STUCCO. PROVIDE 2 LAYERS OF GRADE D PAPER UNDER
STUCCO WHEN OVER WOOD SHEATHING. [CRC R703.7.3]
2.06 TILE ROOF
2.08 TRIM
REVISIONS
NO. DATE DESCRIPTION
411
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.4
2.06 2.01
2.01 2.08
2.09 3 2 1
T.O. SHEATING
± 13' - 9"
A
1 A A
4"
1'-0"
4"
1'-0" 4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.4
2.01 2.08
2.09 2.06
2.01 3
A-3.4
E D C B A
T.O. SHEATING
± 13' - 9"
A A A
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.4
2.01 2.08
1 2 3
T.O. SHEATING
± 13' - 9"
A A A
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.4
2.06 2.09
2.08 2.01
3 A-3.4
A B C D E
T.O. SHEATING
± 13' - 9"
A A B A
1. 2.
3. 4.
5. 6.
7. 8.
REFER TO GENERAL NOTES SHEET A1.1 FOR ADDITIONAL
REQUIREMENTS
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
CONTRACTOR TO VERIFY COLOR OF FINISH MATERIALS PRIOR
TO COMMENCING WORK.
REFER TO ROOF PLAN FOR ROOF OVERHANG DIMENSIONS.
PROVIDE ALUMINUM GUTTERS.
BUILDINGS SHALL HAVE APPROVED ADDRESS IDENTIFICATION
THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS. LETTERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4
INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN ½ INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND
THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC
WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION
SHALL BE MAINTAINED. [CRC R391.1]
ELEVATION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - EXTERIOR ELEVATIONS (MONTEREY PORCH)
A-2.4
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
ELEVATION A 1 SCALE: 1/4" = 1'-0"ELEVATION B 2
SCALE: 1/4" = 1'-0"
ELEVATION C 3 SCALE: 1/4" = 1'-0"ELEVATION D 4
KEYNOTES
2.01 STUCCO. PROVIDE 2 LAYERS OF GRADE D PAPER UNDER
STUCCO WHEN OVER WOOD SHEATHING. [CRC R703.7.3]
2.06 TILE ROOF
2.08 TRIM
2.09 EXPOSED WOOD FRAMING - PRIMER & 2 COATS EXTERIOR
GRADE PAINT, REQUIRED.
REVISIONS
NO. DATE DESCRIPTION
412
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.5
2.07 ALTERNATE:
SHINGLE ROOF
2.04 2.08
2.04 321
T.O. SHEATING
± 13' - 9"
A
1 AA
4"
1'-0"
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.5
2.07 ALTERNATE:
SHINGLE ROOF
2.04 2.08
2.04 3
A-3.5
DCBA
T.O. SHEATING
± 13' - 9"
A
A
A
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.5
2.07 ALTERNATE:
SHINGLE ROOF
2.04 2.08
123
T.O. SHEATING
± 13' - 9"
AA
A
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.5
2.07 ALTERNATE:
SHINGLE ROOF
2.04 2.08
3 A-3.5
ABCD
T.O. SHEATING
± 13' - 9"
A
B
A
A
1. 2.
3. 4.
5. 6.
7. 8.
REFER TO GENERAL NOTES SHEET A1.1 FOR ADDITIONAL
REQUIREMENTS
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
CONTRACTOR TO VERIFY COLOR OF FINISH MATERIALS PRIOR
TO COMMENCING WORK.
REFER TO ROOF PLAN FOR ROOF OVERHANG DIMENSIONS.
PROVIDE ALUMINUM GUTTERS.
BUILDINGS SHALL HAVE APPROVED ADDRESS IDENTIFICATION
THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS. LETTERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4
INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN ½ INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND
THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC
WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION
SHALL BE MAINTAINED. [CRC R391.1]
ELEVATION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - EXTERIOR ELEVATIONS (MODERN FARMHOUSE)
A-2.5
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
ELEVATION A
1 SCALE: 1/4" = 1'-0"
ELEVATION B
2 SCALE: 1/4" = 1'-0"
ELEVATION C
3 SCALE: 1/4" = 1'-0"
ELEVATION D
4 KEYNOTES
2.04 BOARD AND BATTEN FIBER CEMENT SIDING
2.07 STANDING SEAM METAL ROOF
2.08 TRIM
REVISIONS
NO. DATE DESCRIPTION
413
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.6
2.07 ALTERNATE:
SHINGLE ROOF
2.04 2.09 2.08
2.04 3 2 1
T.O. SHEATING
± 13' - 9"
A
1 A A
4"
1'-0"
4"
1'-0"
4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.6
ALTERNATE:
SHINGLE ROOF
2.07 2.04
2.08 2.04
2.09 3
A-3.6
E D C B A
T.O. SHEATING
± 13' - 9"
A A A
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.6
2.07 ALTERNATE:
SHINGLE ROOF
2.04 2.08
1 2 3
T.O. SHEATING
± 13' - 9"
A A A
4"
1'-0" 4"
1'-0"
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.6
ALTERNATE:
SHINGLE ROOF
2.07 2.04
2.08 2.09
3 A-3.6
A B C D E
T.O. SHEATING
± 13' - 9"
A B A A
1. 2.
3. 4.
5. 6.
7. 8.
REFER TO GENERAL NOTES SHEET A1.1 FOR ADDITIONAL
REQUIREMENTS
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
CONTRACTOR TO VERIFY COLOR OF FINISH MATERIALS PRIOR
TO COMMENCING WORK.
REFER TO ROOF PLAN FOR ROOF OVERHANG DIMENSIONS.
PROVIDE ALUMINUM GUTTERS.
BUILDINGS SHALL HAVE APPROVED ADDRESS IDENTIFICATION
THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS. LETTERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4
INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN ½ INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND
THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC
WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION
SHALL BE MAINTAINED. [CRC R391.1]
ELEVATION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - EXTERIOR ELEVATIONS (MODERN FARMHOUSE PORCH) A-2.6
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
ELEVATION A 1 SCALE: 1/4" = 1'-0"ELEVATION B 2
SCALE: 1/4" = 1'-0"
ELEVATION C 3 SCALE: 1/4" = 1'-0"ELEVATION D 4
KEYNOTES
2.04 BOARD AND BATTEN FIBER CEMENT SIDING
2.07 STANDING SEAM METAL ROOF
2.08 TRIM
2.09 EXPOSED WOOD FRAMING - PRIMER & 2 COATS EXTERIOR
GRADE PAINT, REQUIRED.
REVISIONS
NO. DATE DESCRIPTION
414
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.1
LIVING
321
3.01 3.02
3.06 3.07
3.03 3.05
A-5.2
1.1 A-5.1
6B TYP.
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.1
BEDROOM CLO. LIVING 3
A-3.1
ABCD
T.O. SHEATING
± 13' - 9"
A-5.2
2.1 A-5.2
3.1 3.01 3.01
3.02 3.03
3.06 3.07
3.04 A-5.1
6A TYP.
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.1
321
ATTIC
BATH BEDROOM
3.01 3.03
3.06 3.07
3.03 3.05
A-5.2
1.1 A-5.1
6B
TYP.
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS
ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE
ASTM E136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - BUILDING SECTIONS (CRAFTSMAN)
A-3.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 SCALE: 1/4" = 1'-0"
SECTION C
3 REVISIONS
NO. DATE DESCRIPTION
415
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.2
LIVING
321
3.01 3.06
3.07 3.03
3.05 A-5.2
1.1 3.02
A-5.1
6B TYP.
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.2
BEDROOM LIVING 3
A-3.2
ABCDE
T.O. SHEATING
± 13' - 9"
3.01 3.01
3.02 3.03
3.06 3.07
3.08 3.04
A-5.2
1.1 A-5.2
3.1 A-5.3
5.1 A-5.1
6A TYP.
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.2
321
ATTIC
BATH BEDROOM
3.01 3.03
3.06 3.03
3.05 3.07
A-5.2
1.1 A-5.1
6B
TYP.
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS
ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE
ASTM E136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - BUILDING SECTIONS (CRAFTSMAN PORCH)
A-3.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.08 WOOD FRAMING, SEE STRUCTURAL.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 SCALE: 1/4" = 1'-0"
SECTION C
3 REVISIONS
NO. DATE DESCRIPTION
416
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.3
LIVING
321
3.06 3.07
3.05 3.02
A-5.2
1.2 A-5.1
5B TYP.
3.09 3.01
3.03 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.3
BEDROOM CLO. LIVING 3
A-3.3
ABCD
T.O. SHEATING
± 13' - 9"
3.01 3.01
3.02 3.03
3.06 3.07
3.04 A-5.2
2.2 A-5.2
2.2 A-5.2 4
A-5.1
5A TYP.
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.3
321
ATTIC
BATH BEDROOM
3.01 3.03
3.06 3.03
3.05 3.07
A-5.2
1.2 A-5.1
5B TYP.
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS
ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE
ASTM E136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - BUILDING SECTIONS (MONTEREY)
A-3.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 SCALE: 1/4" = 1'-0"
SECTION C
3 REVISIONS
NO. DATE DESCRIPTION
417
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.4
LIVING
321
A-5.2
1.2 3.06
3.07 3.05
3.02 A-5.1
5B TYP.
3.09 3.01
3.03 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.4
BEDROOM CLO. LIVING 3
A-3.4
ABCDE
T.O. SHEATING
± 13' - 9"
3.01 3.01
3.02 3.03
3.06 3.07
3.04 A-5.2
2.2 A-5.2
1.2 3.08
A-5.3
5.2 A-5.1
5A TYP.
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.4
321
ATTIC
BATH LIVING BEDROOM
3.01 3.03
3.06 3.03
3.05 3.07
A-5.2
1.2 A-5.1
5B TYP.
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS
ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE
ASTM E136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - BUILDING SECTIONS (MONTEREY PORCH)
A-3.4
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.08 WOOD FRAMING, SEE STRUCTURAL.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 SCALE: 1/4" = 1'-0"
SECTION C
3 REVISIONS
NO. DATE DESCRIPTION
418
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.5
LIVING
321
A-5.2
1.1 3.06
3.07 3.05
3.02 A-5.1
4B
TYP.
3.09 3.01
3.03 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.5
BEDROOM CLO. LIVING 3
A-3.5
ABCD
T.O. SHEATING
± 13' - 9"
3.01 3.01
3.02 3.03
3.06 3.07
3.08 3.04
A-5.2
2.1 A-5.2
3.3 A-5.1
4A TYP.
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.5
321
ATTIC
BATH BEDROOM
3.01 3.03
3.06 3.03
3.05 3.07
A-5.2
1.1 A-5.1
4B
TYP.
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS
ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE
ASTM E136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - BUILDING SECTIONS (MODERN FARMHOUSE)
A-3.5
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.08 WOOD FRAMING, SEE STRUCTURAL.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 SCALE: 1/4" = 1'-0"
SECTION C
3 REVISIONS
NO. DATE DESCRIPTION
419
FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.6
LIVING
321
T.O. SHEATING
± 13' - 9"
A-5.2
1.1 3.06
3.07 3.05
3.02 A-5.1
4B TYP.
3.09 3.01
3.03 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
1 A-3.6
BEDROOM CLO.
LIVING
3 A-3.6
ABCDE
T.O. SHEATING
± 13' - 9"
3.01 3.01
3.02 3.03
3.06 3.07
3.04 A-5.2
2.1 A-5.2
3.3 3.08
A-5.3
5.3 A-5.1
TYP. 4A
3.09 FINISHED FLOOR
0"
B.O. ROOF
± 8' - 0"
2 A-3.6
321
T.O. SHEATING
± 13' - 9"
ATTIC
BATH BEDROOM
3.01 3.03
3.06 3.03
3.05 3.07
A-5.2
1.1 A-5.1
4B TYP.
3.09 1.
2. 3.
4. 1.
2. 3.
4. 5.
6. 7.
8. 9.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFERENCE DETAILS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC SIZES
AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS,
DETAILS, AND STRUCTURAL PLANS.
FIREBLOCKING TO BE LOCATED PER CRC SECTION R302.11:
A. SECTION R302.11 -1.
1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
1.1 VERTICALLY AT CEILING AND FLOOR LEVELS
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.
2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS
AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND
WIRES AT CEILINGS AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS
ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE
ASTM E136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,
SEE SECTION R1003.19.
B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL
CONSIST OF THE FOLLOWING MATERIALS:
TWO-INCH NOMINAL LUMBER
TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH
BROKEN LAP JOINTS
THE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS
WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL
PANELS
THE THICKNESS OF 0.75-INCH PARTICLE BOARD WITH
JOINTS BACKED BY 0.75-INCH PARTICLE BOARD
ONE-HALF-INCH GYPSUM BOARD
ONE-FOURTH-INCH CEMENT-BASED MILLBOARD
BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER
OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
MANNER AS TO BE SECURELY RETAINED IN PLACE
CELLULOSE INSULATION INSTALLED AS TESTED IN
ACCORDANCE WITH ASTM E119 OR UL 263, FOR THE
SPECIFIC APPLICATION.
THE PURPOSE OF THESE DRAWINGS IS TO SHOW
CONSTRUCTION MATERIALS/ASSEMBLIES. FOR SPECIFIC
SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS,
ELEVATIONS, DETAILS, AND STRUCTURAL PLANS.
5. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG
EQUIPMENT AND FIXTURES OCCUR.
6. REFERENCE DOOR AND WINDOW SCHEDULES FOR HEIGHT AND
SILL INFORMATION.
7. REFERENCE FLOOR PLANS AND FRAMING PLANS FOR
LOCATIONS OF DOORS AND WINDOWS.
8. REFER TO TITLE 24 REPORT FOR INSULATION INFORMATION
AND REQUIREMENTS.
9. PROVIDE SOUND INSULATION AT BATHROOMS, LAUNDRY
ROOMS, AND PRIMARY BATHROOMS.
SECTION GENERAL SHEET NOTES
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
3 BEDROOM A - BUILDING SECTIONS (MODERN FARMHOUSE PORCH) A-3.6
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
KEYNOTES
3.01 WALL INSULATION, REFER TO TITLE 24 REPORT
3.02 ROOF INSULATION, REFER TO TITLE 24 REPORT. REFER TO DETAILS A, B, AND C ON SHEET A5.2
3.03 WOOD STUD WALL, REFER TO STRUCTURAL DRAWINGS.
3.04 RAFTERS, REFER TO STRUCTURAL DRAWINGS.
3.05 RIDGE BEAM, REFER TO STRUCTURAL DRAWINGS.
3.06 CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL
DRAWINGS
3.07 STRUCTURAL CONCRETE FOOTING, REFER TO STRUCTURAL
DRAWINGS.
3.08 WOOD FRAMING, SEE STRUCTURAL.
3.09 FINISHED GRADE, TYP. FOUNDATION WALLS SHALL EXTEND
ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
AT ALL POINTS NOT LESS THAN 4 INCHES WHERE MASONRY
VENEER IS USED AND NOT LESS THAN 6 INCHES ELSEWHERE.
[CRC R404.1.6] 0
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
SCALE: 1/4" = 1'-0"
SECTION A
1 SCALE: 1/4" = 1'-0"
SECTION B
2 SCALE: 1/4" = 1'-0"
SECTION C
3 REVISIONS
NO. DATE DESCRIPTION
420
INTERIOR
INTERIOR EXTERIOR
SHEATHING
EXTERIOR SHEATHING
INSULATION
SIDING
WOOD FRAMING, SEE
STRUCT.
CORNER TRIM
SIDING AT INSIDE CORNER
SEALANT, EA SIDE
2 LAYERS WEATHER
RESISTIVE BARRIER
STONE VENEER AT OUTSIDE CORNER
EXTERIOR SHEATHING
INSULATION
WOOD FRAMING, SEE
STRUCT.
INTERIOR
SHEATHING
STONE VENEER
2 LAYERS WEATHER
RESISTIVE BARRIER
EXTERIOR INTERIOR
MORTAR SETTING BED
OVER SCRATCH COAT
METAL LATH
EXTERIOR SHEATHING
INSULATION
7/8" THICK STUCCO FINISH:
METAL LATH BELOW
SCRATCH, BROWN AND FINISH
COAT PER CRC R703.7
WOOD FRAMING, SEE
STRUCT.
INTERIOR
SHEATHING
CORNER BEAD
STUCCO AT OUTSIDE CORNER
2 LAYERS WEATHER
RESISTIVE BARRIER
EXTERIOR INTERIOR
NOTE: PROVIDE 2 LAYERS OF GRADE D PAPER UNDER STUCCO WHEN OVER WOOD SHEATHING. [CRC R703.7.3]
INSULATION
INTERIOR
SHEATHING
BASE TRIM
FLASHING
SIDING
FLASHING AND SEALANT
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
GRADE, MIN 5% SLOPE
WOOD FRAMING,
SEE STRUCT.
8" MIN.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
7/8" THICK STUCCO FINISH:
METAL LATH BELOW
SCRATCH, BROWN AND FINISH
COAT PER CRC R703.7
GRADE, MIN 5% SLOPE
8" MIN.
NOTE: PROVIDE 26 GA (MIN) CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH MINIMUM VERTICAL FLANGE. THE WEEP SCREEN SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING [CRC R703.7.2.1]
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
WOOD FRAMING, OVER PLYWOOD
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
MORTAR SETTING BED
OVER SCRATCH COAT
STONE VENEER
GRADE, MIN 5% SLOPE
MIN.
8"
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
THROUGH PENTRATION @ WALL
GYPSUM BOARD
FILL, VOID OR CAVITY
MATERIALS, RATED TO
MATCH WALL RATING
THROUGH
PENETRANTS
DESIGN NO. U356
BEARING WALL RATING - 1 HR RATING 1 2 3 5 4
1 WOOD STUDS
NOMINAL 2X6 SPACED 16" O.C. WITH (2) 2X4 TOP PLATES (1) 2X4 BOTTOM PLATE. STUDS LATERALLY-BRACED BY WOOD
STRUCTURAL PANEL SHEATHING (ITEM 5) AND
EFFECECTIVELY FIRE STOPPED AT TOP AND BOTTOM OF
WALL.
2 GYPSUM BOARD
ANY 5/8 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS
ELIGIBLE FOR USE IN DESIGN NOS. L501, G512 OR U305. NOM 5/8 IN. THICK, 4 FT WIDE, APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7 IN. OC WITH 6D CEMENTCOATED NAILS, 1-7/8 IN. LONG WITH 1/4 IN. DIAM HEAD. 4 BATTS AND BLANKETS
MINERAL FIBER OR GLASS FIBER INSULATION, 3-1/2 IN.
THICK, PRESSURE FIT TO FILL WALL CAVITIES BETWEEN
STUDS AND PLATES. MINERAL FIBER INSULATION TO BE
UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF. GLASS
FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR
KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PCF
(MIN R-13 THERMAL INSULATION RATING)
5 WOOD STRUCTURAL PANEL SHEATHING
MIN 7/16 IN. THICK, 4 FT WIDE WOOD STRUCTURAL PANELS,
MIN GRADE "C-D" OR "SHEATHING". INSTALLED WITH LONG
DIMENSION OF SHEET (STRENGTH AXIS) OR FACE GRAIN OF
PLYWOOD PARALLEL WITH OR PERPENDICULAR TO STUDS.
VERTICAL JOINTS CENTERED ON STUDS. HORIZONTAL JOINTS
BACKED WITH NOM 2 BY 4 IN. WOOD BLOCKING. ATTACHED TO
STUDS ON EXTERIOR SIDE OF WALL WITH 6D CEMENT
COATED BOX NAILS SPACED 6 IN. OC AT PERIMETER OF
PANELS AND 12 IN. OC ALONG INTERIOR STUDS.
6 EXTERIOR FACINGS
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS. ONE OF THE FOLLOWING
EXTERIOR FACINGS IS TO BE APPLIED OVER THE SHEATHING:
D. CEMENTITIOUS STUCCO — PORTLAND CEMENT OR
SYNTHETIC STUCCO SYSTEMS WITH SELF-FURRING METAL
LATH OR ADHESIVE BASE COAT. THICKNESS FROM 3/8 TO 3/4
IN., DEPENDING ON SYSTEM.
H. FIBER-CEMENT SIDING — FIBER-CEMENT EXTERIOR
SIDINGS INCLUDING SMOOTH AND PATTERNED PANEL OR LAP
SIDING.
I. WALL AND PARTITION FACINGS AND ACCESSORIES* —
STONE VENEER IS MORTAR BONDED TO A LATH, SCRATCH
COAT AND WATER RESISTANT BARRIER APPLIED TO
SHEATHING, INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS INSTALLATION INSTRUCTIONS, AND
MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES.
