Cities Index.
Agenda packet, regular meeting, first session

Antioch City Council
September 8, 2026

Document
Agenda packet, regular meeting, first session
Meeting
September 8, 2026
Body
Antioch City Council
Pages
12
Original file
60.2 MB
Text extracted from the city's file for reading and search. Open the original on www.antiochca.gov. That file is the official record.

I HEREBY CERTIFY that the foregoing resolution was passed and adopted by the City Council of the City of Antioch at a regular meeting thereof, held on th e 8th day of September 2026 by the following vote:

A
YES:

N
OES:

ABS
TAIN:

ABS
ENT:
___
_______________________________
MICHAEL J. MANDY

CITY CLERK OF THE CITY OF ANTIOCH
A2
Plan 1
ATTACHMENT "B"
B1
*OWNER/APPLICANT REQ. TO SELECT ONE OPTION FOR ALL OF THE FOLLOWING AND MARK THROUGH NON-APPLICABLE OPTIONS & VIEWS THROUGHOUT SET:

SPANISH COLONIAL

CALIFORNIA RANCH

STYLE OPTIONS
(ALL STYLES)

COVERED FRONT PORCH OPTION
(B) NO, SEE VIEW:
(A) YES

PLAN OPTIONS

WATER HEATER
(B) ALTERNATE WATER HEATER SPECIFIED BY A NEW T24 ENERGY REPORT IS PROVIDED AND APPROVED. MFR & MODEL: __________________________ ____
(A) WATER HEATER, SPECIFIED BRAND/MODEL PER TITLE 24

MID-CENTURY MODERN
(SEE ELEVATION SHEET FOR SPECIFIC MATERIALS SELECTION)
/4 A1-101
PROJECT SCOPE:

1. 2.

CONSTRUCTION OF A NEW DETACHED 1 STORY 350 SF ACCESSORY DWELLING UNIT WITH 0 BEDROOMS AND 1 BATH.

ALL THE WORK SHOWN IN THE DRAWINGS AND SPECIFICATIONS.

PROJECT DIRECTORY PROJECT INFORMATION

UTILITIES
ADDRESS:

CONTACT:

EMAIL:

PHONE:

RRM DESIGN GROUP
3765 S. HIGUERA ST, SUITE 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

ARCHITECT

RANDY RUSSOM
[email protected]

USER LICENSE AGREEMENT

SIGNATURE DATE

VICINITY MAP (TO BE PROVIDED BY OWNER OR APPLICANT)
_________________________________________WATER AND SEWER SERVICE

ELECTRICAL SERVICE

GAS SERVICE

SEWER SERVICE
_________________________________________
_________________________________________
_________________________________________
(TO BE PROVIDED BY APPLICANT OR OWNER)
*FOR BUILDING DEPARTMENT REVIEW, INITIAL WHEN SECTION HAS BEEN REVIEWED

1. 2.

3. 4.

5. ANY PROPOSED ENERGY STORAGE SYSTEM (ESS) SHALL FOLLOW SINGLE-FAMILY RESIDENTIAL MANDATORY REQ. SUMMARY SECTION 150.0(s) AND WILL REQUIRE A SEPARATE PERMIT TO BE PULLED BY APPLICANT.

VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION (VERIFICATION DETAILS FROM VCHP STAFF REPORT, APPENDIX B, AND RA3) (PER TITLE 24).

THIS PLAN IS INTENDED FOR FLAT LOTS (SLOPING LESS THAN 10" ACROSS THE

LONGEST BUILDING DIMENSION), WITHOUT HIGHLY EXPANSIVE OR LIQUEFIABLE

SOILS, WHERE THE MAIN DWELLING UNIT IS SUPPORTED IN SHALLOW FOOTINGS WITH SLABS ON GRADE CONSTRUCTION. IF THE PROJECT SITE DEVIATES FROM ANY

OF THE AFOREMENTIONED QUALITIES, AS DETERMINED BY THE BUILDING OFFICIAL,

THERE PRE-APPROVED ADU FOUNDATION PLANS AND DETAILS ARE NOT APPLICABLE.

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE

INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2025 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW.

FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. _____________________________________
_____________________________________
PREPARED BY:

DATE PREPARED:

JOB NUMBER:

CARSTAIRS ENERGY

ENERGY COMPLIANCE
JUNE 24, 2026
26-062420
•
•
•
•
•
•
•
•
•
•
HERS VCHP:

HERS RATER WILL NEED TO FOLLOW THE VERIFICATION AND TESTING

PROTOCOL FOR THE VARIABLE CAPACITY HEAT PUMP CREDIT REQUIREMENTS,

INCLUDING BUT NOT LIMITED TO, VERIFIED REFRIGERANT CHARGE, VERIFIED MINIMUM HSPF AND EER/SEER, AND CAPACITY; DUCTLESS INDOOR UNITS

AND THE
COMPONENTS ARE WITHIN THE CONDITIONED ENVELOPE; AND AIRFLOW PROVIDED TO ALL HABITABLE SPACES (BEDROOMS AND LIVING SPACE).

THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD-VERIFIED

BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE OF THIS COMPUTER ANALYSIS. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY.

QUALITY INSULATION INSTALLATION (QII)

INDOOR AIR QUALITY VENTILATION
KITCHEN RANGE HOOD TABLE 150.0-G160

VERIFIED REFRIGERANT CHARGE
AIRFLOW IN HABITABLE ROOMS (SC3.1.4.1.7)

VERIFIED HEAT PUMP RATED HEATING CAPACITY
WALL-MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 FT2 (SC3.4.5)

DUCTLESS INDOOR UNITS LOCATED ENTIRELY IN CONDITIONED SPACE (SC3.1.4.1.8)

BATHROOM, KITCHEN, AND WHOLE HOUSE VENTILATION

WHEN PHOTOVOLTAIC SYSTEM IS REQUIRED (SEE PV SECTION FOR

SELECTION)
SEE SHEET S-103 FOR REQUIRED SPECIAL INSPECTIONS

A REGISTERED DESIGN PROFESSIONAL SHALL COMPLETE THE CITY OF ANTIOCH STATEMENT OF REQUIRED SPECIAL INSPECTIONS CERTIFICATE (FORM PLG-240) PRIOR TO PERMIT ISSUANCE. IDENTIFY THE TYPE OF WORK REQUIRING SPECIAL

INSPECTIONS IN THE PLANS AND THE INDIVIDUALS OR FIRMS RESPONSIB

LE FOR THE
SPECIAL INSPECTION ELEMENT(S). FOR FURTHER INSTRUCTIONS SEE S-103.

OWNER/APPLICANT HAS COMPLETED SPECIAL INSPECTION FORM
OWNER/APPLICANT SIGNATURE:____________________________
OWNER/APPLICANT TO SIGN & SUBMIT SEPARATE SUPPORTING DOCUMENT "USER LICENSE AGREEMENT" IN ADDITION TO SIGNING THIS USER AGREEMENT BELOW:

BY USING THESE PERMIT READY ACCESSORY DWELLING UNIT CONSTRUCTION

DOCUMENTS, THE USER AGREES TO RELEASE, HOLD HARMLESS, AND INDEMNIFY

THE CITY OF ANTIOCH, ITS ELECTED OFFICIALS AND EMPLOYEES, RRM DESIGN

GROUP, AND THE ARCHITECT OR ENGINEER WHO PREPARED THESE

CONSTRUCTION DOCUMENTS FROM ANY AND ALL CLAIMS, LIABILITIES, SUITS AND

DEMANDS ON ACCOUNT OF ANY INJURY, DAMAGE OR LOSS TO PERSONS OR

PROPERTY, INCLUDING INJURY OR DEATH, OR ECONOMIC LOSSES, ARISING OUT OF THE USE OF THESE CONSTRUCTION DOCUMENTS.

THE PLANS ATTACHED HERE ARE APPROVED FOR ONLY USE IN CITY OF ANTIOCH.

NO DEVIATIONS, ALTERATIONS, OR OPTIONS BEYOND THOSE SPECIFICALLY

INDICATED IN THE PLANS ARE ALLOWED WITHOUT PRIOR APPROVAL BY THE ISSUING JURISDICTION AND CHIEF BUILDING OFFICIAL. THIS SET OF PLANS SHALL NOT BE USED FOR A PUBLIC HOUSING PROJECT.

1. 2.

3. 4.

5. 6.

7. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU AND APPROVED PRIOR TO INSTALLATION. PLANS AND INSTALLATION MUST BE BY A C16 LICENSED SPRINKLER CONTRACTOR.

SECTION 903.3.1.3 NFPA 13D SPRINKLER SYSTEMS AUTOMATIC FIRE SPRINKLER SYSTEMS INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3.

SECTION 903.2.8 GROUP R AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA.

