Agenda packet — Wildomar City Council, March 11, 2026 (part 5 of 5)

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:

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:

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:

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

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
444
D W
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

BEDROOM BEDROOM
LIVING

BEDROOM
CLOSET
CLO.

CLOSET
BATH
BATH
2' - 1"

WALK-IN CLOSET
4' - 6"
12' - 5"
10' - 2" 5' - 8"
14' - 0" 3' - 1"
2' - 6"
5' - 9" 5' - 9" 10' - 5"
14' - 9"
11' - 7" 2' - 1" 27' - 10"

KITCHEN

ALTERNATE

WALK-IN CLOSET
8' - 1" 2' - 10"

1.01 A
AA
AA
A
63 8
4 5
9 9.1
10 A
2 AA
7 AA
A
BB
3 A-3.1
321
CD
15' - 0"
12' - 7"
A
31' - 0"
43' - 0"
15' - 4" 15' - 8"
34' - 0" 9' - 0"
2' - 11"
B
14' - 8 1/2" 19' - 3 1/2" 9' - 0"
SLOPE
DOWN

SLOPEDOWN
SLOPE
DOWN
DOWN
SLOPE
5' - 11" 3' - 0" 5' - 3" 3' - 0" 9' - 0" 3' - 0" 1' - 10" 4' - 1 1/2" 3' - 0" 1' - 1" 3' - 0" 6' - 9" 3' - 0" 1' - 1" 3' - 0" 6' - 9" 2' - 11" 1' - 1" 2' - 11" 4' - 3 1/2" 1' - 10" 3' - 0" 10' - 6"

1.20 1.07

1.07 1.17

1.09 1.14

1.03 1.17

1.03 1.15

1.19 1.17

1.17 1.17

1.10 1.11

1.12 1.13

1.08 1.16
TYP.

LINE ABOVE,
TYP.

1.10 1.11

1.12 1.13

1.03 1.04
2' - 8" 3' - 0" 1' - 1" 3' - 0" 11" 3' - 0" 2' - 0"
12' - 4 1/2" 2' - 8" 3' - 7" 2' - 8" 3' - 10" 3' - 0" 1' - 1" 3' - 0" 1' - 9 1/2" A 1.04

1.05 1.06
A
1 1.17

LINE OF CLG
ABOVE, TYP.

CLOSET

1.21 PATIO

1.25 1.23

1.24 1.23

1.23 1.23
A-5.1
2B
A-5.1
1B
TYP.

A-5.1
1A TYP.

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
CDAB

SETBACK
2' - 0" 1' - 6" 2' - 0"
2' - 0" 3' - 0"
2' - 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
(229 SF / 150) = 1.52 SF MIN. [220 SQ. IN.]

ENCLOSED RAFTER SPACE
(966 SF / 150) = 6.44 SF MIN. [928 SQ. IN.]

ROOF VENTING CALCULATIONS
WALLS AND PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL COMPLY WITH CRC TABLES R302.1(1) AND (2).

VENT TYPE A: 1/2" X 14" (24 SQ. IN. VENTING AREA), EQUALLY SPACED.

VULCAN FIRE STOPPING SOFFIT VENT OR EQUIVALENT.
(5) TYPE A VENTS
(2) TYPE B VENTS
(39) TYPE A VENTS
VENT TYPE B: 1" X 120" (50 SQ. IN. VENTING AREA), CENTERED.

VULCAN CONTINUOUS RIDGE VENT OR EQUIVALENT.

ROOF VENTING KEY PLAN

ATTIC SPACE

ENCLOSED

RAFTER SPACE
N.T.S
LEGEND
INDICATES LOCATION OF REINFORCEMENT FOR AGING-INPLACE DESIGN AND FALL PROVENTION. SEE 9/A-5.1 FOR ADDITIONAL INFORMATION.

A PROVIDE SAFETY GLAZING PER CRC R308.4.2
Sheet #
DCBA
1 2345
12345
SEAL
40810 COUNTY CENTER DRIVE
SUITE 200
TEMECULA, CA 92591
Project Number:

Date:

Scale:

Consultant

AS NOTED
3 BEDROOM B - 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: 1195 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 BATHROOM SHALL COMPLY WITH AGING-IN-PLACE

REQUIREMENTS

REVISIONS
NO. DATE DESCRIPTION
445
D W
REF.

DW
1 A-3.2
2 A-3.2
A-2.2 2
A-2.2 3
A-2.2 4
A-2.2 1

BEDROOM BEDROOM

BEDROOM
CLOSET
CLO.

BATH

WALK-IN CLOSET
4' - 5"

KITCHEN

ALTERNATE

WALK-IN CLOSET
8' - 1"
CLOSET

1.01 A
AA
AA
A
3 6
8 4
5 9

9.1 10
A
A
2 A
7 AA
A
BB
3 A-3.2
321
CD
2' - 1"

WALK-IN CLOSET
4' - 6"
12' - 5"
10' - 2" 5' - 8"
14' - 0" 3' - 1"
2' - 6"
5' - 9" 5' - 9" 10' - 5"
14' - 9"
11' - 7" 2' - 1" 27' - 10"
2' - 10"
A
31' - 0"
43' - 0"
15' - 4" 15' - 8"
34' - 0" 9' - 0"
12' - 7"
15' - 0"
B
14' - 8 1/2" 19' - 3 1/2" 9' - 0"
2' - 11"
SLOPE
DOWN

SLOPEDOWN
DOWN
SLOPE
5' - 11" 3' - 0" 5' - 3" 3' - 0" 9' - 0" 3' - 0" 1' - 10" 4' - 1 1/2" 3' - 0" 1' - 1" 3' - 0" 6' - 9" 3' - 0" 1' - 1" 3' - 0" 6' - 9" 2' - 11" 1' - 1" 2' - 11" 4' - 3 1/2" 12' - 4 1/2" 2' - 8" 3' - 7" 2' - 8" 3' - 10" 3' - 0" 1' - 1" 3' - 0" 1' - 9 1/2" 1' - 10" 3' - 0" 10' - 6"

1.20 1.04

1.07 1.07

1.17 1.09

1.14 1.03

1.17 1.03

1.15 1.19

1.17 1.17

1.10 1.11

1.12 1.13

1.08 1.16
TYP.

LINE ABOVE,
TYP.

1.10 1.11

1.12 1.13

1.03 2
2' - 8" 3' - 0" 1' - 1" 3' - 0" 11" 3' - 0" 2' - 0" A A 1

1.17 LINE OF CLG
ABOVE, TYP.
3' - 10"
SLOPE
DOWN
CLOSET

1.21 1.04

1.05 1.06
PATIO
BATH

1.17 1.25
LIVING

1.23 1.24

1.23 1.23

1.23 A-5.1
3B
TYP.

A-5.1
3A
TYP.
1 A-3.2
2 A-3.2
A-2.2 2
A-2.2 3
A-2.2 4
A-2.2 1
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE
4"/12"
SLOPE 4"/12"

1.02 3
A-3.2
321
CDAB

SETBACK
1' - 6"
SLOPE
DOWN

1.18 1.18
1' - 3" 13' - 2" AWNING 1' - 3"
AWNING
3' - 10"
8"
8"
8"
8" 8"
8"

1.22B