NON-BEARING WALL PARTITION INTERSECTION—
(OPTIONAL) TWO NOMINAL 2 BY 4 IN. STUD OR NOMINAL 2 BY
6 IN. STUD NAILED TOGETHER WITH TWO 3IN. LONG 10D
NAILS SPACED A MAX. 16 IN. OC. VERTICALLY AND FASTENED
TO ONE SIDE OF THE MINIMUM 2 BY 4 IN. STUD WITH 3 IN.
LONG 10D NAILS SPACED A MAX 16 IN. OC. VERTICALLY.
INTERSECTION BETWEEN PARTITION WOOD STUDS TO BE
FLUSH WITH THE 2 BY 4 IN. STUDS. THE WALL PARTITION
WOOD STUDS ARE TO BE FRAMED BY WITH A SECOND 2 BY 4
IN. WOOD STUD FASTENED WITH 3 IN. LONG 10D NAILS
SPACED A MAX. 16 IN. OC. VERTICALLY. MAXIMUM ONE NONBEARING WALL PARTITION INTERSECTION PER STUD CAVITY.
NON-BEARING WALL PARTITION STUD DEPTH SHALL BE AT A
MINIMUM EQUAL TO THE DEPTH OF THE BEARING WALL.
3 JOINTS AND FASTENER HEADS
GYPSUM BOARD JOINTS COVERED WITH TAPE AND JOINT
COMPOUND. FASTENER HEADS COVERED WITH JOINT
COMPOUND.
THROUGH PENTRATION @ WALL
FRAMING
6 INSULATION
INTERIOR
SHEATHING
BASE TRIM
FLASHING
SIDING
FLASHING AND SEALANT
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
CONCRETE WALK SURFACE,
MIN 2% SLOPE
WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
2"
1/2" EXPANSION JOINT
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
CONCRETE WALK SURFACE,
MIN 2% SLOPE
WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
2"
7/8" THICK STUCCO FINISH:
METAL LATH BELOW
SCRATCH, BROWN AND FINISH
COAT PER CRC R703.7
1/2" EXPANSION JOINT
NOTE: PROVIDE 26 GA (MIN) CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH MINIMUM VERTICAL FLANGE. THE WEEP SCREEN SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING [CRC R703.7.2.1]
INSULATION
INTERIOR
SHEATHING
FLASHING
2 LAYERS OF WEATHER
RESISTIVE BARRIER
OVER PLYWOOD
CONCRETE WALK SURFACE,
MIN 2% SLOPE
WOOD FRAMING,
SEE STRUCT.
STRUCTURAL CONCRETE
FOUNDATION, SEE
STRUCT.
EXTERIOR SHEATHING
2"
MORTAR SETTING BED
OVER SCRATCH COAT
1/2" EXPANSION JOINT
STONE VENEER
39 1/4"
32"
39 1/4"
32"
SHOWER
SIDE WALLS BACK WALL
TOILET
39 1/4"
32"
39 1/4"
32"
36" MIN. 54" MIN.
1. 2.
NOTES:
PROVIDE REINFORCEMENT FOR AGING-IN-PLACE DESIGN
AND FALL PREVENTION AS REQUIRED BY CRC R327.1.1
INFORMATION AND/OR DRAWINGS IDENTIFYING THE
LOCATION OF GRAB BAR REINFORCEMENT SHALL BE
PLACED IN THE OPERATION AND MAINTENANCE MANUAL
IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, CHAPTER 4, DIVISION 4.4.
[R327.1.1.1 CRC]
FRONT SIDE
39 1/4"
32"
39 1/4"
6"
BATHTUB
SIDE WALLS BACK WALL
REINFORCEMENT AREA,
TYP.
1. 2.
NOTES:
WATER CLOSETS SHALL HAVE 15 INCHES TO ANY WALL OR
OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24-
INCH CLEAR SPACE IN FRONT. [ 402.5 CPC]
SHOWER COMPARTMENTS SHALL BE NOT LESS THAN 1,024
SQUARE INCHES AND ALSO BE CAPABLE OF
ENCOMPASSING A 30-INCH DIAMETER CIRCLE. [ 408.6 CPC]
MIN.
15"
MIN.
15"
ø 2' - 6"
24"
EXTERIOR SHEATHING
INSULATION
SIDING
WOOD FRAMING, SEE
STRUCT.
INTERIOR
SHEATHING
CORNER TRIM
SIDING AT OUTSIDE CORNER
2 LAYERS WEATHER
RESISTIVE BARRIER
EXTERIOR INTERIOR
INTERIOR
INTERIOR EXTERIOR
SHEATHING
EXTERIOR SHEATHING
INSULATION
7/8" THICK STUCCO FINISH:
METAL LATH BELOW SCRATCH,
BROWN AND FINISH COAT PER
CRC R703.7
WOOD FRAMING, SEE
STRUCT.
2 LAYERS WEATHER
RESISTIVE BARRIER
STUCCO AT INTSIDE CORNER
NOTE: PROVIDE 2 LAYERS OF GRADE D PAPER UNDER STUCCO WHEN OVER WOOD SHEATHING. [CRC R703.7.3]
INTERIOR
EXTERIOR INTERIOR
SHEATHING
EXTERIOR SHEATHING
INSULATION
STONE VENEER
WOOD FRAMING, SEE
STRUCT.
STONE VENEER AT INSIDE CORNER
2 LAYERS WEATHER
RESISTIVE BARRIER
MORTAR SETTING BED
OVER SCRATCH COAT
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
DETAILS
A-5.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - SIDING (INSIDE CORNER) 1A
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - STONE VENEER (OUTSIDE CORNER)
SCALE: 1 1/2" = 1'-0" 3B PLAN DETAIL - STUCCO (OUTSIDE CORNER) 2B SCALE: 1 1/2" = 1'-0"
BASE DETAILS - SIDING AT GRADE 4B SCALE: 1 1/2" = 1'-0"BASE DETAILS - STUCCO AT GRADE 5B SCALE: 1 1/2" = 1'-0"BASE DETAILS - STONE VENEER AT GRADE 6B
REVISIONS
NO. DATE DESCRIPTION
0 SCALE:
6" 1' - 0" 2' - 0"
1 1/2" = 1' - 0"
SCALE: 1 1/2" = 1'-0"
7 FIRE RESISTIVE 1- HOUR
WOOD FRAMED WALLS
SCALE: 1 1/2" = 1'-0"
BASE DETAILS - SIDING AT PAVED WALK 4A SCALE: 1 1/2" = 1'-0"BASE DETAILS - STUCCO AT PAVED WALK 5A SCALE: 1 1/2" = 1'-0"BASE DETAILS - STONE VENEER AT PAVED WALK 6A SCALE: 1/4" = 1'-0"
9 REINFORCEMENT DETAILS
SCALE: 1/4" = 1'-0"
BATHROOM CLEARANCE DIAGRAMS
8 SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - SIDING (OUTSIDE CORNER) 1B
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - STUCCO (INSIDE CORNER) 2A SCALE: 1 1/2" = 1'-0"PLAN DETAIL - STONE VENEER (INSIDE CORNER) 3A 421
ROOF SHEATHING
GUTTER WITH GUARD
1"X 12" FASCIA BOARD
TONGUE AND GROOVE SOFFIT
ROOFING FINISH MATERIAL
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE BARRIER
SHEATHING
CL
26 GA GSM EDGE FLASHING 3"
MIN. LAP OVER UNDERLAYMENT
AND 1" MIN. VERTICAL LAP
OVER EDGEBOARD
PER ROOF PLAN
BLOCKING, TYP.
TRIM (AT CRAFTSMAN STYLE)
GUTTER WITH GUARD
1"x 6" FASCIA BOARD
ROOFING FINISH MATERIAL
CL
PLAN
PER ROOF
26 GA GSM EDGE FLASHING 3"
MIN. LAP OVER UNDERLAYMENT
AND 1" MIN. VERTICAL LAP
OVER EDGEBOARD
BLOCKING, TYP.
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE BARRIER
SHEATHING
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
FASCIA BOARD
ROOFING FINISH
MATERIAL
SOFFIT
PER ROOF PLAN
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE
BARRIER
SHEATHING
CL
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
1" X 6" FASCIA BOARD
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
ROOFING FINISH
MATERIAL
CL
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
1"x12" FASCIA BOARD
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
ROOFING FINISH MATERIAL
SOFFIT
PER ROOF PLAN
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE
BARRIER
SHEATHING
CL
SHEATHING & FRAMING PER
STRUCTURAL
2 X BLOCKING
1"x12" FASCIA BOARD
26 GA GSM EDGE
FLASHING 3" MIN. LAP
OVER UNDERLAYMENT
AND 1" MIN. VERTICAL
LAP OVER EDGEBOARD
ROOFING FINISH MATERIAL
SOFFIT
PER ROOF PLAN
EXTERIOR WALL FINISH PER
ELEVATION
WEATHER RESISTIVE
BARRIER
SHEATHING
MAX.
9"
CL
ROOFING FINISH MATERIAL
ROOF SHEATHING AND
FRAMING PER STRUCTURAL
26 GA GSM EDGE FLASHING 3" MIN. LAP
OVER UNDERLAYMENT AND 1" MIN.
VERTICAL LAP OVER EDGEBOARD
FASCIA BOARD
LEDGER BOARD, TYP.
REFER TO STRUCT.
4" MIN.
METAL FLASHING, RETURN UP
WALL BEHIND WEATHER
RESISTIVE BARRIER
EXTERIOR WALL FINISH PER
ELEVATION
SHEATHING
WEATHER RESISTIVE BARRIER
DRIP EDGE
6' -8" MIN
WHEN WALKING SURFACE BELOW
6' -8" MIN
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
ROOF RAFTERS, REF STRUCT.
ROOF SHEATHING
AIR- IMPERMEABLE INSULATION IN
CONTACT WITH SHEATHING WITH
REQ'D R-VALUE
GYPSUM BOARD, REF PLANS
ROOF RAFTERS, REF STRUCT.
ROOF SHEATHING
AIR- IMPERMEABLE INSULATION IN
CONTACT WITH SHEATHING WITH
REQ'D R-VALUE
GYPSUM BOARD, REF PLANS
AIR-PERMEABLE INSULATION
INSTALLED DIRECTLY UNDER THE
STRUCTURAL SHEATHING
ROOF RAFTERS, REF STRUCT.
ROOF SHEATHING
AIR- IMPERMEABLE INSULATION IN
CONTACT WITH SHEATHING WITH
REQ. R-VALUE
GYPSUM BOARD, REF PLANS
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
ROOF DETAILS
A-5.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
SCALE: 1" = 1'-0"
CRAFTSMAN/ MODERN FARMHOUSE EAVE 1.1
SCALE: 1" = 1'-0"
MONTEREY EAVE 1.2
SCALE: 1" = 1'-0"
CRAFTSMAN/ MODERN FARMHOUSE GABLE 2.1
SCALE: 1" = 1'-0"
MONTEREY GABLE 2.2
SCALE: 1" = 1'-0"
CRAFTSMAN GABLE (FRONT) 3.1
SCALE: 1" = 1'-0"
3 - MODERN FARMHOUSE GABLE (FRONT) 3.3
SCALE: 1" = 1'-0"
4 - MONTEREY AWNING
4 REVISIONS
NO. DATE DESCRIPTION
0 SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
B SCALE: 1" = 1'-0"
INSULATION AT UNVENTED ROOF ASSEMBLY -
IMPERMEABLE INSULATION ONLY
SCALE: 1" = 1'-0"
INSULATION @ UNVENTED ROOF ASSEMBLY - BOTH TYPES
A
SCALE: 1" = 1'-0"
INSULATION @ UNVENTED ROOF ASSEMBLY - OVER/ UNDER
C
422
PORCH POST PER
STRUCTURAL
CONCRETE FOOTING, REFER
TO STRUCT.
2x10 MIN. TRIM BAND.
CAULK W/ W.P SEALANT
CONCRETE OR STONE CAP
STONE VENEER
FULLY GROUTED CMU,
REFER TO STRUCT. MIN. 8"
3' - 0"
DRIP EDGE
2"
PORCH POST PER
STRUCTURAL
CONCRETE FOOTING,
REFER TO STRUCT.
2x10 MIN. TRIM BAND.
CAULK W/ W.P SEALANT
COLUMN BASE PER
STRUCTURAL
8"
PORCH POST PER
STRUCTURAL
CONCRETE FOOTING,
REFER TO STRUCTURAL
PLANS
COLUMN BASE PER
STRUCTURAL
8"
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
DETAILS
A-5.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
0 SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
REVISIONS
NO. DATE DESCRIPTION
SCALE: 1" = 1'-0"
CRAFTSMAN PORCH POST BASE 5.1
SCALE: 1" = 1'-0"
MONTEREY PORCH POST BASE 5.2
SCALE: 1" = 1'-0"
MODERN FARMHOUSE POST BASE 5.3
423
GENERAL WINDOW NOTES
1. 2.
3. 4.
5. 6.
A.
B.
C.
a.
b.
D.
E.
F.
7. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO FLOOR PLANS FOR LOCATION OF DOORS AND
DIRECTION OF DOOR SWING.
CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR
TO FABRICATION OF ROUGH OPENINGS.
ALL GLAZING, INCLUDING GLAZED DOORS AND GLAZED
OPENINGS WITHIN EXTERIOR DOORS, SHALL BE INSULATING
GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE.
TEMPERED GLASS SHALL BE PERMENENTLY IDENTIFIED AND
VISIBLE WHEN THE UNIT IS GLAZED.
EXTERIOR FIRE RATED DOORS SHALL COMPLY WITH ONE OF
THE FOLLOWING PER CBC 2022 708A.3:
THE EXTERIOR SURFACE OR CLADDING SHALL BE OF
NONCUMBUSTIBLE MATERIAL
THE EXTERIOR SURFACE CLADDING SHALL BE OF
IGNITION-RESISTANT MATERIALS
THE EXTERIOR DOOR SHALL BE CONSTRUCTED OF SOLID
CORE WOOD THAT COMPLIES WITH THE FOLLOWING
REQUIREMENTS:
THICK
PANELS SHALL NOT BE LESS THAN 1 ¼” THICK,
EXCEPT FOR THE EXTERIOR PERIMETER OF THE
PANEL THAT SHALL BE PERMITTED TO TAPER TO
A TONGUE NOT LESS THAN 3/8” THICK.
THE EXTERIOR DOOR ASSEMBLY SHALL HAVE A FIRERESISTANCE RATING OF NOT LESS THAN 30 MINUTES WHEN TEST ACCORDING TO NFPA 252.
THE EXTERIOR SURFACE CLADDING SHALL BE TESTED TO
MEET THE PERFORMANCE REQUIREMENTS WHEN TESTED
IN ACCORDANCE WITH ASTM E2707
THE EXTERIOR SURFACE OR CLADDING SHALL BE TESTED
TO MEET THE PERFORMANCE REQUIREMENTS OF SFM
STANDARD 12-7A-1.
GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING,
SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A
HAZARDOUS LOCATION [CRC SECTION R308.4]. PROVIDE
SAFETY GLAZING.
GENERAL DOOR NOTES
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
A.
B.
C.
D.
REFER TO GENERAL NOTES SHEET A-1.0 FOR ADDITIONAL
REQUIREMENTS.
REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.
REFER TO ELEVATIONS FOR DIRECTION OF OPERATION OF
WINDOWS.
PROVIDE ALL OPERABLE WINDOWS WITH SCREENS.
CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR
TO FABRICATION OF ROUGH OPENINGS.
REFER TO ENERGY COMPLIANCE REPORTS FOR U-FACTOR,
SHGC AND ADDITIONAL WINDOW REQUIREMENTS.
WINDOWS MUST HAVE A FRAME AND SASH COMPRISED OF
WELDED CORNERS, METAL REINFORCEMENT IN THE INTERLOCK
AREA.
ALL GLAZING SHALL BE INSULATING GLASS UNITS WITH A
MINIMUM OF ONE TEMPERED PANE.
TEMPERED GLASS SHALL BE PERMENENTLY IDENTIFIED AND
VISIBLE WHEN THE UNIT IS GLAZED.
GLAZING IN WALLS ADJACENT TO BATHTUB AND OR SHOWER,
WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR
WALKING SURFACE, SHALL BE SAFETY GLAZING. [CRC SECTION
R308.4.5]
EMERGENCY ESCAPE AND RESCUE WINDOWS SHALL HAVE A
CLEAR OPENING WITH THE BOTTOM OF THE CLEAR OPENING
NOT GREATER THAN 44" AFF, MIN. THE NET CLEAR OPENING FOR EMERGENCY ESCAPE SHALL BE 5.7 S.F. (5 S.F. MIN. AT GROUND FLOOR). MINIMUM NET CLEAR OPENING DIMENSIONS: HEIGHT:
24", WIDTH: 20". [CRC SECTION R310.2]
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN
DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT HAVING A MINIMUM WIDTH OF 36” THAT OPENS TO A PUBLIC WALL [CRC SECTION 310.1]
ALL GLAZING SHALL MEET TITLE 24 ENERGY REQUIREMENTS.
FIRE RATED EXTERIOR WINDOWS AND EXTERIOR GLAZED DOOR
ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING
REQUIRMENTS PER CBC 708A.2.1:
BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM
OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF
SECTION 2406 SAFETY GLAZING
BE CONSTRUCTED OF GLASS BLOCK UNITS
HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20
MINUTES WHEN TESTED ACCORDING TO NFPA 257
BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS
OF SFM STANDARD 12-7A-2.
15. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E1300.
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
BCD
6' - 8"6' - 8"6' - 8"
1 3/4"
SCHDL
REF 1 3/4" 1 3/4"
SCHDL
REF 1 3/4" 1 3/4"
SCHDL
REF 1 3/4"
A
(CRAFTSMAN)
A
(MONTEREY)
A
(MODERN
FARMHOUSE)
6' - 8"
5 1/2" 3' - 0" 5 1/2"
6' - 8"6' - 8"
4 1/2" 3' - 0" 4 1/2" 5 1/2" 3' - 0" 5 1/2"
TRIM,
TYP.
TRIM,
TYP.
TRIM,
TYP.
4/A-6.1
5/A-6.1
4/A-6.1
5/A-6.1
4/A-6.1
5/A-6.1
A
(MONTEREY)
A
(MODERN FARMHOUSE)
3' - 6" 5 1/2"
A
(CRAFTSMAN)
3 1/2" 3' - 0" 3 1/2"
3 1/2"
3' - 6" 3 1/2"
5 1/2"
3' - 0"
5 1/2"
5 1/2" 3' - 6" 5 1/2"
B
(MONTEREY)
B
(MODERN FARMHOUSE)
HEAD HEIGHT
6' - 8" TYP.
B
(CRAFTSMAN)
5 1/2" 3' - 0" 5 1/2"
5 1/2" 2' - 8"
5 1/2"
3 1/2" 2' - 8" 3 1/2"
3 1/2" 1' - 6" 3 1/2"
5 1/2" 2' - 8" 5 1/2"
5 1/2" 1' - 6" 5 1/2"
5 1/2"
1' - 6"
5 1/2"
HEAD HEIGHT
6' - 8" TYP.
TRIM, TYP.
TRIM, TYP.
1/A-6.1
6/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
1/A-6.1
3/A-6.1
2/A-6.1
NOTE: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FINISH FLOOR. [CRC R310.2] SILL 3' - 2" TYP.
EXTERIOR SHEATHING
WALL FRAMING. SEE
STRUCT.
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER, MIN 6" OVER
FLASHING
WINDOW
EXTERIOR TRIM
SEALANT AND
BACKER ROD
EXTERIOR INTERIOR
EXTERIOR SHEATHING
WALL FRAMING, SEE
STRUCT.
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER, MIN 6" OVER
FLASHING
DOOR AND FRAME
EXTERIOR TRIM
SEALANT, ALL
SIDES OF TRIM
EXTERIOR INTERIOR
EXTERIOR
SHEATHING
WALL FRAMING
(SEE STRUCT.)
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER
WINDOW
TRIM, SEALANT
ALL SIDES
SEALANT AND
BACKER ROD
EXTERIOR
INTERIOR
DOOR
EXTERIOR
SHEATHING
WALL FRAMING
(SEE STRUCT.)
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER TRIM, SEALANT
ALL SIDES
SEALANT AND
BACKER ROD
EXTERIOR
SHEATHING
WALL FRAMING
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER
WINDOW
SLOPED TRIM
SEALANT AND
BACKER ROD
SILL FLASHING
EXTERIOR
SHEATHING
WALL FRAMING
EXTERIOR FINISH
MATERIAL
WATER RESISTIVE
BARRIER
WINDOW
CONCRETE OR
STONE SILL
SEALANT AND
BACKER ROD
SILL FLASHING
EXTERIOR INTERIOR
SHEET METAL FLASHING,
SOLDER ALL JOINTS
TYP.