SECTION 903.2.8.1 GROUP R-3 AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.3 SHALL BE PERMITTED IN GROUP R-3 OCCUPANCIES.

LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM 1 INCH WATER SHALL BE INSTALLED.

A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL INSPECTION.

A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR TO FRAME INSPECTION. ONLY THE NEW PIPING SHALL BE TESTED.

FIRE PROTECTION

TRUSS CALCULATIONS
FIRE SPRINKLER (IF APPLICABLE, SEE FIRE SPRINKLERS SECTION.)

DEFERRED SUBMITTAL(S)
SITE INFORMATION:

APN:

LOT SIZE (SQ FT):

EXISTING USE:

LAND USE:

PROPOSED USE:

LOT COVERAGE

ACCESSORY
STRUCTURE(S) SF:

REAR: 4' - 0"
PRIMARY BUILDING SF: FRONT:

SIDES: 4' - 0"

SETBACKS
_____________
_____________
_____________
_____________
MIN.

REQUIRED: PROPOSED:

FIRE SPRINKLERS (WHEN REQUIRED) NOTES:

DOES THE PRIMARY RESIDENCE HAVE NFPA 13D SPRINKLERS?
NO: THEREFORE, THE PROPOSED ADU IS NOT REQUIRED TO BE SPRINKLERED YES: THEREFORE, THE PROPOSED ADU IS REQUIRED TO BE SPRINKLERED (TO BE PROVIDED BY

OWNER / APPLICANT)
BUILDING INFORMATION:

CONSTRUCTION TYPE: VB
MAX HEIGHT ALLOWED:

ZONING:

SPRINKLERED: (SEE FIRE SPRINKLER

SECTION ON THIS SHEET)
PROPOSED HEIGHT: _______
NUMBER OF STORIES: 1 OCCUPANCY GROUP: R-3
CITY OF ANTIOCH PRE-APPROVED ADU - PLAN 1

SHEET INDEX
G-001 TITLE SHEET - PLAN 1
G-101 GENERAL NOTES
G-102 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS
G-201 CAL GREEN RESIDENTIAL MANDATORY MEASURES
G-202 CAL GREEN RESIDENTIAL MANDATORY MEASURES
T24-100 CAL GREEN RESIDENTIAL MANDATORY REQUIREMENTS
T24-101 ENERGY COMPLIANCE - PLAN 1
T24-102 ENERGY COMPLIANCE - PLAN 1
AS101 EXAMPLE SITE PLAN
AS102 ARCHITECTURAL SITE PLAN
A1-100 PLAN 1 RENDERINGS
A1-101 FLOOR PLAN 1
A1-111 MECHANICAL, & ELECTRICAL PLANS
A1-121 ROOF PLAN & REFLECTED CEILING PLAN - CAL RANCH
A1-122 ROOF PLAN & REFLECTED CEILING PLAN - MID-CENTURY MODERN A1-123 ROOF PLAN & REFLECTED CEILING PLAN - SPANISH COLONIAL A1-201 ELEVATIONS & SECTIONS - CAL RANCH
A1-202 ELEVATIONS & SECTIONS - MID-CENTURY MODERN
A1-203 ELEVATIONS & SECTIONS - SPANISH COLONIAL
A-901 ARCHITECTURAL DETAILS - COMMON
A-902 ARCHITECTURAL DETAILS - COMMON
A-903 ARCHITECTURAL DETAILS - COMMON
A-904 ARCHITECTURAL DETAILS - COLUMNS
A-905 ARCHITECTURAL DEATILS - CALIFORNIA RANCH
A-906 ARCHITECTURAL DETAILS - CALIFORNIA RANCH
A-907 ARCHITECTURAL DETAILS - MID-CENTURY MODERN
A-908 ARCHITECTURAL DETAILS - SPANISH COLONIAL
A-911 ARCHITECTURAL DETAILS - ASPHALT SHINGLE ROOF
A-911W ARCHITECTURAL DETAILS - ASPHALT SHINGLE ROOF - WUI A-912 ARCHITECTURAL DETAILS - S-TILE ROOF
A-912W ARCHITECTURAL DETAILS - S-TILE ROOF - WUI
A-921 REFERENCE - PRODUCT DATA - ROOF VENT
S-101 SHEET INDEX, ABBREVIATION & SYMBOLS
S-102 GENERAL NOTES
S-103 GENERAL NOTES, SPECIAL INSPECTION & TESTS
S-201 CAL RANCH ROUNDATION & ROOF FRAMING PLAN
S-211 MID CENTURY MODERN FOUNDATION & ROOF FRAMING PLAN S-221 SPANISH COLONIAL FOUNDATION & ROOF FRAMING PLAN
S-301 TYPICAL CONCRETE DETAILS
S-311 CONCRETE DETAILS
S-401 TYPICAL WOOD DETAILS
S-402 TYPICAL WOOD DETAILS
S-403 TYPICAL WOOD DETAILS
S-404 TYPICAL WOOD DETAILS
S-421 ROOF FRAMING DETAILS
S-422 ROOF FRAMING DETAILS
Grand total: 46
LOT COVERAGE SF:

FLOOR AREA RATIO:

BETWEEN
STRUCTURES:

HERS QII REQUIRED

OWNER / APPLICANT TO LIST SERVICE PROVIDERS IN SPACES BELOW (SEE SITE PLAN, SHEET AS101 FOR INFORMATION AND LOCATIONS OF ALL UTILITIES)

ELECTRICAL PANEL (SEE PLANS & SITE PLAN FOR LOCATION)
NOTE: SPECIFY IF THE ADU WILL HAVE ITS OWN SEPARATE UTILITY SERVICE INSTALLED OR IF THE ADU WILL BE SUB-FED FROM AN EXISTING ADEQUATE SERVICE.

PROVIDE COMPLETE ELECTRICAL LOAD CALCULATIONS FOR REVIEW. IF SUB-FED,

PLEASE PROVIDE A SECOND AND SEPARATE LOAD CALCULATION OF THE EXISTING SERVICE TO JUSTIFY IT IS ADEQUATE FOR THE ADDITIONAL LOADS. (B) A NEW ELEC. SUBPANEL CONNECTS TO THE ELEC. MAIN PANEL OF 220 AMP ON THE PRIMARY HOME WITH A 225 AMP MIN. BUSBAR RATING
(A) NEW ELEC. MAIN PANEL OF 200 AMP WITH 225 AMP MIN. BUSBAR RATING (C) NEW ELEC. MAIN PANEL MIN. 400 AMP DUAL METER AT PRIMARY HOUSE WITH A NEW ELEC. SUB-PANEL AT ADU THAT CONNECTS TO THE MAIN PAN EL

THE ADU AND PRIMARY DWELLING UNIT SHALL HAVE SEPARATE, INDEPENDENT WATER SUPPLY AND SANITARY SEWER SYSTEMS.

NOTE: A NEW SEPTIC SYSTEM IS ONLY PERMITTED WHEN NO PUBLIC SEWER IS DEEMED AVAILABLE; A PERCOLATION REPORT AND SEPTIC DESIGN ARE REQ.) IF NO, SELECT ONE OF THE FOLLOWING:

NEW SEWER LINES CONNECTED DIRECTLY TO PUBLIC RIGHT OF WAY.

NEW SEWER LINES BRANCHED OFF EXISTING MAIN LINES ON THE PROPERTY.

NOTE: SEE SITE PLAN CHECKLIST ON AS-101 AND SITE PLAN ON AS-102 FOR MORE INFORMATION AND LOCATIONS.

OWNER/APPLICANT SIGNATURE:__________________________
(SELECTIONS TO BE PROVIDED BY APPLICANT OR OWNER)
NEW WATER SUPPLY CONNECTED DIRECTLY TO PUBLIC RIGHT OF WAY.

NEW WATER SUPPLY BRANCHED OFF EXISTING MAIN LINES ON THE PROPERTY.

NOTE: ADU AND PRIMARY DWELLING UNIT SHALL HAVE SEPARATE, INDEPENDENT WATER SUPPLY. SEE SITE PLAN CHECKLIST ON AS-101 AND SITE PLAN ON AS-102 FOR MORE INFORMATION AND LOCATIONS.

PROJECT ADDRESS: (TO BE PROVIDED BY

OWNER / APPLICANT)
(TO BE PROVIDED BY

OWNER / APPLICANT)
NO NEW SEPTIC SYSTEM.

NEW SEPTIC SYSTEM; PROVIDE STAMPED DEH EXHIBIT. OWNER/APPLICANT REQUIRED TO PROVIDE DOCUMENTATION OF CITY OF ANTIOCH APPROVAL. (SELECTIONS TO BE PROVIDED BY APPLICANT OR OWNER)

ALL PLAN USERS MUST SUBMIT A COMPLETED USER LICENSE
AGREEMENT AT THE TIME OF APPLICATION SUBMITTAL.