4" LAP
2" MIN.
1/4"
6" MIN.
FLASHING PAPER, MOISTOP
FLASHING OR EQUAL (9" WIDE
MIN.) O/ NAILING FIN @ TOP OF
WINDOWS (HEAD) TYP. TWO
CONTINUOUS BEADS OF
MOISTOP SEALANT OR EQUAL
UNDER FLASHING PAPER (1) O/
NAILING FIN AND (1) AT TOP OF
FLSHING PAPER TYP.
FLASHING PAPER, SELF
SEALING MEMBRANE, (9" WIDE
MIN., 12" WIDE TYP. AT JAMBS)
O/ WOOD FRAMING AND UNDER
NAILING FIN AT SIDE OF
WINDOWS (JAMB) TYP.
WINDOW
NAILING FIN.
31 22
••••••••9" MOIST STOP FLASHING PAPER TYP. OF FLASHING PAPER
THE ACTUAL NUMBER OF FLASHING PIECES REQUIRED IS DETERMINED BY THE RADIUS OF THE OPENING AND THE SIZE OF THE FLASHING. (9" WIDE FLASHING MIN.) APPLY A CONTINUOUS BEAD OF SEALANT COMPLYING WITH AAMA 800 TO THE BACKSIDE (INTERIOR) OF THE WINDOW MOUNTING FLANGES
AT WINDOW HEAD, JAMBS AND SILL ALL CORROSIVE RESISTANT FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3" O.C. AND NOT MORE THAN 16" O.C.
FASTENERS SHALL BE WITHIN 10" FROM CORNERS.
NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW REFER TO AAMA 2400-10 STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH
MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS
PROVIDE SOLID BLOCKING AT ALL FLASHING LOCATIONS
NOTES:
# INDICATES SEQUENCE
FOR INSTALLATION
SHEET METAL FLASHING,
SOLDER ALL JOINTS OR
PROVIDE SELF ADHERING
WATERPROOFING
TYP.
4" LAP
1"
6" 6"
6 3/4"
1/2"
WATER RESISTIVE
BARRIER/ LATH PAPER UP
AND UNDER FLASHING
(6" LAP MIN).
* LOUVER SHALL PROVIDE MINIMUM 100 SQUARE INCHES FOR MAKEUP AIR (CMC 504.4.1) Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
WINDOW AND DOOR SCHEDULES & DETAILS
A-6.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
DOOR SCHEDULE
DOOR
NUMBER TYPE
SIZE
THICK. DOOR MATERIAL
FRAME
HEIGHT WIDTH MATERIAL U-FACTOR SHGC COMMENTS
1A 6' - 8" 3' - 0" 1 3/4" VINYL/ GLASS VINYL 0.300 0.23 EXTERIOR, REF GENERAL DOOR NOTE #7 2B 6' - 8" 3' - 0" 1 3/4" HOLLOW WD WD
3B 6' - 8" 3' - 0" 1 3/4" HOLLOW WD WD
4B 6' - 8" 3' - 0" 1 3/4" HOLLOW WD WD
5B 6' - 8" 3' - 0" 1 3/4" HOLLOW WD WD
6C 6' - 8" 2' - 6" 1 3/4" HOLLOW WD WD LOUVERED*
7C 6' - 8" 2' - 8" 1 3/4" HOLLOW WD WD LOUVERED*
8D 6' - 8" 6' - 0" 1 3/4" HOLLOW WD WD
9D 6' - 8" 6' - 0" 1 3/4" HOLLOW WD WD
10D 6' - 8" 8' - 0" 1 3/4" HOLLOW WD WD
WINDOW SCHEDULE
TYPE HEIGHT WIDTH
HEAD
HEIGHT
FRAME
MATERIAL OPERATION U-FACTOR SHGC COMMENTS
A 3' - 6" 3' - 0" 6' - 8" VINYL CASEMENT 0.300 0.23 B 1' - 6" 2' - 8" 6' - 8" VINYL AWNING 0.300 0.23 0 SCALE:
3" 6" 1' - 0"
3" = 1' - 0"
SCALE: 1/4" = 1'-0"
DOOR ELEVATIONS
SCALE: 1/4" = 1'-0"
WINDOW ELEVATIONS
SCALE: 3" = 1'-0"
WINDOW HEAD
1 SCALE: 3" = 1'-0"
DOOR HEAD
4 SCALE: 3" = 1'-0"
WINDOW JAMB
2 SCALE: 3" = 1'-0"
DOOR JAMB
5 SCALE: 3" = 1'-0"
WINDOW SILL
3 SCALE: 3" = 1'-0"
WINDOW SILL - CRAFTSMAN
6 SCALE: 3" = 1'-0"
DOOR THRESHOLD FLASHING
8 SCALE: 3" = 1'-0"
WINDOW FLASHING
9 SCALE: 3" = 1'-0"
WINDOW SILL FLASHING
7 REVISIONS
NO. DATE DESCRIPTION
424
MECHANICAL/PLUMBING NOTES EXHAUST DUCTS AND DRYER VENTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS INSULATE ALL HOT WATER PIPES. CAL ENERGY CODE 150.0(j) (2), and CPC 609.11) SMOKE DETECTORS MUST BE PERMANENTLY WIRED. IN NEW CONSTRUCTION, REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVER CURRENT PROTECTION. WHERE WATER CLOSET COMPARTMENT IS INDEPENDENT OF THE BATHROOM OR SHOWER AREA, A FAN WILL BE REQ. IN EACH AREA. BATHROOMS SHALL HAVE AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR, MIN. 50 CFM CAPACITY. (CRC R303.3.1) THE MAX. AMOUNT OF WATER CLOSETS ON A 3" HORIZONTAL DRAINAGE SYSTEM LINE IS 5 (CPC TABLE 703.2) PROVIDE GAS LINES WITH A MN. CAPACITY OF 200,000BTU FOR WATER HEATER. (CAL ENERGY CODE 150.0(N)). WHERE WHOLE HOUSE FANS ARE USED IN BATHROOM AREAS, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO HUMIDITY CONTROL SENSOR. (CAL GREEN 4.506.1) ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR HAVING A MIN. CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE THE BLDG. ( CRC R303.3, CAL GREEN 4.505.1, CBC 1203 .5.2.1, CMC 402.5 1. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MIN. OF R-6. (CAL ENERGY CODE TABLE 150.1-A) ENVIRONMENTAL AIR DUCTS SHALL TERMINATE MIN. 3 FEET FROM PROPERTY LINE OR OPENINGS INTO BLDG., AND 10' FROM A FORCED AIR INLET. (CMC 502.2.1) ALL HOSE BIBS ARE TO HAVE VACUUM BREAKERS. (CPC603.5.7) THE MAX. AMOUNT OF WATER CLOSETS ON A 3" VERTICAL DRAINAGE LINE IS 5. (CPC TABLE 703.2) PROVIDE A CONDENSATE DRAIN NO MORE THAN 2" ABOVE THE BASE OF THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0 (N). 10. ISOLATION VALVES ARE REQ. FOR TANKLESS WATER HEATERS ON THE HOT AND COLD SUPPLY LINES WITH HOSE BIBS ON EACH VALVE, TO FLUSH THE HEAT EXCHANGER. (CAL ENERGY CODE 110.3(7). 13. 14. 15. ALL EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. (CENC 150(K) 2B) PLUMBING FIXTURES AND FITTINGS INSTALLED IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE REQ. OF SECTIONS 4.303.1.1 THROUGH 4.303.1.4.4. PLUMBING FIXTURES AND FITTINGS REQ. IN SECTION 4.303.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND SHALL MEET THE THE APPLICABLE REFERENCE STANDARDS. 16. 17. 10. 11. 12. 13. 15. 17. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED, THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. (CENC 150(K) 2B) A MINIMUM OF ONE HIGH EFFICIENCY LUMINAIRE SHALL BE INSTALLED IN BATHROOM CONTROLLED BY AN OCCUPANT AND VACANCY SENSOR PROVIDING AUTOMATIC -OFF FUNCTIONALLY (CENC 150 .0(K)21) LAUNDRY AREA SHALL AT LEAST 1-20 AMP DEDICATED BRANCH CIRCUIT (CEC 210 .11 (C)(2) A DEDICATED 125V, 20AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRICAL PANEL WITH A 120 240 -VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS (CENC 150.0(N)1A) ELECTRICAL RECEPTACLE OUTLETS IN BATHROOM MUST BE NO MORE THAN 48 INCHES OR LESS THAN 15-INCHES MEASURE FROM THE FINISHED FLOOR. DOORBELL BUTTON MUST BE INSTALLED NO MORE THAN 48 INCHES FROM EXTERIOR FLOOR. 18. 14. PROVIDE A DEDICATED CIRCUIT FOR THE A.C./FAU (CEC 422.12) LUMINAIRE EFFICACY - ALL INSTALLED LUMINAIRES SHALL MEET THE REQUIREMENTS OF 2022 BUILDING ENERGY EFFICIENCY STANDARDS TABLE 150.0-A PER SECTION 150.0(K). 19. (S) ENERGY STORAGE SYSTEMS (ESS) READY. ALL SINGLE-FAMILY RESIDENCES THAT INCLUDE ONE OR TWO DWELLING UNITS SHALL MEET THE FOLLOWING. ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE: 1. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: A. ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED-UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH CIRCUITS, OR B. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN ONE INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED “SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS.” 2. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS, AND AT LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET. 3. THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS. 4. SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. (U) ELECTRIC COOKTOP READY. SYSTEMS USING GAS OR PROPANE COOKTOP TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.” ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” (V) ELECTRIC CLOTHES DRYER READY. CLOTHES DRYER LOCATIONS WITH GAS OR PROPANE PLUMBING TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.” ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” (T) HEAT PUMP SPACE HEATER READY. SYSTEMS USING GAS OR PROPANE FURNACE TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.” ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE HEAT PUMP SPACE HEATER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” ELECTRIC READY NOTES: 2022 ENERGY EFFICIENCY STANDARDS 150.0 PER CEC 2022 150.0(N).1.A.: IF THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER, THEN THIS SPACE SHALL INCLUDE THE FOLLOWING:A DEDICATED 125 VOLT, 20 AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH A 120/240 VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND · BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORD "SPARE" AND BE ELECTRICALLY ISOLATED; AND· A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER FOR THE BRANCH CIRCUIT IN A ABOVE AND LABELED WITH THE WORDS "FUTURE 240V USE"; AND· A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. 16. ELECTRICAL NOTES (CONT'D) ALL HOSE CONNECTIONS SHALL BE EQUIPPED WITH NON-REMOVABLE BACK FLOW PREVENTERS. [CPC 603.3.3] 18. ELECTRICAL NOTES 1. 2. 3. 4. 5. 6. 7. RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH CEC ARTICLE 210.52. & CRC SECTION R327.1.2. TAMPER RESISTANT RECEPTACLE OUTLET LOCATIONS SHALL COMPLY W/ NEC ART. 210-52 AND 550.13 (I.E. ALL RECEPTACLES IN A DWELLING). PER LIGHTING MEASURES 150(K)4 N T-24, THE BEDROOMS, HALLWAY, LIVING ROOM AND OFFICE ARE REQUIRED TO HAVE ANY INSTALLED FIXTURE TO BE ON A DIMMER SWITCH AND THE FIXTURE NEEDS TO BE HIGH EFFICACY. OUTDOOR LIGHTING FIXTURES ARE REQUIRED TO BE HIGH EFFICACY AND CONTROLLED BY A COMBINATION PHOTOCONTROL / MOTION SENSOR. ARC-FAULT PROTECTION FOR ALL OUTLETS (NOT JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 210.12(A): KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, HALLS, ETC. ALL BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED PER NEC ART. 210-12(B). MINIMUM OF 2–20-AMP CIRCUITS ARE REQUIRED TO SERVE THE KITCHEN COUNTERTOP OUTLETS. THESE CIRCUITS MAY ALSO SERVE THE PANTRY, BREAKFAST ROOM, DINING ROOM OR OTHER SIMILAR AREAS (210.52(B)(1) CEC) BATHROOM CIRCUITING SHALL BE EITHER: a) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM. b) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS PER NEC ART. 210-11(c)3. ALL 125-VOLT, SINGLE-PHASE, 15- AND 20- AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, LAUNDRY AREA, KITCHEN DISHWASHERS, KITCHEN COUNTERS AND AT WET BAR SINKS, WITHIN 6' OF A SINK, SHALL BE GFCI PROTECTED PER NEC ART. 210-8(A). WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS (OUTSIDE) NEC 406.4(D)(6) 8. 9. SMOKE DETECTORS MUST BE PERMANENTLY WIRED. IN NEW CONSTRUCTION, REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. A RECEPTACLE OUTLET MUST BE INSTALLED IN EVERY ROOM SO THAT NO POINT ALONG THE WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY ALONG THE FLOOR LINE FROM A RECEPTACLE OUTLET CEC 210.52(A) gas service information:
X SELECTION UPGRADED SERVICE EXISTING SERVICE TO REMAIN NEW SERVICE ALL ELECTRICAL PROPANE "FIRE CLEARANCE REQUIRED" SIZE OF EXISTING SERVICE______________ SIZE OF NEW SERVICE______________________ electrical service information:X SELECTION UPGRADED SERVICE EXISTING SERVICE TO REMAIN (LOAD CALCS FOR THE EXISTING DWELLING IS REQUIRED) NEW SERVICE (NEW ADDRESS REQUIRED) SIZE OF EXISTING SERVICE______________ SIZE OF NEW SERVICE______________________ CONTACT SERVICE PROVIDER, REGARDING ELECTRIC SERVICES TO THIS DETACHED ADU. EXISTING SERVICE UPGRADE OR NEW SERVICE WILL REQUIRE A SEPARATE PERMIT FROM THE CITY OF EASTVALE. SPECIFICATIONS FOR EQUIPMENT SHALL BE KEPT ON SITE TO PROVIDE TO THE CITY OF EASTVALE BUILDING INSPECTOR ELECTRICAL SERVICE CHECKLIST GAS SERVICE CHECKLIST EXAMPLE GAS PIPE DIAGRAM DRAINAGE AND VENT PIPE DIAGRAM 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant MEP.0 Mechanical/ Electrical/ Plumbing General Notes 27 February 2026 30 January 2026 425
MECHANICAL / PLUMBING PLAN 1/4"=1'-0" REF. DW BATH BEDROOM BEDROOM BEDROOM LIVING CLOSET CLOSET
CLOSET CLOSET W/D KITCHENWH MP1 MP2 MP7 MP6 MP5 MP13 MP3 MP6 MP14 MP6 MP9 MP1 MP1 MP1 MP8 MP10 MP11 MP4 MP12 MP15 MP2 MP9 MP16 IAQ FAN REF. DW BATH BEDROOM BEDROOM BEDROOM LIVING CLOSET CLOSET
CLOSET CLOSET W/D KITCHENWH ELECTRICAL PLAN 1/4"=1'-0" E1 E1 E5 E5 E7 E10 E3E8E9 E14 E15 E4 E11 E16 E2 E13 E11 E7 E4 E12 E6 E6 E6 E6 E17 E17 E19 E20 E18 EXHAUST HOOD ABOVE/ TO BE SMOOTH METALLIC INTERIOR SURFACE (CMC 504.3) HOSE BIB CONTROL VALVES IN SHOWERS, BATHTUBS, & BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIX VALVES WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE THAN 1.28 GAL. OF WATER PER FLUSH, LAVATORIES LIMITED TO 1.2 GPM, KITCHEN FAUCETS NOT TO EXCEED 1.8 GPM AT 60 PSI THEY CAN INCREASE THE FLOW MOMENTARILY BUT CANT EXCEED 2.2GALLONS PER MIN. AT 60 PSI AND MUST DEFAULT TO A MAX. FLOW RATE OF 1.8GALLONS PER MIN AT 60 PSI., AND SHOWERS NOT EXCEED 1.8 GPM. AT 80 PSI AND ALL SHALL BE CERTIFIED TO MEET THE PERFORMANCE CRITERIA OF THE EPA WATERSENCE SPECIFICATIONS FOR SHOWERHEADS. CPC SECTIONS 407, 408, 411, 412 AND SECTION 301.1.1 CALGREEN CODE AND CIVIL CODE 1101.3(c) MINIMUM OF 3 FT CLEARANCE TO ANY OPENING INTO BUILDING FOR EXHAUST FAN TERMINATIONS MP1 CLEARANCE FOR WATER CLOSET TO BE A MIN. OF 24" IN FRONT, AND 15" FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5) NEW NEEA RATED 40 GAL. HEAT PUMP WATER HEATER, RHEEM PROPH40-T2-RH375-SO (40 GA, JA13), TO HAVE CONDENSATE DRAIN INSTALLED NO HIGHER THAN 2' ABOVE THE BASE OF THE HEATER THAT ALSO ALLOWS GRAVITY DRAINAGE INDOOR UNIT MINI SPLIT SYSTEM. OUTDOOR CONDENSING UNIT ON A CONCRETE OR OTHER APPROVED BASE EXTENDING NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND LEVEL TO BE PIPED TO INDOOR HVAC UNIT THE 1/2" SIZE HOT WATER PIPE TO THE KITCHEN SINK AND THE COLD WATER PIPE WITHIN 5' OF WATER HEATER BOTH REQUIRE 1" INSULATION ALL DOMESTIC HOT WATER PIPING TO HAVE THE FOLLOWING MINIMUM INSULATION INSTALLED: 12" PIPE (12" INSULATION); 34" PIPE (1" INSULATION); 1" TO 1-1/2" PIPE (1-1/2" INSULATION) DRYER EXHAUST OUTLET FROM DRYER TO EXHAUST DIRECTLY TO EXTERIOR MAX LENGTH 14' WITH MAXIMUM OF TWO 90° ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90-DEGREE ELBOW IN EXCESS OF TWO. EXHAUST VENT MUST TERMINATE A MIN. OF 3' FROM ANY OPENING. MIN. TYPE 1 CLOTHES DRYER EXHAUST DUCTS SHALL BE OF RIGID METAL & SHALL HAVE SMOOTH INTERIOR SURFACES. THE DIAMETER SHALL BE NOT LESS THAN 4 INCHES NOMINAL (100 MM), & THE THICKNESS SHALL BE NOT LESS THAN 0.016 OF AN INCH (0.406 MM). EXHAUST DUCTS & DRYER VENTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS NEW WATER HEATER TO BE INSTALLED ACCORDING TO MANUFACTURER'S REQUIREMENTS WITH T&P RELIEF VALVE AND DISCHARGE PIPE AT EXTERIOR. PROVIDE COMBUSTION AIR, CLEARANCES EQUAL TO ONE OPENING WITHIN 12 INCHES OF THE TOP OF THE ENCLOSURE AND ONE OPENING WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE. EACH OPENING SHALL HAVE A MINIMUM FREE AREA OF 1 IN2 PER 1,000 BTU, BUT NOT LESS THAN 100 IN2, FOR ENCLOSURES OPENING INDOORS. (506.3 (1) CPC), AND ALL OTHER SPECIFICATIONS PER MANUFACTURER REQUIREMENTS. NEW WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND THE HOT WATER PIPING LEAVING THE WATER HEATER COMPLETE WITH HOSE BIBS OR OTHER FITTINGS ON EACH VALVES FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED MECHANICAL / PLUMBING KEYNOTES MECHANICAL LEGEND EXHAUST FAN: MINIMUM 50 CFM TO BE DUCTED TO THE EXTERIOR AND SHALL PROVIDE FIVE AIR CHANGES PER HOUR; SECTION 1203.3. CFM AND NOISE RATING MAXIMUM 3 SONE FOR INTERMITTENT USE. SHALL BE ENERGY STAR RATED AND CONTROLLED BY A HUMIDISTAT CAPABLE OF AN ADJUSTMENT BETWEEN 50-80% HUMIDITY. ONE OR MORE FANS TO OPERATE CONTINUOUSLY AT REQUIRED CFM PER HERS NOTES ON T1.1(OR GREATER) TO PROVIDE INDOOR AIR QUALITY. AT THE IAQ FAN SWITCH, A LABEL CLEARLY DISPLAYING THE FOLLOWING OR EQUIVALENT TEXT IS REQUIRED: "THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE IT ON UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR. MECHANICAL DUCT SYSTEMS ARE SIZED, DESIGNED AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS.: 1. ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSI/ ACCA 2 MANUAL J-2011 OR EQUIVALENT. 2. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ ACCA I MANUEL D-2014 OR EQUIVALENT. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ ACCA 3 MANUAL S-2014 OR EQUIVALENT . RETURN AIR GRILLE, WALL MOUNTED SUPPLY AIR DIFFUSER, WALL MOUNTED THERMOSTAT ELECTRICAL KEYNOTES SUBPANEL LOCATION. ALTERNATE LOCATION TO BE DETERMINED BY OWNER OUTLET AT COUNTER HEIGHT - SHALL COMPLY WITH CEC ARTICLE 210.52(C): IN KITCHENS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE 12" OR WIDER; SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24"; ISLAND IN PENINSULAR COUNTERTOPS 12" X 24" LONG (OR GREATER) SHALL HAVE AT LEAST ONCE RECEPTACLE OUTDOOR LIGHTING FIXTURES ARE REQUIRED TO BE HIGH EFFICACY CONTROLLED BY A COMBINATION PHOTOCONTROL / MOTION SENSOR. DEDICATED DUAL GFCI AND AFCI 30 AMP/ 240V POWER FOR ELECTRIC DRYER AND 50 AMP MINIMUM FOR DEDICATED COOKTOP BRANCH CIRCUIT CONDUCTOR. EACH APPLIANCE COVER PLATE IS TO BE LABELED AS ELECTRIC READY. VERIFY REQUIREMENTS WITH APPLIANCE SPECIFICATIONS - ELECTRIC COOKTOP READY REQUIREMENTS ARE TO BE IMPLEMENTED, SEE SHEET MEP.0, ELECTRIC READY 150.0(u) FOR REQUIREMENTS OUTLET DEDICATED FOR INDOOR MINISPLIT UNIT WEATHER RESISTANT TYPE RECEPTACLES GFCI PROTECTED AND SHALL HAVE EXTRA DUTY COVERS OVER-CURRENT FEEDER TO EXTEND TO EXISTING PANEL- ALUMINUM CONDUCTOR BURIED UNDER GROUND WITH AWG ALLOWABLE VOLTAGE DROP PER CEC 250.4 OUTLET FOR NEW ELECTRIC HYBRID HEAT PUMP WATER HEATER WITHIN 3' OF WATER HEATER. SEE ELECTRICAL NOTE #16 ON MEP.0 FOR MORE INFORMATION SEPARATE GROUND ELECTRODE SYSTEM PER CEC 250.4 OUTDOOR CONDENSING UNIT RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF THE HEATING AIR-CONDITIONING, AND REFRIGERATION EQUIPMENT AND SHALL BE LOCATED ON THE SAME LEVEL AND WITHIN 25 FEET OF THE EQUIPMENT. THIS RECEPTACLE SHALL BE 125-VOLT, SINGLE PHASE, 15 OR 20 AMP RATED GFCI-WP PROTECTED. A DISCONNECTING MEANS CAPABLE OF DISCONNECTING AIR-CONDITIONING AND REFRIGERATING EQUIPMENT, INCLUDING MOTOR-COMPRESSORS AND CONTROLLERS FROM THE CIRCUIT CONDUCTOR IS REQUIRED WITHIN SIGHT FROM THE EQUIPMENT LOCATION PER CEC SECTION 440.11 ELECTRICAL LEGEND SD 3 SWITCHING POWER/DATA FIRE DETECTION LIGHTING TAMPER RESISTANT RECEPTACLE WALL MOUNTED, 110 V DUPLEX U.O.N. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR SWITCH, MOUNT AT 43" AFF THREE-WAY SWITCH CEILING FAN/LIGHT COMBO PHONE / DATA / MEDIA CIRCUIT WIRING CEILING, RECESSED, ZERO CLEARANCE IC RATED LED BULB R CEILING, WATERPROOF OUTLET MISC. 4 FOUR-WAY SWITCH CM CARBON MONOXIDE ALARM PERMANENTLY WIRED WITH BATTERY BACKUP PER SECTION R315. ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL O F THE ALARMS IN THE UNIT. GFI = WATER PROOF GFCI J JUNCTION BOX FLUSH CEILING MOUNTED WALL MOUNTED LIGHT CT = COOKTOP/ GRILL 240 V O = OVEN 240 V MW = MICROWAVE 110 V GD = GARBAGE DISPOSAL 110 V R = RANGE 220V C = COUNTER HEIGHT 6" ABV COUNTER FLOOR MOUNTED DUPLEX RECEPTACLE, VERIFY LOCATION IN FIELD. SPECIAL PURPOSE CONNECTION (VOLTAGE SHALL MATCH APPLIANCE REQ.) D DIMMER SWITCH C MOUNT 6" ABV COUNTER SUB PANEL CEILING, RECESSED, DIRECTIONAL, ZERO CLEARANCE IC RATED LED BULB R IDU = INDOOR UNIT POWER 84" AFF CEILING, RECESSED, ZERO CLEARANCE IC RATED, WATER RESISTANT, LED BULB R W/D = WASHER/DRYER 30AMP/ 240AMP SMOKE DETECTORS PER SECTION R314 DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACKUP. SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL O F THE ALARMS IN THE UNIT. SHALL COMPLY WITH THE FOLLOWING: · AT LEAST 3' FROM THE TIP OF THE BLADE OF A CEILING-MOUNTED FAN · NOT LESS THAN 3' FROM THE DOOR OPENING OF A BATHROOM · AT LEAS 20' FROM A COOKING APPLIANCE OR 10' FROM COOKING APPLIANCE WHEN THE ALARM IS AN IONIZING SMOKE ALARM PER NFPA 72 SECTION 29.8.3.4 ITEM 4 · AT LEAST 3' FROM SUPPLY REGISTERS OF A HEATING /COOLING SYSTEM LS LOW VOLTAGE, LANDSCAPE LIGHT FLUORESCENT FIXTURE (USE SHALLOW TYPE WHEN UNDER COUNTER) UNDER COUNTER LIGHTING PER CEC 2022 150.0(N).1.A.: THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER AND IS TO COMPLY WITH ELECTRICAL NOTES 15&16 ON SHEET MEP.0 MAIN PANELBOARD LOCATION SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS. DOOR BELL BUTTON MP2 MP3 MP4 MP5 MP6 MP7 MP8 MP9 MP10 MP11 MP12 MP13 MP14 E1E2E3E4E5E6E7E8E9 E10 E11 E12 E13 ALL SINGLE-FAMILY RESIDENCES THAT INCLUDE ONE OR TWO DWELLING UNITS SHALL MEET THE FOLLOWING ENERGY STORAGE SYSTEMS (ESS) READY REQUIREMENTS. ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CEC. SEE SHEET MEP.0, ELECTRIC READY 150.0(s) FOR REQUIREMENTS E14 E15 SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3FT OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD & THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. RESIDENTIAL ENERGY LIGHTING REQUIREMENTS:ES 150.0(K)/160.5(a) *IN THE KITCHEN, ALL OF THE WATTAGE RATING OF THE FIXTURES MUST BE HIGH EFFICACY. *BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS, AT LEAST ONE INSTALLED LUMINAIRE SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. *ALL THROUGHOUT THE RESIDENCE, INCLUDING THE GARAGE AND EXTERIOR, SHALL BE HIGH EFFICACY. *OUTDOOR LIGHTING: ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (W/ OVERIDE). BATHROOM EXHAUST FAN REQUIREMENTS:PER CGBC 4.506.1- 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 OF </= 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 EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL(I.E. BUILT IN) S OCCUPANCY/VACANCY SENSOR A MINIMUM RATING HOOD OVER ELECTRICAL RANGE. INDOOR AIR QUALITY FAN IS REQUIRED IN THE KITCHEN AND SHALL BE HERS VERIFIED PER CEC TABLE 150.0-G: 160 cfm OR 65% CE AT <750 s.f, 130 cfm OR 55% CE AT 750-1000 s.f., 110 cfm OR 50% CE AT 1000-1500 s.f., OR 110 cfm OR 50% CE AT >1500 s.f. PROVIDE PLACARD AT THE IAQ SWITCH WHICH STATES "THIS FAN TO REMAIN ON DURING ALL HOURS THE HOUSE IS OCCUPIED" MP15 WATER HEATERS WITH STORAGE TANKS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACE DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITH THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MIN DISTANCE OF 4 IN SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. E16 LIGHTS OVER TUBS AND SHOWERS ARE TO BE MARKED FOR DAMP/WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY MP16 MAKEUP AIR SHALL BE PROVIDED FOR TYPE I CLOTHES DRYERS IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AFCI ARC-FAULT CIRCUIT INTERRUPTEPER CEC 210.12 (A) ARC-FAULT CIRCUIT INTERRUPTER CEC 210.12 (A) R AFCI = ARC FAULT CIRCUIT INTERRUPTER 120-VOLT SINGLE PHASE, 15- AND 20 20-AMP BRANCH CIRCUIT PER CEC 210.12 (A) E17 LIGHTING OUTLET CONTAINING A SWITCH OR CONTROLLED BY A WALL SWITCH OR WALL MOUNTED CONTROL DEVICE AT EACH ATTIC ACCESS (210.70 (C) CEC) ATTIC ACCESS PANEL MIN SIZE TO BE 22"X30" AND TO HAVE ONE LIGHTING OUTLET WITH A SWITCH OR CONTROLLED BY A WALL SWITCH OR LISTED WALL MOUNTED CONTROL DEVICE E18 THE ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR THE FUTURE SOLAR ELECTRIC INSTALLATION. (CEnC 110.10 (b)B 4(e)) E19 LOCATION RESERVED FOR ROUTING OF CONDUIT FOR SOLAR ZONE E20 DRWR AFCI UCLV 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant MEP.1 Mechanical/ Electrical/ Plumbing Plans 27 February 2026 30 January 2026 426
700. BUILDING CODE: 2022 CALIFORNIA BUILDING CODE AND 2022 CALIFORNIA RESIDENTIAL CODE. 701. SEISMIC DESIGN CRITERIA: SOIL BEARING VALUE 1,500 psf SITE CLASS D (Default) SEISMIC DESIGN CATEGORY D RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 1 Ss: 1.850 Sds: 1.480 Cs: 0.207 S1: 0.670 Sd1: 0.759 R: 6.5 BASIC SEISMIC FORCE RESISTING SYSTEM:BEARING WALL ANALYSIS METHOD: EQUIVALENT LATERAL FORCE PROCEDURE SEE STRUCTURAL CALCULATIONS FOR SD1, SDS, DESIGN BASE SHEAR, Cs, & R FACTORS. 702. WIND DESIGN CRITERIA : WIND SPEED 126 mph RISK CATEGORY II EXPOSURE C INTERNAL PRESSURE COEF 0.18 703. DESIGN LOADING - WORST CASE LOADING: ROOF DL 18 psf l ROOF LL 20 psf PORCH DL 26 psf l PORCH LL 20 psf TRELLIS DL 6 psf l TRELLIS LL 10 psf SOLAR PANELS 3 psf 800. RETROFIT ANCHOR BOLTS FOR MISPLACED HOLDOWNS WITH ALL-THREAD ROD AND SIMPSON SET-XP EPOXY REQUIRE SPECIAL INSPECTION. (NO SPECIAL INSPECTION IS REQUIRED FOR RETROFIT ANCHOR BOLTS OR TITEN HD's WITHOUT A HOLDOWN ATTACHED.) 801. PER CBC 1705.3 SPECIAL INSPECTION IS NOT REQUIRED FOR NON-STRUCTURAL SLABS ON GRADE NOR FOR CONCRETE FOOTINGS THAT SUPPORT 3 STORIES ABOVE GRADE OR LESS. 802. PER CBC 1705.13 SPECIAL INSPECTION IS NOT REQUIRED FOR SEISMIC COMPONENTS FOR DETTACHED ONE- AND TWO-FAMILY DWELLINGS NOT EXCEEDING 2 STORIES ABOVE GRADE. 2. CONCRETE FOUNDATION CONSTRUCTION TYPE SHEARWALL SHEARWALL OR NON-SHEAR NON-SHEAR REPLACEMENT 58 " ALL-THREAD, EPOXY, EMBED 3" OR 5
8 " TITEN HD, EMBED 5
1 2 " MIN. 5
8 " TITEN HD, EMBED 5
1 2" MIN. 0.145 DIA. SHOT PINS SPACED 4 INCHES APART ON SILL. (2) FOR EACH MISSING ANCHOR BOLT. MAX. OF (6) SHOT PINS EVERY 6 FT. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. THE FIELD INSPECTOR SHALL VERIFY FOUNDATION REQUIREMENTS DURING FOUNDATION INSPECTION. CONCRETE STRENGTH SHALL BE NO LESS THAN 2,500 PSI @ 28 DAYS, OR HIGHER STRENGTH IF NOTED ON THE PLANS. SLAB REINFORCEMENT & FOOTINGS SHALL BE PER STRUCTURAL DETAILS ON SHEET S2.1, CENTERED IN SLAB. REINFORCING BARS TO BE GRADE 40 FOR #3 BARS, GRADE 60 FOR #4 BARS & LARGER PROVIDE WEAKENED PLANE JOINTS FOR CRACK CONTROL (SAWCUT OR TOOLED JOINT) AT 14'-0" O/C MAX. SILL ANCHORAGE AT ALL SHEARWALL LOCATIONS SHALL BE PER THE SHEARWALL SCHEDULE. ALL SHEARWALL ANCHOR BOLTS SHALL RECEIVE A 3" SQUARE X 0.229" THICK WASHER. THE WASHER MAY BE DIAGONALLY SLOTTED (WIDTH >= BOLT DIAMETER + 316", LENGTH<=1 3 4") PROVIDED THAT A STANDARD CUT WASHER IS USED ON TOP OF THE SQUARE WASHER. SHEARWALL ANCHORS SHALL BE PLACED A MIN. OF 1 3 4" FROM THE EDGE OF CONCRETE. EMBEDDED SILL ANCHOR BOLTS AT TYPICAL NON-SHEARWALL CONDITIONS SHALL BE 58 " DIA. MIN. ANCHOR BOLTS WITH A STANDARD CUT WASHER. SPACING SHALL NOT EXCEED 48 INCHES O/C. LOCATE AN ANCHOR BOLT NOT MORE THAN 9 INCHES, OR LESS THAN 4" FROM ENDS AND SPLICES. EACH SILL SHALL HAVE (2) SILL BOLTS MIN. ANCHOR BOLTS SHALL BE EMBEDDED A MIN. OF 7 INCHES INTO CONCRETE. IN A TWO-POUR SYSTEM, ANCHOR BOLTS TO BE EMBEDDED 5 INCHES MIN. INTO FIRST POUR. SEE WOOD FRAMING CONSTRUCTION NOTES FOR ALTERNATE SILL ANCHORAGE. ALL HOLDOWNS SHALL BE PLACED A MINIMUM DIM AS SHOWN IN DETAIL 3&4/S2.1 FROM EXTERIOR CORNER OF SLAB. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IMMEDIATELY NOTIFY HOMEOWNER AND CITY OF WILDOMAR OF ANY DISCREPANCY, TYPICAL. PROVIDE A UFER GROUND FOR ELECTRICAL SYSTEM PER ARTICLE 250.52 N.E.C. ALL SURROUNDING FLAT WORK SHALL BE VERIFIED WITH HOMEOWNER FOR LOCATION AND AMOUNT TO BE POURED. RETROFIT MISPLACED HOLDOWNS AS NOTED BELOW. AT EPOXY ANCHORS USE SIMPSON SET-3G EPOXY PER MANUFACTURERS INSTALLATION REQUIREMENTS AS FOLLOWS: MISPLACED HOLDOWN HDU2 HDU4 HDU5 HDU8 HDU11 RETROFIT 5 8 " EMBEDDED ANCHOR BOLTS AS NOTED BELOW. AT EPOXY ANCHORS USE SIMPSON SET-3G EPOXY PER SIMPSON'S INSTALLATION REQUIREMENTS. LOCATION SLAB EDGE, 1 3/4" DIST. INTERIOR > 6‚" EDGE DIST. ANY OTHER WHEN REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, HAVE CONTRACTOR DOCUMENTATION IN WRITING FOR THE FOLLOWING: A) THE PAD WAS PREPARED IN ACCORDANCE WITH THE SITE REQUIREMENTS AND CITY OF WILDOMAR APPROVAL. B) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED & COMPACTED. C) THE FOUNDATION EXCAVATIONS, EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY COMPLIES WITH THE CITY OF WILDOMAR RECOMMENDATIONS . ALL HOLDOWN ANCHORS & HARDWARE MUST BE TIED IN PLACE PRIOR TO CALLING FOR A FOUNDATION INSPECTION. 3. WOOD FRAMING CONSTRUCTION (CONT.) 312. 313. 314. 315. 316. 305. 306. 307. 308. 309. 310. 311.HOLES, CUTOUTS, AND NOTCHES IN FRAMING MEMBERS: BY VIRTUE OF CODE COMPLIANCE WITH ELECTRICAL AND PLUMBING CODES, HOLES AND NOTCHES WILL INEVITABLY BE MADE IN FRAMING MEMBERS. THE CODE RECOGNIZES AND APPROVES VARIOUS HOLES AND NOTCHES WITHOUT ENGINEERING JUSTIFICATION IN CBC SECTION 2308.8.2. ENGINEERED (PSL, LSL) RECTANGULAR LUMBER BEAMS BEHAVE LIKE ANY OTHER RECTANGULAR SHAPE WHEN NOTCHED OR BORED, SO THE ENGINEER OR ARCHITECT MAY SPECIFY LIMITS WITHOUT MANUFACTURER APPROVAL OTHER HOLES AND NOTCHES ARE ALLOWED AS NOTED BELOW: PSL AND LVL BEAMS: A HOLE 1 INCH IN DIAMETER CAN BE DRILLED ANYWHERE, AND A 2 INCH DIA. HOLE CAN BE DRILLED IN THE MIDDLE THIRD OF THE SPAN IN THE MIDDLE THIRD OF THE DEPTH OF THE BEAM FOR ANY PSL OR LVL BEAM, EXCEPT CANTILEVERED BEAMS AND BEAMS SUPPORTING CONCENTRATED LOADS. HOLES IN THOSE CONDITIONS REQUIRE APPROVAL IN WRITING FROM THE ENGINEER. PSL AND LVL BEAMS: A RAKE CUT (TAPER) AT THE TOP OF THE BEAM AT THE END OF THE SUPPORT IS ALLOWED IF NOTED ON PLANS, TO A MINIMUM OF 4-3/8" AT INSIDE FACE OF SUPPORT. RAKE CUT (TAPER) THAT RESULTS IN A DEPTH AT THE INSIDE FACE OF THE SUPPORT OF 2/3RDS THE BEAM DEPTH IS ALLOWED AT CONDITIONS NOT SPECIFIED. OTHER TAPERED ENDS AND SQUARE NOTCHES IN TOP OR BOTTOM FACE REQUIRE APPROVAL IN WRITING FROM THE ENGINEER OR ARCHITECT. STUDS AND PLATES: SEE STRUCTURAL DETAILS 14 & 15 ON SHEET S2.1 FOR NOTCHING AND BORING. PROVIDE 2X4 TRIMMER & 2X4 KING STUD EACH END OF EACH 4X DROPPED BEAM OR HEADER. PROVIDE DOUBLE TRIMMERS AT EACH 4X10 OR LARGER. PROVIDE DOUBLE TRIMMERS AT EACH 3-1/2 X 7-1/2 PSL OR LSL OR LARGER. PROVIDE 2X6 TRIMMER & 2X6 KING STUD EACH END OF EACH 6X DROPPED BEAM OR HEADER. PROVIDE DOUBLE TRIMMERS AT EACH 6X8 OR LARGER. PROVIDE DOUBLE TRIMMERS AT EACH 5-1/4 X 7-1/2 PSL OR LSL OR LARGER. PROVIDE DOUBLE KING STUDS AT ALL OPENINGS 8'-1" WIDE AND WIDER OR PER PLAN. PROVIDE MINIMUM 2-1/4" BEARING @ EACH END OF EACH FLUSH BEAM OR HEADER WHERE BEARING IS ON TOP PLATE. PROVIDE 2X4 STUD WITHIN 3" OF BEARING POINT. PROVIDE (2) 2X STUDS @ 6X OR LSL OR PSL BEAMS. TYPICAL SHEAR TRANSFER: ROOF TO WALL: CONNECT ROOF FRAMING TO TOP PLATE W/ SIMPSON H1 @ 24" O/C OR A35 OR RBC @ 24" O/C OR PER SHEAR TRANSFER DETAILS. SILL PLATE ANCHORS: GROUND FLOOR / SLAB ON GRADE WALLS: PROVIDE 2X (MIN.) PTDF SILL PLATES. SEE CONCRETE FOUNDATION CONSTRUCTION NOTES 206, 207 & 208 FOR ANCHOR BOLTS. AT INTERIOR NON-SHEAR CONDITIONS, 0.145 SHOT PIN ANCHORS @ 32" O/C MAY BE USED TO CONNECT PARTITIONS AND BEARING WALLS TO SLAB. ALL WOOD SILL PLATES AND ALL WOOD MEMBERS DIRECTLY AGAINST CONCRETE OR MASONRY SHALL BE FOUNDATION GRADE REDWOOD SILLS OR PTDF SILLS, TREATED WITH SODIUM BORATE (SBX/DOT) WHEN INSTALLED IN A DRY OR ENCLOSED ENVIRONMENT. (SODIUM BORATE TREATMENT DOES NOT REQUIRE CORROSION RESISTANT CONNECTORS.) IF OTHER TREATMENTS ARE USED, SEE NOTE 309. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD: ALL NAILS AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER TREATED WITH ACQ-C, ACQ-D, CA-B, AND CBA-A WITHOUT AMMONIA SHALL BE GALVANIZED PER ASTM A153. ALL NAILS AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER TREATED WITH ACQ-C, ACQ-D, CA-B, AND CBA-A WITH AMMONIA SHALL BE TYPE 303, 304, 305, OR 316 STAINLESS STEEL. WHERE PRESSURE TREATED LUMBER IS INSTALLED IN AN EXTERIOR WET ENVIRONMENT, ALL NAILS AND FASTENERS IN CONTACT WITH THE PRESSURE TREATED LUMBER SHALL BE TYPE 303, 304, 305, OR 316 STAINLESS STEEL. RE-TIGHTEN ALL HOLDOWN ANCHORS JUST PRIOR TO COVERING THE WALL FRAMING. ENGINEERED BEAMS ARE AS FOLLOWS: "PSL" REFERS TO PARALLEL STRAND LUMBER (E=2.0, FB=2900). "LSL" REFERS TO LAMINATED STRAND LUMBER (E=1.55, FB=2325). (E=1.3 & FB=1700 AT LSL CONDITIONS WITH D (DEPTH) < 9" ) "LVL" REFERS TO LAMINATED VENEER LUMBER (E=2.0, FB=2800). "GLB" REFERS TO 24F-1.8E GLU-LAM WITH STANDARD CAMBER, U.N.O. "IJC" ENGINEERED GLU-LAM BEAM MAY BE USED UPON ENGINEER APPROVALS. AN A.I.T.C CERTIFICATE OF COMPLIANCE ISSUED BY A CURRENT ICC APPROVED QUALITY CONTROL AGENCY FOR GLUED LAMINATED WOOD MEMBERS SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. LUMBER SPECIFICATIONS: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH. STUDS, PLATES & BLOCKING: 2X4 FRAMING LUMBER NOT LISTED BELOW 92-1/4", 104-1/4", & 116-1/4" 2X4 STUDS 2X4 STUDS OVER 10' 2X4 SILLS & PLATES 2X6 STUDS, SILLS, & PLATES 4X4 STUDS & POSTS 4X6, 6X6, & LARGER STUDS & POSTS 4X4, 4X6 BEAMS & HEADERS 4X8, 4X10, 4X12, 4X14 BEAMS & HEADERS 6X4 BEAMS & HEADERS 6X6 & LARGER BEAM & HEADERS 2X10 AND LARGER RAFTERS AND JOISTS STANDARD GRADE OR BETTER STUD GRADE OR BETTER #2 OR BETTER STANDARD OR BETTER #2 OR BETTER STANDARD OR BETTER OR #1 #1 OR BETTER #2 OR BETTER #1 OR BETTER #2 OR BETTER #1 OR BETTER #1 OR BETTER 3. WOOD FRAMING CONSTRUCTION (CONT.) 3. WOOD FRAMING CONSTRUCTION 300. 