NO, PV NOT REQUIRED PER CALIFORNIA ENERGY CODE SECTION
150.1(C)14 EXCEPTION (2) PV SYSTEM SIZE SPECIFIED BY SECTION 150.1(C)14 IS LESS THAN 1.8 KWDC.

PHOTOVOLTAIC SYSTEM (PV) (DEFERRED SUBMITTAL)

OWNER / APPLICANT TO PROVIDE THE TITLE REPORT

CALIFORNIA RANCH
SQUARE
FOOTAGE CONDITIONED?
PLAN 1 350 SF CONDITIONED
LANDING 16 SF UNCONDITIONED
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:08:59 PM
TITLE SHEET - PLAN 1

PRE-APPROVED ADU

CITY OF ANTIOCH
G-001
08/19/26

PUBLIC SET

STAFF INITIALS

STAFF INITIALS
16' - 0"

STAFF INITIALSSTAFF INITIALS

STAFF INITIALS

SEE ELEVATIONS

WASTE WATER

WASTE SUPPLY

ELECTRICAL PANEL
ADDRESS:

CONTACT:

EMAIL:

PHONE:

RRM DESIGN GROUP
3765 S. HIGUERA ST, SUITE 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

STRUCTURAL

ENGINEER

JESSICA MEADOWS
[email protected]
ADDRESS:

CONTACT:

EMAIL:

PHONE:

APPLICANT

SERVICE PROVIDERS
SETBACK RESTRICTIONS - FIRE RATINGS:

NO
YES; IF YES, FIRE RATED WALL & PROJECTIONS REQUIRED PER 2025 CRC SECTION R302.1 FIRE RATED WALL DETAIL: 51/A-901 & 52-/A-901 IF YES, FIREBLOCKING IS REQUIRED IN PROJECTIONS, RAKES AND EAVES.

SEE DETAILS: 31/32/A-911, 31/32/A-911W, 11/12/21/22/A-913, 31/32/51/52/A-913W IS THE ADU LESS THAN 5' TO ANY PROPERTY LINE AND/OR LESS THAN 10' FROM ANY ADJACENT BUILDING OR STRUCTURE?

1. 2.

3. PORTIONS OF THE CITY OR COUNTY ARE LOCATED WITHIN A FHSZ. TO

DETERMINE IF YOUR STRUCTURE IS LOCATED IN A FHSZ, PLEASE VISIT CAL FIRE WEBSITE: HTTPS://OSFM.FIRE.CA.GOV/WHAT-WE-DO/COMMUNITY-

WILDFIRE-PREPAREDNESS-AND-MITIGATION/FIRE-HAZARD-SEVERITY-ZONES INDICATE BELOW WHAT ZONE YOUR STRUCTURE IS TO BE BUILT IN:

VERY HIGH HIGH MODERATE NONE

IF STRUCTURE IS LOCATED IN HIGH OR VERY HIGH SEVERITY ZONE, ALL CONSTRUCTION OF THE ADU STRUCTURE MUST COMPLY WITH CWUIC 504.

THIS PROTOTYPE ADU PLAN PROVIDES DESIGNS THAT COMPLY WITH PROVISIONS REQUIRED BY THE CWUIC 504. PLEASE SEE APPLICABLE DETAIL SHEETS: A-911W & A-912W
FIRE HAZARD SEVERITY ZONE (FHSZ) LEVEL:

FIRE SPRINKLERS:

SPANISH COLONIALMID-CENTURY MODERN
WILDLAND-URBAN INTERFACE:

SEE SHEET A1-201
SEE SHEET A1-202
SEE SHEET A1-203
OPTIONAL COVERED PORCH - CAL RANCH 60 SF UNCONDITIONED
OPTIONAL COVERED PORCH - MID-CENTURY MODERN 60 SF UNCONDITIONED OPTIONAL COVERED PORCH - SPANISH COLONIAL 72 SF UNCONDITIONED

ADDITIONAL INFORMATION

SPECIAL INSPECTIONS STAFF INITIALS
SOLAR READY REQUIREMENTS SHALL BE IMPLEMENTED. FOR MORE INFORMATION SEE "SOLAR READY NOTES" ON SHEET G-101.