301. 302. ROOFING MATERIALS SHALL BE PER ARCHITECTURAL DRAWINGS. ROOF SHEATHING SHALL BE 1932 " OR 5 8 " C-D GRADE, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, OR OSB PANELS. IDENTIFICATION INDEX (24/0) W/ 10D COMMON NAILS @ 6" O/C @ ALL PERIMETER EDGES AND ALL INTERIOR SUPPORTED EDGES AND @ 12" O/C @ ALL INTERMEDIATE SUPPORTS. SEE DETAILS FOR SHEAR AND DRAG NAILING. TYPICAL WALL SHEATHING: INTERIOR SURFACES: WHERE DRYWALL IS SPECIFIED, PROVIDE MIN. 5 8" GYPSUM WALLBOARD W/ 5D COOLER NAILS OR EQUAL @ 6" O/C TO ALL STUDS AND TO TOP & BOTTOM PLATES (UNBLOCKED) AT INTERIOR SIDE OF EXTERIOR WALLS AND AT BOTH SIDES OF ALL INTERIOR WALLS. EXTERIOR SURFACES: SEE PLANS. WHERE "STUCCO" IS SPECIFIED PROVIDE 7 8 " EXTERIOR CEMENT PLASTER OVER WIRE LATH OVER TYPE 15 BUILDING PAPER. LATH ATTACHED TO ALL STUDS AND TOP AND BOTTOM PLATES (OR BLOCKING AS OCCURS) W/ 16 GAGE X 716 " STAPLES @ 6" O/C OR NO. 11 GAGE X 1-1/2" FURRING NAILS WHERE INDICATED ON ELEVATIONS. 303. STRUCTURAL SHEATHING MAY BE EITHER OSB OR PLYWOOD. ANY NOTES REFERRING TO PLYWOOD ALSO APPLIES TO OSB. SHEATHING (WOOD STRUCTURAL PANELS) MUST MEET THE REQUIREMENTS OF DOC PS1 OR PS2 IN ACCORDANCE WITH NDS SDPWS. TOP PLATES SHALL BE DOUBLE 2X W/ WIDTH EQUAL TO STUDS BELOW, W/ (21)16D NAILS MIN. @ MINIMUM 4'-0" LAP SPLICES. USE SIMPSON RPS OR CS16 STRAP EACH SIDE OR ONE SIDE AND TOP WHERE LAP SPLICE IS NOT POSSIBLE. SEE DETAILS FOR NOTCHES, CUT-OUTS AND COMPLETE PLATE BREAKS AT HEATING, VENTING, AND PLUMBING. 6. NAILING SCHEDULE, MINIMUMS (CBC CHAPTER 23, TABLE 2304.10.2) 7. DESIGN CRITERIA 8. STATEMENT OF SPECIAL INSPECTIONS 9. SOILS REPORT 304. 317. 318. 319. ROOF RAFTERS SHALL BE 2X RAFTERS AS NOTED ON STRUCTURAL DRAWINGS EAVES SHALL BE PER ARCHITECTURAL PLANS W/ APPLIED TAILS PER ARCHITECTURAL PLANS. OVERHANG DETAILS ARE NOT SHOWN ON STRUCTURAL PLANS. SEE THE ARCHITECTURAL ROOF PLANS FOR ROOF PITCH AND ADDITIONAL INFORMATION. 320. COMBINE AND GROUP PLUMBING VENTS WHENEVER POSSIBLE TO MINIMIZE ROOF PENETRATIONS. WOOD STRUCT. PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHTNG TO FRMG AND BLKNG AT CEILING JOISTS, RAFTERS, OR TRUSSES TO TOP PLATE OR OTHER FRAMING, T.N. 4-8d Box, 3-8d Com, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples BLKNG AT CEILING RAFTERS OR TRUSSES NOT AT WALL TOP PLATE TO RAFTER OR TRUSS, E.N. 2-16d Com, 3-3" x 0.131" nails, 3-3" 14 gage staples FLAT BLKNG TO TRUSS AND WEB, F.N. 16d Com, 3"x.131" nails, 3"x14 gage staples @ 6" o.c BLKNG AT CEILING RAFTERS OR TRUSSES NOT AT WALL TOP PLATE TO RAFTER OR TRUSS, T.N. 2-8d Com, 2-3" x 0.131" nails, 2-3" 14 gage staples CEILING JOISTS TO TOP PLATE, T.N. 4-8d box, 3-8d Com, 3-10d box, 3-3"x.131 nails, 3-3" 14 gage staples CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, F.N. PER 2308.7.3.1 3-16d Com, 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT), F.N. PER 2308.7.3.1 3-16d Com, 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples COLLAR TIE TO RAFTER, F.N. 3-10d Com, 4-10d box, 4-3"x0.131" nails, 4-3" 14 gage staples RAFTER/TRUSS TO TOP PLATE, T.N. PER TABLE 2308.7.3.5 3-10d Com, 3-16d or 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples RAFTERS TO RIDGE VALLEY OR HIP; OR FATER TO 2" RIDGE BEAM TOENAIL 4-16d box, 3-10d Com, 3-16d or 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples ENDNAIL 2-16d Com, 3-16d box, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples STUD TO STUD (NOT AT BRACED WALL PANELS) 16d Com @ 24" o.c. FN OR 2-10d box, 3" x 0.131" nails, 3-3" 14 gage staples @ 16" o.c. FN STUD TO STUD AT INTERSECTING WALL CORNERS (BRACED WALL) 16d Com @ 16" o.c. FN OR 16d Box, 3" x 0.131" nails, 3-3" 14 gage staples @ 12" o.c. FN BUILT-UP HEADER (2" TO 2"), FN EA. EDGE 16d Com @ 16" o.c OR 16d Box @ 12" o.c. CONT. HEADER TO STUD, T.N. 4-8d Com, 4-10d Box, 5-8d box TOP PLATE TO TOP PLATE 16d Com @ 16" o.c. FN OR 10d Box, 3" x 0.131" nails, 3" 14 gage staples @ 12 o.c. FN TOP PLATE TO TOP PLATE, AT END JOINTS (EACH SIDE OF END JOINT), FACENAIL 24" MIN LAP SPLICE EA. SIDE 8-16d Com, 12-16d Box, 12-10d Box, 12-3" x 0.131" nails, 12-3" 14 gage staples BOTTOM PLATE TO JOIST, RIM, OR BLKG, FACENAIL UNBRACED WALL: 16" o.c. FN 16d Com UNBRACED WALL: 12" o.c. FN 16d Box, 3" x 0.131" nails, 3" 14 gage staples BRACED WALL: 16"o.c. FN 2-16d Com, 3-16d Box,4-3"x.131" nails,4-3" 14 gage staples STUD TO TOP OR BOTTOM PLATE TOENAIL 4-8d Box, 4x10d Box, 4-8d Com, 3-16d Box, 4-3"x0.131" nails, 4-3" 14 gage staples ENDNAIL 3-16d Box, 2-16d Com, 3-10d Box, 3-3"x0.131" nails, 3-3" 14 gage staples TOP PLATES, LAPS AT CORNERS AND INTERSECTION, F.N. 2-16d Com, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples 1" BRACE TO EACH STUD AND PLATE, F.N. 3-8d Box, 2-8d Com, 2-10d Box, 2-3" x 0.131" nails, 2-3" 14 gage staples 1"x6" SHEATHING TO EACH BEARING, F.N. 3-8d Box, 2-1.75" 16 Gage staples, 2-8d Com, 2-10d Box 1"x8" SHEATHING AND WIDER TO EACH BEARING, F.N. 4-8d box, 4-1.75" 16 Gage staples, 3-8d Com, 3-10d Box JOIST TO SILL, TOP PLATE, OR GIRDER, T.N. 4-8d box, 3-8d Com, 3-10d Box, 3-3" x 0.131" nails, 3-3" 14 gage staples RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER 8d Box @ 4" o.c. TN OR 8d Com, 10d Box, 3" x 0.131" nails, 3" 14 gage staples @ 6" o.c. TN 1"x6" SUBFLOOR OR LESS TO EACH JOIST, F.N. 2-1.75" Gage Staples, 2-8d Com, 3-10d Box 2" SUBFLOOR TO JOIST OR GIRDER, F.N. or BLIND 3-16d Box, 2-16d Com 2" PLANKS (PLANK & BEAM - FLOOR & ROOF), FACENAIL & EACH BEARING 3-16d Box, 2-16d Com BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 32" o.c. FN Top & BTTM STAGGERED ON OPPOSITE SIDES 20d Com 24" o.c. FN Top & BTTM 10d Box, 3"x0.131" nails, 3" 14 gage staples ENDS & SPLICES, FN 2-20d Com, 3-10d Box, 3-3"x0.131" nails, 3-3" 14 gage staples LEDGER SUPPORTING JOISTS/RAFTERS 4-16d Box, 3-16d Com, 4-10d Box, 4-3"X0.131, 4-3" 14ga. STAPLES JOIST TO BAND OR RIM JOIST, END NAIL 3-16d Com, 4-10d Box, 4-3"X0.131, 4-3" 14ga. STAPLES BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS EACH END, T.N. 2-8d Com, 2-10d box, 2-3" x 0.131" nails, 2-3" 14 gage staples FOOTNOTES: a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. d. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. e. Tabulated fastener requirements apply where the ultimate design wind speed is less than 140 mph. For wood structural panel roof sheathing attached to gable-end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. Spacing exceeding 6 inches on center at intermediate supports shall be permitted where the fastening is designed per the AWC NDS. e. Fastening is only permitted where the ultimate design wind speed is less than or equal to 110 mph g. Nails and staples are carbon steel meeting the specifications of ASTM F1667. Connections using nails and staples of other materials, such as stainless steel, shall be designed by acceptable engineering practice or approved under Section 104.11. e 16d Com or deformed; or 2
38"x.113" nail (subfloor and wall) 8d Com or deformed (roof) or 2 38" x.113" nail (roof)d 1
3 4" 16 Ga Staple, 716" crown (subfloor and wall) 2
38" x.113"x.266" head nail (roof) 1
3 4" 16 Ga Staple, 716" crown (roof) EDGES (IN) INTERMEDIATE SUPPORTS (IN) 6 6 4
33 f
f e 12
6 833
f
f e 8d Com or deformed (subfloor and wall) 8d Com or deformed (roof) or 2 38" x.113" nail (roof) 2
38" x.113"x.266" head nail, 2"16 Gage staple, 716" crown 6 6 4
e 12
6 8
38"-1
2 " 1932"-3
4 " d
7 8"-1
1 4
" 10d Com or (3"x0.148"); or deformed (2
1 2 x.131"x.281 head) 6 12 OTHER EXTERIOR WALL SHEATHING (FIBERBOARD) 1 1 2" x0.120", galvanized roofing nail ( 716" head dia) or 1 1 4" 16 Ga Staple w/ 716" or 1" crown 1 3 6
2 "b 1
3 4" x0.120", galvanized roofing nail ( 716" head dia) or 1 1 2" 16 Ga Staple w/ 716 25 " or 1" crown 32
"b 3 6 WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3 4" & LESS 8d COMMON (2 1
2"x0.131"); or deformed (2"x0.113"); or deformed (2"x0.120") 6 12 78"-1" 8d COMMON (2 1
2"x0.131"); or deformed (2"x0.113"); or deformed (2"x0.120") 6 12 1 1
8"-1
1 4
" 10d COMMON (3"x0.148"); or deformed (2
1 2"x0.131"); or deformed (2
1 2"x0.120") 6 12 PANEL SIDING TO FRAMING
1 2" & LESS 6d corrosion-resistant siding (1
78"x.106"); or 6d corrosion-resistant (2"x.099") 6 12
58 " 8d corrosion-resistant siding (2
38"x0.128"); or 8d corrosion-resistant casing (2
1 2"x0.113") 6 12 INTERIOR PANELING
1 4
" 4d casing (1
1 2"x0.080"); or 4d finish (1
1 2"x0.072") 6 12
38 " 6d casing (2"x0.099"); or 6d finish (2"x.092") - (Panel supports at 24 inches) 6 12 PARTICLEBOARD WALL SHEATHING TO FRAMING BEAM OR JOIST I-JOIST FLOOR JOISTS 1.75 X LSL AND LVL 2.69 X PSL AND LVL 3.5 X PSL AND LVL 5.25 X PSL AND LVL 7 X PSL AND LVL SIMPSON/USP HANGER IUS, IUT, OR ITT HANGERS HU, HUS, OR WPU HU OR HWU HHUS OR HWU HHUS OR HWU HHUS OR HWU 321. 322. 323. 324. 325. WOOD TO WOOD CONNECTORS SHALL BE SIMPSON STRONG TIE OR USP STRUCTURAL CONNECTORS. ALL SPECIFIED CONNECTOR CALL-OUTS ARE SIMPSON CATALOG CALL-OUTS. USP SUBSTITUTIONS SHALL HAVE A CAPACITY EQUAL TO OR GREATER THAN THE SIMPSON CATALOG VALUES. ANY OTHER ICC APPROVED METAL CONNECTOR MAY BE USED UPON APPROVAL BY THE ENGINEER OR ARCHITECT. ICC APPROVED CONNECTORS SHALL BE USED WHERE CONNECTORS ARE SPECIFIED. UNLESS OTHERWISE NOTED, THE FOLLOWING BEAM AND JOIST HANGERS SHALL BE USED: AT BEAM HANGER CALLOUTS, IE HGUS OR HU BEAMS, THE CALLOUT IS ABBREVIATED. THE HANGER WIDTH MAY BE OMITTED TO ALLOW FLEXIBILITY IN ORDERING. EXAMPLE: 2.69 PSL THE CALLOUT MAY READ HGUS12. AN HGUS2.75/12 OR HGUS412 (WITH FILLERS) ARE APPLICABLE. WHERE HANGERS OFFER (MIN) OR (MAX), NAIL TO APPLY (MAX) LOADS. WHERE SHEARWALL LENGTHS ARE SPECIFIED ON THE PLANS, THE LENGTH SHOWN IS A MINIMUM DIMENSION. THE SHEARWALL MAY BE LENGTHENED FOR CONSTRUCTION PURPOSES, BUT SHALL NOT BE REDUCED UNLESS OTHERWISE NOTED. ALL ENGINEERED WOOD PANEL SHEAR (PLYWOOD OR OSB) SHALL BE BLOCKED. THE FOLLOWING HOLES IN SHEARWALLS ARE ALLOWED: A) APPROXIMATELY SQUARE HOLES NOTCHED, PUNCHED, OR CUT THAT ARE LESS THAN 25 SQ. INCHES B) APPROXIMATELY SQUARE HOLES CLEAN CUT OR BORED IN SHEARWALLS THAT ARE LESS THAN 64 SQ. INCHES (ONE HOLE PER 4' OF SHEARWALL.) C) APPROXIMATELY SQUARE HOLES, LESS THAN 64 SQ. INCHES (ONE HOLE PER 8' OF SHEARWALL) WITH ALL EDGES BLOCKED & EDGE NAILED. D) HOLES INDIVIDUALLY APPROVED BY THE ENGINEER OR ARCHITECT OF RECORD. STUDS SHALL BE SPACED @ 16" O/C MAX. UNLESS OTHERWISE SPECIFIED. USE STUD GRADE FULL REPORTS FOUND AT: HTTP://WWW.ICC-ES.ORG 400. 401. 402. 403. PLYWOOD AND OSB PANELS: APA PLYWOOD & OSB--ESR-2586 JOISTS AND RAFTERS AND BEAMS: TRUS-JOIST TJI JOISTS AND PSL, LSL, & LVL--ICC-ES ESR-1387, 1153, BOISE CASCADE BCI JOISTS, VERSA-LAM, & VERSA-STRAND--ICC-ESR-1040, 1336 LOUISIANA PACIFIC JOISTS & BEAMS--ESR-1305, 2403 ROSEBURG JOISTS & BEAMS--ESR-1210, 1251 GLU-LAM BEAMS-- ESR-1940 PACIFIC WOOD TECH - ESR 2909 WOOD CONNECTORS: SIMPSON CONNECTORS--ICC-ES ESR #S 1161, 1622, 1866, 2105, 2203, 2236, 2320, 2549, 2551, 2552, 2553, 2330, 2554, 2555, 2604, 2605, 2606, 2607, 2608, 2611, 2613, 2614, 2615, 2616, 2877, 2920, 3046 IAPMO ER-112, 130, 143, 192, 262 USP LUMBER CONNECTORS--ICC-ES ESR #S 1178, 1280, 1575, 1702, 1781, 1881, 1970, 2104, 2685, 1831, 1465, 2761, 2787, IAPMO ER-200 QUICK DRIVE WOOD SCREWS--ICC-ES ESR-1472 ADHESIVES & ANCHORS: SIMPSON EPOXY-TIE HIGH STRENGTH EPOXY (SET-XP)--ICC-ES ESR-1772, 2508. SIMPSON WEDGE-ALL (WA) WEDGE ANCHORS--ICC-ES ES-1771 SIMPSON TITEN HD--ICC-ESR-1056, 2713 SIMPSON SHOT PINS ICC-ES ESR-2138 HILTI X-DN, X-ZF, X-CF SHOT PINS--ICC-ES ER-1663, 1752, 2269 5. NAILING & FASTENING 16D NAILS AS SHOWN ON THE DETAILS MAY BE COMMON, BOX, OR SINKER NAILS (0.135" MIN. DIA) AS AN ALTERNATE TO THE COMMON AND BOX NAILS SPECIFIED IN THE STRUCTURAL PLANS, THE FOLLOWING "CUTLER" GUN NAILS (OR EQUAL) ARE ACCEPTABLE ALTERNATIVES. ALTERNATE NAILING FOR ROOF SHEATHING: 8D 2 1 2 " X 0.135 WIRE BARBED NAILS BY CUTLER OR EQUAL. ALTERNATE NAILING FOR FLOOR SHEATHING: #8 X 2" SELF SETTING WOOD SCREWS, OR 8D 2 12 " X 0.135 OR 0.148 SCREW SHANK FLOOR NAILS BY CUTLER OR EQUAL SHEAR PANELS WHERE 8D COMMON NAILS ARE SPECIFIED: 10D 2 1 2 " X 0.148" WIRE BARBED NAILS BY CUTLER OR EQUAL 500. 501. 502. 503. 504. NAIL SIZES WIRE GAUGE 1211 101010 911 10998 SIZE OF NAIL 6D8D10D 12D 16D 16D SINKER 6D8D10D 12D 16D SIZE (INCHES) 0.099 0.113 0.128 0.128 0.135 0.148 0.113 0.131 0.148 0.148 0.162 PENETRATION REQUIRED 1" 1" 1" 1" 1" 1" 1" 1" 1 1 4
" 1
1 4
" 1
1 2
" BOX NAILS COMMON NAILS STANDARD LENGTH 2" 2" 3" 3" 3" 3" 2" 2 1 2 " 3" 3" 3" 326. ALL FINISHES, WATERPROOFING, DRAINAGE, AND FIRE-RELATED ELEMENTS ARE BY THE ARCHITECT OF RECORD AND ARE REQUIRED EVEN THOUGH THEY MAY NOT BE SHOWN ON THE STRUCTURAL PLANS AND DETAILS. 4. ICC-ES AND NER APPROVALS EXCEPT AT PLATE HEIGHTS HIGHER THAN 10'-0", THEN USE DF#2 OR BETTER 327. REDWOOD OR PRESSURE-TREATED LUMBER IS TO BE USED AT STRUCTURAL MEMBERS FOR BUILDING, BALCONIES, PORCHES OR SIMILAR APPURTENANCES WHEN EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION OF A ROOF, EAVE, OVERHANG, OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION. C&C PRESSURES ROOF: GABLE ROOF, PITCH α = 18.3° (-) ZONE 1 (-) ZONE 2 (-) ZONE 3 (+) ALL ZONES AEFFECTIVE = 10 sf 28 sf 30 sf -42.0 psf -39.5 psf -39.3 psf -50.6 psf -87.5 psf 16.5 psf -45.5 psf -76.0 psf 16.0 psf 16.0 psf -75.2 psf -45.1 psf WALLS (-) ZONE 4 (-) ZONE 5 (+) ZONE 4&5 AEFFECTIVE = 10 sf 21 sf 48 sf -1.28 psf -34.7 psf -32.9 psf -1.58 psf 1.00 psf -41.6 psf 31.9 psf 30.1 psf -38.0 psf A SOILS REPORT MAY BE REQUIRED BY THE BUILDING OFFICIAL. IN-LIEU OF THE SOILS REPORT A CONSERVATIVE VALUE FOR THE SOIL BEARING ALLOWABLE OF 1500 PSF HAS BEEN USED IN DESIGN OF THE BUILDING. REPLACEMENT HD HDU2 HDU4 HDU5 HDU8 HDU11 RETROFIT BOLT 5/8" ALL-THREAD, EMBED 6" 5/8" ALL-THREAD, EMBED 6" 5/8" ALL-THREAD, EMBED 9" 7/8" ALL-THREAD, EMBED 9" 1" ALL-THREAD, EMBED 12" MIN EDGE DISTANCE 2" 4.5" 6" 6" 7" 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Structural Notes & Specifications S0.1 27 February 2026 30 January 2026 30 January 2026 427
3 2 1 ACDB 2x12's @ 24" o/c 312x1114
LVL RIDGE BEAM
(2.0E MINIMUM) 11.6' 8' 12' 4x6 POST CCQ46 1/4"=1'-0" ROOF FRAMING PLAN 6x4 4x6 POST ECCQ46 CRAFTSMAN 4 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 24 S2.2 4 2x10's CJ @ 16" o/c 5.2' 5 21 S2.2 18 S2.1 TYP. 6x4 6x4 4.0' 4 21 S2.26x4
6x4
6x4 4 6x4 6x46x4 6x4 6x4 6x4
6x4 6x4 2.9' 9 11.6' 4 24 S2.2 24 S2.2 2x12's @ 24" o/c 2x12's @ 24" o/c 2x12's @ 24" o/c 4' 5 4x4 KING POST CCQ44 24 S2.2 2x10's CJ @ 16" o/c 2x10's CJ @
16" o/c LUS210 HGRS 23 S2.2
2x10's CJ @ 24" o/c 23 S2.2 312x1114
LVL RIDGE BEAM
(2.0E MINIMUM) 4x4 KING POST ECCQ44
4x12 DF#1 312x912 LVL CEILING BEAM 312x1114 LVL CEILING BEAM 33 S2.2 5'-0" MIN. BACKSPAN 6x8 (MIN.) 33 S2.2 5'-0" MIN. BACKSPAN
6x8 (MIN.)
4x4 KING POST ECCQ44 4x6 POST 4x6 POST
4x4 POST
4x4 POST 19 S2.1 19 S2.1 19 S2.1 19 S2.1 29 S2.2 29 S2.2 29 S2.2 22 S2.2 2x12's @ 24" o/c 2x12's @ 24" o/c 27 S2.2 22 S2.2 22 S2.2 37 S2.2 4x6 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS. X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 12" @ 32" 5 8" @ 32" or 12" @ 24" 5 8" @ 24" or 12" @ 16" 5 8" @ 24" or 12" @ 16" 5 8" @ 16" or 12" @ 12" 5 8" @ 12" or 12" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 12" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 38" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 2 1 ACDB HDU2 HDU2 1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0" 4x6 POST 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. FOUNDATION PLAN CRAFTSMAN 4x6 POST 1 S2.1 1 S2.1 1 S2.1 1 S2.1 8 S2.1 4 3 S2.1 3 S2.1 3 S2.1 TYP. 4 5 HDU2 HDU2 3 S2.14 HDU2 HDU2 HDU2 4 3 S2.1 HDU2 1'-0" 1'-0" 1'-0" 2'-3" SQ. x 18" DEEP PAD FOOTING 9 4 5 HDU2 HDU2
HDU2 HDU2
HDU8
HDU8
HDU2
HDU2
4x6 POST 4x6 POST 5 S2.1 2'-0" SQ. x 18" DEEP PAD FOOTING 2'-0" SQ. x 18" DEEP PAD FOOTING 4x4 POST 5 S2.1 4x4 POST 2 S2.1 2 S2.1 4 S2.1 5 S2.1 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant CRAFTSMAN FOUNDATION & FRAMING PLANS1.1 27 February 2026 30 January 2026 30 January 2026 428
3 2 1
A
C
D
E
B 2x12's @ 24" o/c
3 1
2x11
1 4
LVL RIDGE BEAM
(2.0E MINIMUM) 11.6' 8' 12'
4x6 POST CCQ46 1/4"=1'-0" ROOF FRAMING PLAN 6x4
4x6 POST ECCQ46
4 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 24 S2.2
4 5.2' 5 21 S2.2 18 S2.1 TYP. 6x4
6x4 4.0' 4 21 S2.26x4
6x4
6x4
4 6x4 CRAFTSMAN + PORCH 6x4
6x4 6x4 6x4 6x4
6x4 6x4 2.9' 9 11.6' 4 28 S2.2
6x6 28
POST S2.2
6x6 POST 20 S2.1 ST6215 T.P. TO BEAM 20 S2.1 ST6215 T.P. TO BEAM 24 S2.2 24 S2.2 2x12's @ 24" o/c 2x12's @ 24" o/c 2x12's @ 24" o/c 4' 5 2x12's @ 24" o/c 2x12's @ 24" o/c 4x4 KING POST CCQ44 24 S2.2 2x10's CJ @ 16" o/c
LUS210 HGRS 23 S2.2
2x10's CJ @ 24" o/c 23 S2.2
3 1
2x11
1 4
LVL RIDGE BEAM
(2.0E MINIMUM)
4x4 KING POST ECCQ44
4x12 DF#1 29 S2.2
4x6 KING
POST
3 1
2x9
1 2 LVL CEILING BEAM
3 1
2x11
1 4 LVL CEILING BEAM 6x12
6x12
6x12
4x4 KING POST ECCQ44
4x6 POST
4x6 POST
4x4 POST
4x4 POST 19 S2.1 19 S2.1 19 S2.1 19 S2.1 29 S2.2 29 S2.2 29 S2.2 22 S2.2 27 S2.2 22 S2.2 22 S2.2 37 S2.2 4x6 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS.
X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 1
2" @ 32" 5
8" @ 32" or 1
2" @ 24" 5
8" @ 24" or 1
2" @ 16" 5
8" @ 24" or 1
2" @ 16" 5
8" @ 16" or 1
2" @ 12" 5
8" @ 12" or 1
2" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 1 2" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 2 1
A
C
D
E
B
HDU2
HDU2
1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0"
4x6 POST 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. FOUNDATION PLAN 4x6 POST
1 S2.1
1 S2.1
1 S2.1
1 S2.1
8 S2.1
4 3 S2.1
3 S2.1
3 S2.1 TYP.
4 5
HDU2 HDU2 3 S2.1
4 HDU2
HDU2
HDU2
4 3 S2.1
HDU2 1'-0" 1'-0"
1'-0" CRAFTSMAN + PORCH 2'-3" SQ. x 18" DEEP PAD FOOTING 6x6 35
POST S2.2 2'-3" SQ. x 18" DEEP PAD FOOTING 2'-3" SQ. x 18" DEEP PAD FOOTING POST
6x6 35 S2.2
9 4
5 HDU2
HDU2
HDU2
HDU2
HDU8
HDU8
HDU2
HDU2
4x6 POST
4x6 POST
5 S2.1 2'-0" SQ. x 18" DEEP PAD FOOTING 2'-0" SQ. x 18" DEEP PAD FOOTING 4x4 POST
5 S2.1
4x4 POST
2 S2.1
2 S2.1
4 S2.1
5 S2.1 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant CRAFTSMAN + PORCH FND & FRAMING PLANS1.2 27 February 2026 30 January 2026 30 January 2026 429
BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS. X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 12" @ 32" 5 8" @ 32" or 12" @ 24" 5 8" @ 24" or 12" @ 16" 5 8" @ 24" or 12" @ 16" 5 8" @ 16" or 12" @ 12" 5 8" @ 12" or 12" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 12" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 38" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 2 1 ACDB 2x12's @ 24" o/c 312x1114
LVL RIDGE BEAM
(2.0E MINIMUM) 11.6' 8' 12' 4x6 POST CCQ46 1/4"=1'-0" ROOF FRAMING PLAN 6x4 4x6 POST ECCQ46 4 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 24 S2.2 MONTEREY 4 2x6's @
24" o/c5.2' 5 21 S2.2 18 S2.1 TYP. 6x4
6x4 4.0' 4 21 S2.26x4
6x4
6x4 4 6x4 6x46x4 6x4 6x4 6x4
6x4 6x4 2.9' 9 11.6' 4 24 S2.2 24 S2.2 2x12's @ 24" o/c 2x12's @ 24" o/c 2x12's @ 24" o/c 4' 5 4x4 KING POST CCQ44 24 S2.2 2x10's CJ @ 16" o/c LUS210 HGRS 23 S2.2 2x10's CJ @ 24" o/c 23 S2.2 312x1114
LVL RIDGE BEAM
(2.0E MINIMUM) 4x4 KING POST ECCQ44
4x12 DF#1 312x912 LVL CEILING BEAM 312x1114 LVL CEILING BEAM 32 S2.2 4x6 KNEE
BRACE 4x4
4x6 KNEE
BRACE
4x4 KING POST ECCQ44 4x6 POST 4x6 POST
4x4 POST
4x4 POST 19 S2.1 19 S2.1 19 S2.1 19 S2.1 29 S2.2 29 S2.2 29 S2.2 22 S2.2 22 S2.2 22 S2.2 37 S2.2 4x6 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. 3 2 1 ACDB HDU2 HDU2 1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0" 4x6 POST 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. FOUNDATION PLAN 4x6 POST 1 S2.1 1 S2.1 1 S2.1 1 S2.1 8 S2.1 4 3 S2.1 3 S2.1 3 S2.1 TYP. MONTEREY 4 5 HDU2 HDU2 3 S2.14 HDU2 HDU2 HDU2 4 3 S2.1 HDU2 1'-0" 1'-0" 1'-0" 2'-3" SQ. x 18" DEEP PAD FOOTING 9 4 5 HDU2 HDU2
HDU2 HDU2
HDU8
HDU8
HDU2
HDU2
4x6 POST 4x6 POST 5 S2.1 2'-0" SQ. x 18" DEEP PAD FOOTING 2'-0" SQ. x 18" DEEP PAD FOOTING 4x4 POST 5 S2.1 4x4 POST 2 S2.1 2 S2.1 4 S2.1 5 S2.1 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant MONTEREY FOUNDATION & FRAMING PLANS1.3 27 February 2026 30 January 2026 30 January 2026 430
BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS.
X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 1
2" @ 32" 5
8" @ 32" or 1
2" @ 24" 5
8" @ 24" or 1
2" @ 16" 5
8" @ 24" or 1
2" @ 16" 5
8" @ 16" or 1
2" @ 12" 5
8" @ 12" or 1
2" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 1 2" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 2 1
A
C
D
E
B 2x12's @ 24" o/c
3 1
2x11
1 4
LVL RIDGE BEAM
(2.0E MINIMUM) 11.6' 8' 12'
4x6 POST CCQ46 1/4"=1'-0" ROOF FRAMING PLAN 6x4
4x6 POST ECCQ46
4 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 24 S2.2
4 5.2' 5 21 S2.2 18 S2.1 TYP. 6x4
6x4 4.0' 4 21 S2.26x4
6x4
6x4
4 6x4 MONTEREY + PORCH
2x6's @
24" o/c
6x6 POST 6x4
6x4 6x4 6x4 6x4
6x4 6x4 2.9' 9 11.6' 4 24 S2.2 24 S2.2 2x12's @ 24" o/c 2x12's @ 24" o/c 2x12's @ 24" o/c 4' 5 6x6 POST
4x4 KING POST CCQ44 24 S2.2 2x10's CJ @ 16" o/c
LUS210 HGRS 23 S2.2
2x10's CJ @ 24" o/c 23 S2.2
3 1
2x11
1 4
LVL RIDGE BEAM
(2.0E MINIMUM)
4x4 KING POST ECCQ44
4x12 DF#1
3 1
2x9
1 2 LVL CEILING BEAM
3 1
2x11
1 4 LVL CEILING BEAM 6x8
6x8
6x8 27 S2.2 20 S2.1 ST6215 T.P. TO BEAM 20 S2.1 ST6215 T.P. TO BEAM 4x4 KING POST ECCQ44
4x6 POST
4x6 POST
4x4 POST
4x4 POST 19 S2.1 19 S2.1 19 S2.1 19 S2.1 29 S2.2 29 S2.2 29 S2.2 22 S2.2 22 S2.2 40 S2.2 28 S2.2 28 S2.2 22 S2.2 37 S2.2 4x6 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. 3 2 1
A
C
D
E
B
HDU2
HDU2
1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0"
4x6 POST 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. FOUNDATION PLAN 4x6 POST
1 S2.1
1 S2.1
1 S2.1
1 S2.1
8 S2.1
4 3 S2.1
3 S2.1
3 S2.1 TYP.
4 5 2'-0" SQ. x 18" DEEP PAD FOOTING
HDU2 HDU2 3 S2.1
4 HDU2
HDU2
HDU2
4 3 S2.1
HDU2 1'-0" 1'-0"
1'-0" MONTEREY + PORCH
6x6 POST CB66 2'-3" SQ. x 18" DEEP PAD FOOTING
9 4
5 HDU2
HDU2 2'-0" SQ. x 18" DEEP PAD FOOTING
6x6 POST CB66
HDU2
HDU2
HDU8
HDU8
HDU2
HDU2
4x6 POST
4x6 POST
5 S2.1 2'-0" SQ. x 18" DEEP PAD FOOTING 2'-0" SQ. x 18" DEEP PAD FOOTING 4x4 POST
5 S2.1
4x4 POST
2 S2.1
2 S2.1
4 S2.1
5 S2.1 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant MONTEREY + PORCH FND & FRAMING PLANS1.4 27 February 2026 30 January 2026 30 January 2026 431
BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS. X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 12" @ 32" 5 8" @ 32" or 12" @ 24" 5 8" @ 24" or 12" @ 16" 5 8" @ 24" or 12" @ 16" 5 8" @ 16" or 12" @ 12" 5 8" @ 12" or 12" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 12" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 38" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 2 1 ACDB 2x12's @ 24" o/c 312x1114
LVL RIDGE BEAM
(2.0E MINIMUM) 11.6' 8' 12' 4x6 POST CCQ46 1/4"=1'-0" ROOF FRAMING PLAN 6x4 4x6 POST ECCQ46 4 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 24 S2.2 FARMHOUSE 4 5.2' 5 21 S2.2 18 S2.1 TYP. 6x4 6x4 4.0' 4 21 S2.26x4
6x4
6x4 4 6x4 6x46x4 6x4 6x4 6x4
6x4 6x4 2.9' 9 11.6' 4 24 S2.2 24 S2.2 2x12's @ 24" o/c 2x12's @ 24" o/c 2x12's @ 24" o/c 4' 5 4x4 KING POST CCQ44 24 S2.2 2x10's CJ @ 16" o/c LUS210 HGRS 23 S2.2 2x10's CJ @ 24" o/c 23 S2.2 312x1114
LVL RIDGE BEAM
(2.0E MINIMUM) 4x4 KING POST ECCQ44
4x12 DF#1 312x912 LVL CEILING BEAM 312x1114 LVL CEILING BEAM 4x8
(MIN.) 33 S2.2 5'-0" MIN. BACKSPAN 5'-0" MIN. BACKSPAN 33 S2.2 4x8 (MIN.)
4x4 KING POST ECCQ44 4x6 POST 4x6 POST
4x4 POST
4x4 POST 19 S2.1 19 S2.1 19 S2.1 19 S2.1 29 S2.2 29 S2.2 29 S2.2 22 S2.2 22 S2.2 22 S2.2 2x12's @ 24" o/c 4x8 4x4 KP HUC48 HUC48 27 S2.2 2x12's @ 24" o/c 37 S2.2 4x6 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. 3 2 1 ACDB HDU2 HDU2 1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0" 4x6 POST 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. FOUNDATION PLAN 4x6 POST 1 S2.1 1 S2.1 1 S2.1 1 S2.1 8 S2.1 4 3 S2.1 3 S2.1 3 S2.1 TYP. FARMHOUSE 4 5 HDU2 HDU2 3 S2.14 HDU2 HDU2 HDU2 4 3 S2.1 HDU2 1'-0" 1'-0" 1'-0" 2'-3" SQ. x 18" DEEP PAD FOOTING 9 4 5 HDU2 HDU2
HDU2 HDU2
HDU8
HDU8
HDU2
HDU2
4x6 POST 4x6 POST 5 S2.1 2'-0" SQ. x 18" DEEP PAD FOOTING 2'-0" SQ. x 18" DEEP PAD FOOTING 4x4 POST 5 S2.1 4x4 POST 2 S2.1 2 S2.1 4 S2.1 5 S2.1 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant FARMHOUSE FOUNDATION & FRAMING PLANS1.5 27 February 2026 30 January 2026 30 January 2026 432
BOLT TYPE HOLDOWN BEARING OR EXTENT HANGER TO BEAM/LEDGER SHEARWALL & A.B. SPACING PER SCHEDULE OF RAFTERS LEGEND BEARING OR EXTENT OF JOISTS X' * PLEASE REFER TO NOTES 311 & 401 ON S0.1 FOR LUMBER GRADE SPECIFICATIONS.