FOR USE IN CITY OF ANTIOCH ONLY
B2
(E) STREET NAME

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"
4' - 0" MIN. SETBACK
XX' - XX"XX' - XX"XX' - XX"

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"XX' - XX"

OVERALL DIMENSION OF NEW ADU
XX' - XX"
XX' - XX" FROM ADU TO (E) RESIDENCE

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"XX' - XX"
XX'-XX" (DISTANCE)
(E) SINGLE FAMILY

RESIDENCE EXAMPLE
(ADDRESS)
(FOOTPRINT SF)
(N) ACCESSORY

DWELLING UNIT

EXAMPLE
SXX° XX'X"E
XX'-XX" (DISTANCE)
NXX° XX'X"W
NXX° XX'X"W (PROPERTY LINE BEARINGS)
XX'-XX" (DISTANCE)
SXX° XX'X"E

SETBACK
MIN 4'
MIN 4' - 0" SETBACK
XX' - XX"
MIN. 5' - 0" MIN. 5' - 0"
(E) PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
XX'-XX" (DISTANCE)
(E) SIDEWALK

EXAMPLE
(E) PROPERTY LINE
MIN. 4' - 0" SETBACK
XX' - XX"
(E) RETAINING WALL EXAMPLE
(DISTANCE FROM PROPERTY LINE TO (E) RESIDENCE
XX' - XX"

X XX X XXX X
(N) MECHANICAL EQUIPMENT LOCATION
EXAMPLE; NOT LESS THAN 30" OF

CLEARANCE IN WIDTH, DEPTH, & HEIGHT

SHALL BE PROVIDED TO ACCESS THE
EQUIPMENT. (2025 CMC SECTION 304.1)
(N) APPLICANT TO ILLUSTRATE AND

ANNOTATE PROPOSED APRONS,
LANDINGS, PORCHES, OVERHANGS, MECH.
/ ELEC. ITEMS AND PROPOSED ACCESS
POINTS

LOCATE ELECTRICAL (ALL) PANELS

SEE TITLE SHEET FOR PANEL OPTIONS AND
MAXIMUM AMPERAGE FOR THE PROPOSED ADU.
(E) EXISTING SWIMMING POOL

EXAMPLE (OWNER / APPLICANT

TO PROVIDE SF)

EASEMENT EXAMPLE
(ANY/ALL SHALL BE SHOWN)

SETBACK
XX' - XX"
XX' - XX"
MIN. 10'
(N) ASSUMED PROPERTY LINE
(E) SETBACK
(E) SETBACK
(E) SETBACK
XX'-XX" SETBACK

DISTANCE OF NEAREST POINT OF ADU TO CENTERLINE OF
IMAGINARY LINE BETWEEN THE TWO BUIDLINGS (UNDER 5' - 0" 1- HOUR FIRE-RATED WALL AND 1-HOUR FIRE-RATED EAVE REQUIRED).

DISTANCE OF NEAREST POINT OF ADU TO

ADJACENT PROPERTY LINE (WHEN UNDER
5' - 0," 1-HOUR FIRE-RATED WALL AND 1-
HOUR FIRE-RATED RAKE/EAVE REQUIRED).
(FOOTPRINT SF)

PROVIDE ALL DIMENSIONS FOR

ALL (E) AND/OR (N) PAVED AREAS

PROVIDE ALL DIMENSIONS, OF (E) DRIVEWAY(S)
XX' - XX"
XX' - XX"
XX' - XX"
XX' - XX"
(E) FENCE EXAMPLE
(PROVIDE DIMENSIONS)
(E) FENCE EXAMPLE
(PROVIDE DIMENSIONS)
XX
(E) SIDEWALK

EXAMPLE
(CENTERLINE OF STREET)

OWNER/APPLICANT TO

INDICATE MAIN ENTRANCE

SITE PLAN LEGEND

EASEMENTS

SETBACK

PROPERTY LINE (E) FENCEX X
(E) WALLS/

RETAINING WALLS

SITE PLAN CHECKLIST

DRAWING SCALE
SITE PLAN SHOULD BE DRAWN TO A MEASURABLE SCALE.

PROPERTY LINES
SHOW OUTLINE OF PROPERTY USING DASHED LINE IN LEGEND. INDICATE THE BEARING AND DISTANCE OF THE PROPERTY LINE.

LABEL YARDS

LABEL FRONT, REAR, SIDE YARDS, AS WELL AS DRIVEWAYS, PATHWAYS AND ANY OTHER HARDSCAPE.

SETBACKS

DIMENSION THE DISTANCE BETWEEN BUILDINGS AND PROPERTY LINES, AS WELL AS BUILDINGS TO OTHER STRUCTURES. SETBACKS TO SIDE AND REAR PROPERTY SIDE SHALL BE A MINIMUM OF (4' - 0").

EASEMENTS
REFER TO LEGEND. MUST INCLUDE ALL APPLICABLE EASEMENTS. PROPOSED STRUCTURE SHALL COMPLY WITH EASEMENT REQUIREMENTS.

A.

B.

C.

D.

PROVIDE THE EXACT LOCATION AND LABEL ALL OF THE EXISTING &

PROPOSED UTILITIES ON THE SITE PLAN

THIS INCLUDES BUT IS NOT LIMITED TO UTILITIES, POLES, SEPTIC, SEWER, DRAINS, ELECTRICAL, GAS METERS, LINES, AND ANY PHOTOVOLTATIC.

INDICATE SEWER ELEVATION OF LATERAL AND MAIN CONNECTION.

IF ON SEPTIC SYSTEM, PROVIDE DEPARTMENT OF ENVIRONMENTAL

HEALTH (DEH) EXHIBIT WITH LEACH LINES SHOWN AND AREA FOR NEW LEACH LINES. SEWER MAIN EXTENSION MAY BE REQUIRED. INCLUDE

LOCATIONS AND ALL ELEVATIONS OF PROPOSED SEPTIC / SEWER / LEACH LINES. PROVIDE INVERT ELEVATIONS AT CLEANOUT, SEWER MAIN

CONNECTION, ADU CONNECTION, AND AT ANY OTHER CONNECTION POINTS.

PLEASE SPECIFY ON THE PLANS IF THE ADU WILL HAVE NEW

INDEPENDENT SERVICES DIRECTLY FROM THE PUBLIC RIGHT OF WAY

CONNECTION OR IF THE SERVICES WILL BE BRANCHED OFF THE EXISTING MAIN LINES ON THE PROPERTY.

JUSTIFY PIPE SIZES SHOWN ON THE PLAN ARE ADEQUATE FOR THE PROPOSED ADU SERVICES. IF THE SERVICES ARE CONNECTED TO THE

EXISTING MAIN SERVICES, THEN PROVIDE JUSTIFICATION THAT THE

EXISTING MAINS CAN HANDLE THE NEW INCREASED FLOWS OF THE ADU FOR WATER SUPPLY AND SANITARY SEWER SYSTEMS. PLEASE USE 2025 CPC TABLE 610.3, TABLE 610.4, AND SECTION 610.5 FOR JUSTIFICATION.

NOTE, IF USING APPENDIX A SIZING CRITERIA, PLEASE INCLUDE THE CPC APPENDIX A CHART ON THE PLAN.

LABEL STREETS & SIDEWALKS

DIMENSION BUILDING SEPARATION

DIMENSION THE DISTANCE BETWEEN THE PROPOSED ADU AND ANY EXISTING

STRUCTURES

LOT COVERAGE CALCULATION

TOTAL FOOTPRINT AREA FOR STRUCTURES ON SITE / LOT AREA

LOCATION OF RAIN WATER LEADERS

THE ROOF DRAINS SHOULD DRAIN AWAY FROM THE PROPERTY LINES AND INTO THE LANDSCAPE AREA.

SCALE: 1/10" = 1' - 0"EXAMPLE SITE PLAN

SWIMMING POOLS

ALL EXISTING SWIMMING POOLS SHALL BE SHOWN ON THE SITE PLAN AND SHALL HAVE 10' MINIMUM SETBACK TO THE NEW ADU STRUCTURE.

FOOTPRINT OF ALL EXISTING BUILDINGS & STRUCTURES - PLOT THE EXISTING BUILDINGS ONSITE. THIS INCLUDES ALL STRUCTURES / PORCHES / GAZEBOS. INDICATE SQUARE FOOTAGE OF EXISTING RESIDENCE.

NORTH ARROW

PORCHES
THERE SHALL BE NO MORE THAN 30 INCHES MEASURED VERTICALLY TO THE

FLOOR OR GRADE BELOW (INCLUDING FLOORS, STAIRS, RAMPS, AND LANDINGS) ANYWHERE MEASURED LESS THAN 36 INCHES HORIZONTALLY TO THE EDGE OF THE PORCH/SLAB/SURFACE OF THE RAIL. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION

EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY PER 2025 CRC, SECTION 308.1.