X SHEAR WALL SCHEDULE (ASD VALUES) SHEARWALL DESCRIPTION (See footnotes 1& 4) SHEAR VALUE (PLF) ANCHOR BOLT SPACING 260* 5 8" @ 48" or 1
2" @ 32" 5
8" @ 32" or 1
2" @ 24" 5
8" @ 24" or 1
2" @ 16" 5
8" @ 24" or 1
2" @ 16" 5
8" @ 16" or 1
2" @ 12" 5
8" @ 12" or 1
2" @ 8" SHEAR WALL FOOTNOTES (1) AT PLYWOOD OR OSB PS-1 OR PS-2 RATED PANELS USE COMMON NAILS OR GALVANIZED BOX NAILS (2) LAYERS OF PAPER EXTERIOR PLYWOOD REQUIRED. SHEARSHALL BE APPLIED OVER STUDS @ 16" O/C. GALVANIZED NAILS SHALL NOT BE HOT-DIPPED OR TUMBLED. (2) SILL PLATES & WASHERS SHALL COMPLY WITH THE CONCRETE FOUNDATION CONSTRUCTION AND WOOD FRAMING CONSTRUCTION NOTES. (SEE NOTES #206, 208, 209. 307, 308, 309, ETC.) (3) IN PLYWOOD SHEARWALLS, THE EDGE OF THE 3" SQUARE WASHERS (SEE NOTE #206) SHALL BE 1 2" OR LESS FROM THE EDGE OF THE SILL PLATE ON THE SIDE OF THE SHEATHING. ALL NAILING SHALL BE 3 8" MIN. FROM THE EDGE OF SHEATHING. (4) WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (SHEARWALL TYPES 6, 7, 8, & 9) ALL FRAMING RECEIVING NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER OR (2) 2X MEMBERS NAILED WITH 10D , SPACING EQUAL TO THE E.N. SPACING. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. (5) IN SHEARWALL TYPES 8 & 9, SILL PLATE NAILING SHALL BE STAGGERED. AT SECOND FLOOR CONDITIONS, PROVIDE ADEQUATE RIM OR BLOCKING TO PREVENT SPLITTING. (*) ALLOWABLE SHEAR VALUES FOR PLYWOOD SHEARWALLS MAY BE INCREASED BY 40% UNDER WIND LOADING. 375* 490* 550* 665* 870* SPACING OF A35/LTP4 FRAMING TO TOP PLATE 32" O.C. 16" O.C. 12" O.C. 12" O.C. 8" O.C. 8" O.C. 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 4" o/c edge, 12" o/c field, blocked (See footnote 3) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 3 8" rated STRUCT 1 panel, (1) side w/ 8d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3 & 4) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 3" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 15 32" rated STRUCT 1 panel, (1) side w/ 10d @ 2" o/c edge, 12" o/c field 3x abutting panel studs blocked (See footnote 3, 4, & 5) 3 8" ply. C-D or C-C sheathing, (1) side w/ 8d @ 6" o/c edge, 12" o/c field, blocked (See footnote 3 ) 4 5 6 7 8 9 1. 2. 3.5. THE MINIMUM NOMINAL ANCHORBOLT DIAMETER SHALL BE 5/8 INCH NOTE: THIS WILL REQUIRE A MINIMUM DISTANCE FROM THE ENDS OF SILL PLATES TO BE 4" (AND A MAXIMUM OF 12") PLATE WASHERS (MINIMUM SIZE OF 3" x 3" x 1/4") SHALL BE USED ON EACH ANCHOR BOLT. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & REINF. MUST BE SECURELY TIED IN PLACE PRIOR TO FDTN. INSP. 6. SEE SHT S2.1 FOR TYP. CONCRETE & SLAB DETAILS 1-8 POSTS W/O SPECIFIED BASE SHALL BE NAILED TO BOLTED SILL PLATES W/ (2) 16d T.N. EA SIDE, TYP. PROVIDE CONC SLAB JOINTS AT NO MORE THAN 15 FT EA. WAY 4. 7. FOOTINGS ADJACENT TO SLOPES GREATER THAN OR EQUAL TO 33.3% SHALL COMPLY WITH SETBACK REQUIREMENTS DEFINED IN CBC 1808.7. 8. ALL EXTERIOR STUDS TO BE 2x6 @ 16" O.C. FOUNDATION NOTES INTERIOR HEADER SCHEDULE MAX OPENING MIN. HEADER MIN. GRADE 7'-0" 2x4 DF#2 9'-6" DBL 2x4 11'-0" 4x4 DF#2 DF#2 3 2 1
A
C
DE
B 2x12's @ 24" o/c
3 1
2x11
1 4
LVL RIDGE BEAM
(2.0E MINIMUM) 11.6' 8' 12'
4x6 POST CCQ46 1/4"=1'-0" ROOF FRAMING PLAN 6x4
4x6 POST ECCQ46
4 23 S2.2 21 S2.2 22 S2.2 21 S2.2 24 S2.2 24 S2.2
4 5.2' 5 21 S2.2 18 S2.1 TYP. 6x4
6x4 4.0' 4 21 S2.26x4
6x4
6x4
4 6x4 FARMHOUSE + PORCH 2x12 @ 24" o.c. 6x4
6x4 6x4 6x4 6x4
6x4 6x4 2.9' 9 11.6' 4 24 S2.2 24 S2.2 2x12's @ 24" o/c 2x12's @ 24" o/c 2x12's @ 24" o/c 4' 5 ST6215 T.P. TO BEAM 20 S2.1 ST6215 T.P. TO BEAM 20 S2.1 2x12 @ 24" o.c. 6x6 POST 28 S2.2
6x6 POST 28 S2.2
4x4 KING POST CCQ44 24 S2.2 2x10's CJ @ 16" o/c
LUS210 HGRS 23 S2.2
2x10's CJ @ 24" o/c 23 S2.2
3 1
2x11
1 4
LVL RIDGE BEAM
(2.0E MINIMUM)
4x4 KING POST ECCQ44
4x12 DF#1
3 1
2x9
1 2 LVL CEILING BEAM
3 1
2x11
1 4 LVL CEILING BEAM
6x6 KP 29 S2.2 6x12
6x12
6x12 27 S2.2
4x4 KING POST ECCQ44
4x6 POST
4x6 POST
4x4 POST
4x4 POST 19 S2.1 19 S2.1 19 S2.1 19 S2.1 29 S2.2 29 S2.2 29 S2.2 22 S2.2 22 S2.2 22 S2.2 37 S2.2 4x6 INSPECTION NOTE: PER HERS SUMMARY FEATURES A QII (QUALITY INSULATION INSTALLATION) INSPECTION IS REQUIRED PRIOR TO DRYWALL INSTALLATION. 11 S2.1TYP. 3 2 1
A
C
D
E
B
HDU2
HDU2
1'-0" 1'-0"
1'-0" 1'-0" 1/4"=1'-0"
4x6 POST 4" CONC SLAB W/ #4 @ 18" O.C. AT MID-DEPTH OVER 10 MIL VAPOR BARRIER OVER 4" BASE ON PAD GRADE fc - 2500 PSI MIN (SPEC INSP NOT REQ'D). A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER 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. FOUNDATION PLAN 4x6 POST
1 S2.1
1 S2.1
1 S2.1
1 S2.1
8 S2.1
4 3 S2.1
3 S2.1
3 S2.1 TYP.
4 5
HDU2 HDU2 3 S2.1
4 HDU2
HDU2
HDU2
4 3 S2.1
HDU2 1'-0" 1'-0"
1'-0" FARMHOUSE + PORCH 2'-3" SQ. x 18" DEEP PAD FOOTING 2'-3" SQ. x 18" DEEP PAD FOOTING 9 4
5 HDU2
HDU2
6 S2.1
6x6 POST 2'-3" SQ. x 18" DEEP PAD FOOTING
6 S2.1
6x6 POST
HDU2
HDU2
HDU8
HDU8
HDU2
HDU2
4x6 POST
4x6 POST
5 S2.1 2'-0" SQ. x 18" DEEP PAD FOOTING 2'-0" SQ. x 18" DEEP PAD FOOTING 4x4 POST
5 S2.1
4x4 POST
2 S2.1
2 S2.1
4 S2.1
5 S2.1 2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant FARMHOUSE + PORCH FND & FRAMING PLANS1.6 27 February 2026 30 January 2026 30 January 2026 433
2025_Wildomar City of Wildomar Accessory Dwelling Units YSP/CRP/JDJG revisions project no. sheet no. drawn by date description project SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant 30 January 2026 S2.1 Structural Details27 February 2026 30 January 2026 30 January 2026 434
2025_Wildomar City of Wildomar Accessory Dwelling Units YSP/CRP/JDJG revisions project no. sheet no. drawn by date description project SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant 30 January 2026 Structural DetailsS2.2 27 February 2026 30 January 2026 30 January 2026 435
2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Example Energy Calculations T24.1 27 February 2026 30 January 2026 30 January 2026 436
2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Example Energy Calculations T24.2 27 February 2026 30 January 2026 30 January 2026 437
2025_Wildomar revisions project no. sheet no. drawn by date description project City of Wildomar Accessory Dwelling Units 30 January 2026 YSP/CRP/JDJG SEAL 40810 COUNTY CENTER DRIVE SUITE 200 TEMECULA, CA 92591 Consultant Example Energy Calculations T24.3 27 February 2026 30 January 2026 30 January 2026 438
Sheet #
D
C
B
A
1 2 3 4 5
1 2 3 4 5
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
APPLICANT AGREEMENT
Consultant
AS NOTED
PROJECT DIRECTORY SHEET INDEX
BUILDING INFORMATION
PROJECT DESCRIPTION
PROJECT INFORMATION PROJECT CHECKLIST STYLE AND OPTION SELECTIONS
WILDOMAR, CALIFORNIA
APPLICANT
NAME:
ADDRESS:
PHONE:
EMAIL:
OWNER
NAME:
ADDRESS:
PHONE:
EMAIL:
SITE PLAN & TITLE SHEET PREPARATION
COMPANY:
CONTACT:
PHONE:
EMAIL:
ADDRESS:
CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT
23300 WILDOMAR TRAIL
WILDOMAR, CA 92595
(951) 677-4400
ZONING:
SETBACKS
FRONT:
REAR:
SIDE (INTERIOR):
SIDE (STREET):
ALLOWABLE PROPOSED
DISTANCE BETWEEN STRUCTURES
ALLOWABLE PROPOSED
PARKING
REQUIRED PROVIDED
SIDE (CORNER):
LOT COVERAGE
ALLOWABLE PROPOSED
LOT SIZE:
APPLICANT AGREES TO PROVIDE ALL NECESSARY INFORMATION REQUIRED TO COMPLETE THESE CONSTRUCTION DOCUMENTS. MODIFICATIONS TO THE PERMIT-READY DOCUMENTS PROVIDED BY
MICHAEL BAKER INTERNATIONAL ARE TO BE DISCLOSED BY THE APPLICANT AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. ANY MODIFICATIONS TO THESE CONSTRUCTION DOCUMENTS REQUIRE EACH SHEET TO BE SIGNED BY THE PERSON WHO MADE THE CHANGES. ANY ADDITIONAL
SHEETS INCORPORATED INTO THESE DOCUMENTS ALSO REQUIRES A SIGNATURE BY THE PERSON WHO PREPARED THE INFORMATION. THE FOUNDATION DESIGN FOR THESE PERMIT-READY CONSTRUCTION DOCUMENTS ASSUMES STANDARD SOILS CONDITIONS AND LEVEL TOPOGRAPHY. IF SITE SPECIFIC
CONDITIONS REQUIRE A FOUNDATION DESIGN BEYOND WHAT IS PROVIDED IN THESE DOCUMENTS THE
THE APPLICANT IS TO PROVIDE A NEW FOUNDATION DESIGN THAT COMPLIES WITH THE RECOMMENDATION OF THE GEOGRAPHIC ENGINEER ’S REPORT.
BY SIGNING BELOW THE APPLICANT AGREES TO THE STATEMENT ABOVE AND WILL COMPLY WITH ALL LOCAL CODE REQUIREMENTS.
SIGNATURE: DATE:
VICINITY MAP
APPLICABLE CODES
AND STANDARDS:
WILDOMAR MUNICIPAL CODE
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)
WILDOMAR ADMINISTRATIVE PROVISIONS
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 2022 CALIFORNIA ENERGY CODE (CEEC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA FIRE CODE (CFC)
SITE ADDRESS:
OCCUPANCY GROUP: R3
CONSTRUCTION TYPE: VB
STORIES: 1
HEIGHT:
OWNER OR APPLICANT TO SELECT ONE OF THE FOLLOWING STYLES AND ONE OF EACH OF THE SUBSEQUENT OPTIONS WITHIN THE SELECTED STYLE. MARK SELECTIONS WITH "X". FINISH COLORS OF ADU TO MATCH PRINAICPAL DWELLING UNIT.
CRAFTSMAN
FIBER CEMENT LAP SIDING
STONE VENEER
FIBER CEMENT TRIM
COLOR:
COLOR:
COLOR:
ASPHALT SHINGLE ROOF
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
MONTEREY
STUCCO
FIRE CEMENT TRIM
COLOR:
COLOR:
CONCRETE TILE ROOF
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
MODERN FARMHOUSE
BOARD AND BATTEN FIBER CEMENT PANEL SIDING
EXTERIOR FIBER CEMENT TRIM
COLOR:
COLOR:
EXTERIOR SOFFITS, RAKES & EAVES
COLOR:
OPTION A - EXTERIOR GRADE TONGUE & GROOVE
OPTION B - FIBER CEMENT
ROOF MATERIAL
COLOR:
OPTION A - ASPHALT SHINGLE ROOF
OPTION B - STANDING SEAM METAL ROOF
WINDOWS
COLOR:
WINDOWS
COLOR:
WINDOWS
COLOR:
WASTE WATER
FIRE SPRINKLERS
GAS SERVICE
ADDITIONAL PERMITS TO BE OBTAINED BY APPLICANT
ADU TO HAVE NEW CONNECTION TO CITY SEWER MAIN
ADU TO CONNECTO EXISTING RESIDENCE SEWER LATERAL
SEPTIC (REQUIRES HEALTH DEPARTMENT APPROVAL)
UPGRADED SERVICE
EXISTING SERVICE TO REMAIN
NEW SERVICE
SIZE OF EXISTING SERVICE:
SIZE OF PROPOSED SERVICE:
EXISTING PRIMARY RESIDENCE CURRENTLY HAS FIRE SPRINKLERS
EXISTING PRIMARY RESIDENCE DOES NOT CURRENTLY HAVE FIRE SPRINKLERS
PROPERTY IS LOCATED IN THE VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFSZ)
PROPERTY IS NOT LOCATED IN THE VERY HIGH FIRE HAZARD SEVERITY ZONE
PROPOSED ADU IS REQUIRED TO HAVE FIRE SPRINKLERS IF THE EXISTING PRIMARY
RESIDENCE HAS FIRE SPRINKLERS
SPRINKLERS REQUIRED:
OPTION A - YES
OPTION B - NO
FIRE RATED DETAILS
1. 2.
3. 4.
FIRE RATED DETAILS ARE REQUIRED WHEN:
THE PROPERTY IS LOCATED IN THE VHFSV
BUILDING WALLS AND/OR ROOF EAVES ARE LESS THAN 5 FT FROM THE PROPERTY
LINE IN AN UNSPRINKLERED BUILDING
BUILDING WALLS AND/OR EAVES ARE LESS THAN 3 FT FROM THE PROPERTY LINE IN A SPRINKLERED BUILDING.
BUILDING WALLS AND/OR ROOF EAVES ARE LESS THAN 10 FT FROM THE MAIN
DWELLING OR ADJACENT BUILDING/STRUCTURE UNIT IN AN UNSPRINKLERED BUILDINGBUILDING WALLS AND/OR ROOF EAVES ARE LESS THAN 6 FT FROM THE
MAIN DWELLING UNIT ADJACENT BUILDING/STRUCTUREIN A SPRNKLERED BUILDING
OPTION A - YES
OPTION B - NO
FIRE RATED DETAILS REQUIRED:
HERS NOTES
ELECTRICAL SERVICE
UPGRADED SERVICE
EXISTING SERVICE TO REMAIN
NEW SERVICE
SIZE OF EXISTING SERVICE:
SIZE OF PROPOSED SERVICE:
APN:
ADDITIONAL PERMITS
FIRE SPRINKLERS (WHEN REQUIRED)
1. 2.
PHOTOVOLTAIC SYSTEM
SYSTEM MUST BE INSTALLED AND OPERATIONAL PRIOR TO FINAL BUILDING INSPECTION AND APPROVAL FOR ADU (WHEN REQUIRED).
FOR AN EXISTING PHOTOVOLATIC SYSTEM OF SUFFICIENT SIZE ON THE
PRIMARY RESIDENCE TO ACCOMODATE THE NEW ADU, THE
OWNER/APPLICANT IS TO PROVIDE A REPORT INDICATING THE
EXISTING SIZE OF THE PV PANEL.
OWNER OR APPLICANT TO MARK SELECTIONS WITH "X"
ROOF FRAMING
ROOF FRAMING PER DRAWINGS
ROOF TRUSSES
IN LIEU OF ROOF DETAILS PROVIDED ON THESE PLANS, OWNER IS TO CONTRACT
WITH AN INDEPENDENT TRUSS COMPANY AND SUBMIT TRUSS CALCULATIONS TO THE CITY OF WILDOMAR FOR APPROVAL. INDICATE ON THE CHECKLIST BELOW IF TRUSS PACKAGE WILL BE PROVIDED AS A SEPARATE SUBMITTAL.
ADDITIONAL SUPPORTING DOCUMENTS (BY APPLICANT)
COMPLETED COVER SHEET (G-0.0)
SITE PLAN SHEET (AS-1.1) FOR CITY OF
WILDOMAR REVIEW
DEMOLITION PERMIT IF REQUIRED HOLD HARMLESS AGREEMENT
TITLE 24 ENERGY CALCULATION REPORT
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR WHICH IT WAS
PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER TIME
AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR REDUCE THE RECIPIENT'S RESPONSIBILITY TO
VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO
WARRANTIES OF ANY NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY.
FURTHERMORE, THE RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS HARMLESS FROM ANY AND
ALL CLAIMS, SUITS, LIABILITY, DEMANDS, JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING
THERE FROM ANY USE OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
1. 2.
3. 4.
5. 6.
7. PROPERLY COMPLETED AND ELECTRONICALLY SIGNED CERTIFICATE OF INSTALLATION (CF2R FORMS) SHALL BE POSTED WEATHER PROTECTED WITHIN BUILDING FOR REVIEW BY INSPECTORS - EES 10-103( A)3, 10-103(B )1.A - BY THE
INSTALLING CONTRACTOR AND SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION AT THE SITE. FOR PROJECTS REQUIRING HERS VERIFICATION, THE CF2R FORMS SHALL BE REGISTERED WITH A CALIFORNIA APPROVED HERS PROVIDER DATA REGISTRY WITH ITS OWN UNIQUE 21 DIGIT REGISTRATION NUMBER LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 12 DIGITS WILL MATCH THE REGISTRATION NUMBER ASSOCIATED WITH THE CF1 R FORM. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE CF2R FORMS ARE REVIEWED AND APPROVED.
PROPERLY COMPLETED & ELECTRONICALLY SIGNED AND REGISTERED CERTIFICATE(S) OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (CF3R) SHALL BE
POSTED WEATHER PROTECTED WITHIN THE BUILDING SITE BY A CERTIFIED HERS RATER. A REGISTERED CF3R WILL HAVE A UNIQUE 25 DIGIT REGISTRATION NUMBER LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 20 DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION NUMBER ASSOCIATED WITH THE CF2R. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE CF3R IS REVIEWED AND APPROVED. EES 10-103(0)3, 10-103(B)1.A.
CF1 R REGISTRATION FORMS ARE LOCATED ON THE PLANS. IF REGISTRATION IS REQUIRED, A WATER-MARK AND REGISTRATION NUMBER WILL BE VISIBLE. QUALITY INSULATION INSPECTION - HIRE HERS RATER EARLY BEFORE DRYWALL. VARIABLE
CAPACITY HEAT PUMP - DUCTLESS UNITS ENTIRELY LOCATED IN CONDITIONED
SPACE, AIRFLOW IN HABITABLE ROOMS, WALL MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 S. F., VERIFY HEAT PUMP RATED CAPACITY, AND REFRIGERANT CHARGE. AT ADU -STUDIO, 1 BED, 2 BED & 2 BED 2 BATH - R-6 DUCTS IN CONDITIONED SPACE, VERIFIED EER/EER2, SEER/SEER2, HSPF, HEAT PUMP RATED HEATING CAPACITY, MIN AIRFLOW, REFRIGERANT CHARGE, & FAN WATT DRAW/FAN EFFICACY.
REFERENCE KEYNOTE MP14 ON SHEET MEP.1 FOR KITCHEN RANGE HOOD CFM REQUIREMENTS.
FOR IAQ FAN - PLEASE SEE SITE SPECIFIC CALCULATIONS FOR CFM REQUIRED FOR A CONTINUOUSLY OPERATING EXHAUST FAN. PROVIDE A TIMER SWITCH WITH A MANUAL OFF AND A SOUND RATING OF 1 SONE (3 SONES MAX FOR AN INTERMITTENT FAN). THIS FAN TO PROVIDE A WHOLE BUILDING INDOOR AIR QUALITY VENTILATION WITH OUTDOOR AIR IN COMPLIANCE WITH ASHRAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION.
PV SYSTEM SOLAR: SEE SITE SPECIFIC T24 SHEETS FOR KWDC REQUIRED. POSSIBLE PV EXCEPTION 2: NO PV REQUIRED WHEN MINIMUM PV SIZE < 1.8 KWDC(SECTION 150.1 (C)14) PV EXEMPTION BASED IN UPDATED ENERGY CALCULATIONS WITH SITE SPECIFIC INFORMATION.
SPECIAL FEATURES: VCHP REQUIRED ITEMS LISTED ABOVE, EXPOSED SLAB FLOORING, AND NEEA RATED HEAT PUMP WATER HEATER; SPECIFIC BRAND/MODEL OR EQ., AND SOLAR EXEMPTION 2 WAS TAKEN AT STUDIO & 1 BED NEW 2022 ELECTRIC READY REQUIREMENTS FOR NEW CONSTRUCTION: IF HEAT
PUMP WATER HEATER IS NOT INSTALLED, PROVIDE SPACE FOR THIS TYPE OF WATER HEATER. A 240V OUTLET IS REQUIRED FOR WATER HEATER, DRYER, AUTO CHARGING, AND STOVE INCLUDING BREAKER SPACE. ENERGY STORAGE SYSTEM FOR A FUTURE
BATTERY SYSTEM (BATTERY READY) IS REQUIRED IF FULL SYSTEM IS NOT INSTALLED.
GRADING PERMIT IF REQUIRED AS
DETERMINED BY CITY OF WILDOMAR
ENGINEERING DEPARTMENT
CONSTRUCTION WASTE MANAGEMENT
PLAN
COVER SHEET
G-0.0
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
FINAL DESIGN - 02/27/2026
3 BEDROOM B
G-0.0 COVER SHEET
G-0.1 EXTERIOR VIEWS - STYLE OPTIONS
G-0.2 CALGREEN RESIDENTIAL CHECKLIST
G-0.3 CALGREEN RESIDENTIAL CHECKLIST
AS-1.1 ARCHITECTURAL - SITE PLAN
A-1.0 GENERAL NOTES, ABBREVIATIONS, AND SYMBOL
A-1.1 3 BEDROOM B - FLOOR PLAN AND ROOF PLAN (CRAFTSMAN) A-1.2 3 BEDROOM B - FLOOR PLAN AND ROOF PLAN (MONTEREY) A-1.3 3 BEDROOM B - FLOOR PLAN AND ROOF PLAN (MODERN FARMHOUSE) A-2.1 3 BEDROOM B - EXTERIOR ELEVATIONS (CRAFTSMAN)
A-2.2 3 BEDROOM B - EXTERIOR ELEVATIONS (MONTEREY)
A-2.3 3 BEDROOM B - EXTERIOR ELEVATIONS (MODERN FARMHOUSE) A-3.1 3 BEDROOM B - BUILDING SECTIONS (CRAFTSMAN)
A-3.2 3 BEDROOM B - BUILDING SECTIONS (MONTEREY)
A-3.3 3 BEDROOM B - BUILDING SECTIONS (MODERN FARMHOUSE) A-5.1 DETAILS
A-5.2 ROOF DETAILS
A-6.1 WINDOW AND DOOR SCHEDULES & DETAILS
14' - 0"
NEW CONSTRUCTION OF A ONE STORY 1,095 SF 3 BEDROOM, 2 BATHROOM DETACHED ACCESSORY DWELLING UNIT.
REVISIONS
NO. DATE DESCRIPTION
MEP.0 MECHANICAL/ELECTRICAL/PLUMBING GENERAL NOTES
MEP.1 MECHANICAL/ELECTRICAL/PLUMBING PLANS
S0.1 STRUCTURAL NOTES & SPECIFICATIONS
S1.1 CRAFTSMAN FOUNDATION & FRAMING PLAN
S1.2 MONTEREY FOUNDATION & FRAMING PLAN
S1.3 FARMHOUSE FOUNDATION & FRAMING PLAN
S2.1 STRUCTURAL DETAILS
S2.2 STRUCTURAL DETAILS
T24.1 EXAMPLE TITLE 24 CALCULATIONS
T24.2 EXAMPLE TITLE 24 CALCULATIONS
T24.3 EXAMPLE TITLE 24 CALCULATIONS
SEAL
439
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
EXTERIOR VIEWS - STYLE OPTIONS
G-0.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
REVISIONS
NO. DATE DESCRIPTION
SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - MONTEREY
2 SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - MODERN FARMHOUSE
3 SCALE: 12" = 1'-0"
EXTERIOR PERSPECTIVE - CRAFTSMAN
1 440
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
CALGREEN RESIDENTIAL CHECKLIST
G-0.2
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
REVISIONS
NO. DATE DESCRIPTION
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 Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. 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 Section 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 an 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.
4.106.4.2.1 Reserved.
4.106.4.2.2 Multifamily dwellings, hotels and motels
1. EV ready parking spaces with receptacles.
a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles.
b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site.
Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency.
Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations:
1. For 20-ampere receptacles, NEMA 6-20R
2. For 30-ampere receptacles, NEMA 14-30R
3. For 50-ampere receptacles, NEMA 14-50R
2. EV ready parking spaces with EV chargers.
a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors.
b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests.
Where low power Level 2 EV charging receptacles or Level 2 EV chargers 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 EV chargers shall have a capacity of not less than 30 amperes.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1.
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 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location.
EVCS spaces shall be designed to comply with the following:
1. The minimum length of each EVCS space shall be 18 feet (5486 mm).
2. The minimum width of each EVCS space shall be 9 feet (2743 mm).
3. One in every 25 EVCS 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 EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following:
a. The EVCS 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.
b. The EVCS 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.
4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces.
In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where 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 Reserved.
4.106.4.2.4 Reserved.
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 multi-family buildings.
Where 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 EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.”
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.
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. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement) 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
441
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
CALGREEN RESIDENTIAL CHECKLIST
G-0.3
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
REVISIONS
NO. DATE DESCRIPTION
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 LIMIT1,2
(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 LIMITS1 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 COATINGS2,3
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. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement) Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
442
EXISTING MAIN DWELLING
STREET NAME
ADDRESS
FOOTPRINT AREA (SF)
F.F. ELEV
XXX' (DISTANCE)
N XX°XX'XX" W
XXX' (DISTANCE)
S XX°XX'XX" E
XXX' (DISTANCE)
N XX°XX'XX" W
XXX' (DISTANCE)
S XX°XX'XX" E
EXISTING SIDEWALK
CL
XX' - XX" XX' - XX" XX' - XX"
XX' - XX" XX' - XX" XX' - XX"
XX' - XX"
SETBACK
XX' - XX"
SETBACK
SETBACK
XX' - XX"
SETBACK
XX' - XX"
X
PROPOSED ADU
EXAMPLE
FOOTPRINT AREA (SF)
F.F. ELEV
XX' - XX"
ADU LENGTH
XX' - XX" XX' - XX"
XX' - XX"
ADU WIDTH
X' - X" XX' - XX"
INDICATE ROOF
OVERHANGS AND
PORCHES
EXISTING DRIVEWAY
SLOPE (2% MIN, 12% MAX)
SLOPE DN
EXISTING
SHED
XX' - XX"
XXXXXXXXXXX
EXISTING
RETAINING WALL
PROPERTY
LINE, TYP.
SETBACK
LINE, TYP.
XXX
XXX
PLAN
NORTH
N
EXISTING FENCE
XX' - XX"
EASEMENT
XX' - XX"
0 SCALE:
5' - 0" 10' - 0" 20' - 0"
1" = 10' - 0"
EXISTING
HARDSCAPE PATIO
EXISTING
CURB
XX' - XX"
G G G
G
G
GE E E E E
W
SS SS SS SS SS SS SS SS SS
E
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
1. 2.
3. 4.
5. 6.
7. 8.
9. REFER TO GENERAL NOTES SHEET A1.0 FOR ADDITIONAL
REQUIREMENTS.
CALL BEFORE YOU DIG! CONTACT UNDERGROUND SERVICE
ALERT OF CALIFORNIA AT LEAST TWO WORKING DAYS PRIOR TO
EXCAVATING, NOT INCLUDING THE DATE OF NOTIFICATION.
LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM
FOUNDATION WALLS. THE GRADE SHALL FALL NOT FEWER THAN
6 IN WITHIN THE FIRST 10 FT (5% MIN).
WHERE LOT LINES, WALLS, SLOPES, OR OTHER PHYSICAL
BARRIER PROHIBIT 6 IN OF FALL WITHIN 10 FT, DRAINS OR
SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY
FROM THE STRUCTURE.
IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING
FOUNDATION SHALL BE SLOPED NOT LESS THAN 2% AWAY FROM
THE BUILDING.
DWELLING UNITS 150 FT OR MORE FROM A PUBLIC RIGHT-OFWAY SHALL BE REQUIRED TO PROVIDE "ALL-WEATHER ACCESS"
FOR EMERGENCY VEHICLES AS REQUIRED BY THE RIVERSIDE
COUNTY FIRE DEPARTMENT.
EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A
CLEAN OUT AT ITS UPPER TERMINAL, AND EACH RUN OF PIPING THAT IS MORE THAN100 FEET IN TOTAL DEVELOPED LENGTH
SHALL BE PROVIDED WITH A CLEAN OUT FOR EACH 100 FEET, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN
ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE
FOR EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION
EXCEEDING 135 DEGREES. [CPC 2022 SECTION 707.4]
PLUMBING FIXTURES AND FITTINGS INSTALLED IN RESIDENTIAL
BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE
REQUIREMENTS OF SECTIONS 4.303.1.1 - 4.303.1.4.4 OF CRC 2022.
PLUMBING FIXTURES AND FITTINGS REQUIRED IN SECTION
4.303.1 SHALL BE INSTALLED IN ACCORDANCE WITH CPC 2022
AND SHALL MEET THE APPLICABLE REFERENCE STANDARDS.
SITE PLAN GENERAL SHEET NOTES
SITE PLAN CHECKLIST REQUIREMENTS
APPLICANT NAME, ADDRESS, AND CONTACT INFORMATION
PROPERTY OWNER NAME, ADDRESS, AND CONTACT
INFORMATION IF DIFFERENT FROM APPLICANT
ACCESSOR'S PARCEL NUMBER OF PROPERTY WHERE THE ADU
IS PROPOSED
PROPERTY LINE METES AND BOUNDS
FOOTPRINT AND AREA OF EXISTING AND PROPOSED BUILDINGS
AND STRUCTURES
BUILDING SEPARATION DIMENSIONS BETWEEN THE PROPOSED
ADU AND ANY EXISTING BUILDING AND STRUCTURES
LOCATION AND HEIGHT OF ALL FENCES AND RETAINING WALLS
INDICATE AND DIMENSION ALL REQUIRED AND PROPOSED
SETBACKS AND LABEL YARDS
PROVIDE LOT AREA
LOT COVERAGE CALCULATION
LOCATION AND SIZE OF EXISTING AND NEW UTILITIES
INCLUDING LATERAL LINES, WELLS, SEPTIC TANKS, LEACH
LINES, EXISTING SEEPAGE PITS, AND DRAINAGE STRUCTURES.
PROVIDE LOCATION OF SEWER CLEANOUTS.
IDENTIFY THE PIPING MATERIALS FOR EACH PLUMBING
SYSTEM.
LOCATION AND DIMENSIONS OF ALL EASEMENTS
INDICATE ALL METHODS OF CIRCULATION INCLUDING
SIDEWALKS, STREETS, DRIVEWAYS, OFF-STREET PARKING,
PATHWAYS, AND ANY HARDSCAPING.
LOCATION OF EXISTING AND NEW METERS
INDICATE SUBPANEL SIZE AND PROVIDE AN ELECTRICAL LOAD
CALCULATION FOR THE EXISTING PANEL TO VERIFY THE
CAPCITY OF THE EXISTING PANEL IS SUFFICIENT TO CARRY
THE LOAD OF THE EXISTING LOAD AND NEW SUBPANEL.
SITE CONTOURS, SPOT ELEVATIONS AT ALL STAIRS, RAMPS &
LANDINGS, AND FINISH FLOOR ELEVATIONS
LOCATION OF PROPOSED VEGETATION
LEGEND OF SYMBOLS, LINE TYPES, AND ABBREVIATIONS
DRAWING SCALE
NORTH ARROW
LEGEND
CONCRETE PAVING
LANDSCAPE AREA
PROPERTY LINE
SETBACK
EXISTING CONTOURS
NEW CONTOURS
RETAINING WALL
XX FENCE LINE
EASEMENT
ELECTRICAL UTILITY LINE
GAS UTILITY LINE
WATER UTILITY LINE
SEWER LINE
SPOT ELEVATION
EGW
XXX' SS
XXX'
ELECTRICAL PANEL
(SIZE)
GAS METER
W WATER METER EG
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:
Date:
Scale:
Consultant
AS NOTED
ARCHITECTURAL - SITE PLAN
AS-1.1
© Baker 2026
208026
CITY OF WILDOMAR - ACCESSORY DWELLING UNITS
02/27/2026
FINAL DESIGN - 02/27/2026
SCALE: 1" = 10'-0"
SAMPLE SITE PLAN
1 REVISIONS
NO. DATE DESCRIPTION
443
ARCHITECTURAL MATERIALS LEGEND
CONCRETE
EARTH
BATT INSULATION
ROOF, TAPERED, CAVITY OR RIGID INSULATION
PLYWOOD
HORIZONTAL FIBER CEMENT SIDING
BOARD AND BATTEN SIDING
STONE VENEER
STUCCO
TILE ROOF
STANDING SEAM METAL ROOF
SHINGLE ROOF
BY USING THESE PERMIT READY CONSTRUCTION DOCUMENTS, THE RECIPIENT
ACKNOWLEDGES, ACCEPTS, AND VOLUNTARILY AFFIRMS THE FOLLOWING CONDITIONS:
1. THE USE OF THIS INFORMATION IS RESTRICTED TO THE ORIGINAL PROJECT FOR
WHICH IT WAS PREPARED FOR THE PERMIT READY ACCESSORY DWELLING (ADU) PROGRAM FOR THE CITY OF WILDOMAR ONLY. THIS IS A LIMITED SET OF
STANDARDIZED ADU PLANS AND SPECIFICATIONS APPROVED BY THE CITY OF WILDOMAR BUILDING & SAFETY DEPARTMENT. BUILDING CODES DO CHANGE OVER
TIME AND RECIPIENT SHALL ENSURE FULL COMPLIANCE UNDER ALL CODES THEN IN EFFECT AT THE TIME OF THE SUBJECT PERMIT. THIS DOES NOT ELIMINATE OR
REDUCE THE RECIPIENT'S RESPONSIBILITY TO VERIFY ANY AND ALL INFORMATION RELEVANT TO THE RECIPIENT'S WORK AND RESPONSIBILITY ON THIS PROJECT.
MICHAEL BAKER INTERNATIONAL SHALL NOT BE RESPONSIBLE FOR TRANSLATION ERRORS. DO NOT USE THESE CONSTRUCTION DOCUMENTS IF THE PERMIT HAS EXPIRED OR IS REVOKED AT ALL.
2. THE RECIPIENT RECOGNIZES AND ACKNOWLEDGES THAT THE USE OF THIS
INFORMATION WILL BE AT THEIR SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO MICHAEL BAKER INTERNATIONAL. NO WARRANTIES OF ANY
NATURE, WHETHER EXPRESS OR IMPLIED, SHALL ATTACH TO THESE DOCUMENTS AND THE INFORMATION CONTAINED THEREIN. ANY USE, REUSE, OR ALTERATION
OF THESE DOCUMENTS BY THE RECIPIENT OR OTHERS WILL BE AT THE RECIPIENT'S RISK AND FULL LEGAL RESPONSIBILITY. FURTHERMORE, THE
RECIPIENT WILL, TO THE FULLEST EXTENT PERMITTED BY THE LAW, DEFEND,
INDEMNIFY AND HOLD MICHAEL BAKER INTERNATIONAL AND ITS ARCHITECTS
HARMLESS FROM ANY AND ALL CLAIMS, SUITS, LIABILITY, DEMANDS,
JUDGEMENTS, OR COSTS ARISING OUT OF OR RESULTING THERE FROM ANY USE
OF THESE CONSTRUCTION DOCUMENTS FOR OR ON ACCOUNT OF ANY INJURY,
DEATH, DAMAGE OR LOSS TO PERSONS OR PROPERTY, DIRECT OF CONSEQUENTIAL DAMAGES IN ANY AMOUNT. THIS INDEMNITY DOES NOT APPLY
TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF MICHAEL BAKER INTERNATIONAL OR ITS ARCHITECTS.
3. MICHAEL BAKER INTERNATIONAL REPRESENTED BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION.
4. IF THE RECIPIENT DOES NOT AGREE WITH THE ABOVE CONDITIONS, DO NOT
PROCEED WITH CONSTRUCTION OF AN ADU OR OTHER IMPROVEMENT UNDER THESE PLANS AT ALL.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
15. 16.
17. 18.
19. CONSTRUCTION AND CONSTRUCTION DOCUMENTATION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES, LAWS AND SAFETY ORDERS AS DIRECTED BY LOCAL JURISDICTION.
APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. [CRC R105.3.2]
EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS THE WORK AUTHORIZED COMMENCES WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS. [CRC R105.5]
ALL DIMENSIONS ARE IN FEET / INCHES UNLESS NOTED OTHERWISE.
DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER IF A DISCREPANCY IS FOUND.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
ALL NON-DIMENSIONED DOOR LOCATIONS SHALL BE LOCATED 3 ½ ” FROM THE ADJACENT WALL TO THE HINGE SIDE OF THE DOOR OPENING.
DETAILS SHOWN ON DRAWINGS ARE TYPICAL FOR ALL SIMILAR CONDITIONS.
DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND ARE TO BE REVIEWED AND APPROVED BY THE CTIY OF WILDOMAR.
VERIFY ALL DIMENSIONS IN THE FIELD AND COORDINATE DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS WITH FABRICATION AND FIELD CONDITIONS. STAKE OUT STRUCTURE FOR OWNER ’S APPROVAL PRIOR TO STARTING ANY WORK.
CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS REQUIRED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES SPECIFIED.
CONTRACTOR SHALL CLEAN, PATCH AND REPAIR ALL SURFACES DAMAGED BY DEMOLITION, ALTERATION OR INSTALLATION OF THE WORK.
CONTRACTOR AND SUBCONTRACTOR SHALL ALL BE LICENSED TO PERFORM THEIR REQUESTED DUTIES AS REQUIRED IN ACCORDANCE WITH LOCAL STANDARDS.
PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. THE GENERAL
CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS. GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION.
APPLICANT IS RESPONSIBLE FOR PROVIDING SITE PLAN TO THE CITY FOR REVIEW AND APPROVAL.
PHOTOVOLTAIC SYSTEM (PV) SHALL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION.
AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITY WITHIN A PUBLIC STREET RIGHT-OF-WAY.
PROVIDE CONSTRUCTION WASTE MANAGEMENT PLAN PER 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE.
GENERAL NOTES
1. 2.
3. 4.
5. 6.
7. 1.