NOT LESS THAN 30" OF CLEARANCE IN WIDTH, DEPTH, & HEIGHT SHALL BE PROVIDED TO ACCESS EXTERIOR MECHANICAL EQUIPMENT. SHOW
LOCATION ON SITE PLAN & LABEL (2025 CMC SECTION 304.1 & 2025 CPC 504.3).

PROPOSED ADU IS TO BE FULLY ELECTRIC. INSTALLATION OF A GAS LINE TO THE PROPOSED ADU WILL NOT BE PERMITTED.

CALL BEFORE YOU DIG! CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 AT LEAST 2 WORKING DAYS BEFORE EXCAVATING.

UNLESS OTHERWISE NOTED ON THE PLANS, FINISHED GROUND SURFACES SHALL BE GRADED TO DRAIN THE FINISHED SITE PROPERLY WITHIN 10-F EET
OF ANY BUILDING FOUNDATION WITH A SLOPE OF 5% AWAY FROM ANY BUILDING OR STRUCTURE. ALL EXTERIOR HARDSCAPE WITHIN 10-FEET OF A BUILDING FOUNDATION SHALL BE INSTALLED WITH A 2% MINIMUM SLOPE AWAY FROM ANY BUILDING OR STRUCTURE. DRAINAGE SWALES SHALL BE A

1.5% MINIMUM SLOPE. ALL GRADED SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3H TO 1V (33%), UNLESS SHOWN OTHERWISE ON THE PLANS.

LOT GRADING SHALL CONFORM AT THE PROPERTY LINES AND SHALL NOT

SLOPE TOWARD PROPERTY LINES IN A MANNER WHICH WOULD CAUSE STORM WATER TO FLOW ONTO NEIGHBORING PROPERTY. HISTORIC

DRAINAGE PATTERNS SHALL NOT BE ALTERED IN A MANNER TO CAUSE DRAINAGE PROBLEMS TO NEIGHBORING PROPERTY.

NEW RAINWATER DOWNSPOUTS SHALL BE DISCONNECTED AND DIRECT RUNOFF TO A LANDSCAPED AREA. DOWNSPOUTS MAY BE CONNECTED TO A

POP-UP DRAINAGE EMITTER IN THE LANDSCAPED AREA OR MAY DRAIN TO

SPLASH BLOCKS OR COBBLESTONES THAT DIRECT WATER AWAY FROM THE BUILDING.

CONTRACTOR TO FIELD VERIFY EXISTING DRAINAGE. IF THE EXISTING

DRAINAGE SYSTEM IS DAMAGED DURING EXCAVATION, CONTRACTOR SHALL

REPAIR AND/OR REROUTE DRAINAGE SYSTEM AND CONNECT TO EXISTING DRAINAGE FACILITY AS NECESSARY.

EXISTING PUBLIC IMPROVEMENTS THAT ARE DAMAGED BY THE PROJECT CONSTRUCTION SHALL BE REPAIRED OR REPLACED. EXISTING DAMAGED

PUBLIC IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL BE REPAIRED

OR REPLACED EVEN IF THE DAMAGE OCCURRED PRIOR TO THE START OF CONSTRUCTION.

EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO OCTOBER 1 AND SHALL BE MAINTAINED DAILY UNTIL APRIL 30. THESE

FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS

AND PROVIDE FOR THE SAFE DISCHARGE OF SILT-FREE STORM WATERS INTO EXISTING STORM DRAIN FACILITIES. EROSION AND SEDIMENT CONTROL

SUPPLIES MUST BE KEPT ON-SITE DURING THE DRY SEASON AND EMPLOYED, AS NECESSARY PRIOR TO AND DURING RAIN EVENTS.

SEASONALLY APPROPRIATE BEST MANAGEMENT PRACTICES FOR THE

FOLLOWING SITE MANAGEMENT CATEGORIES MUST BE IMPLEMENTED YEAR- ROUND: 1) EROSION CONTROL; 2) RUN-ON AND RUN-OFF CONTROL; 3) SEDIMENT CONTROL; 4) GOOD SITE MANAGEMENT; AND 5) NON-
STORMWATER MANAGEMENT.

AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION

ACTIVITY WITHIN A PUBLIC STREET RIGHT OF WAY THAT HAS BEEN ACCEPTED BY THE CITY.

SITE PLAN GENERAL NOTES

LOCATION OF ELECTRICAL PANEL

SEE COVER SHEET FOR PANEL OPTION AND MAXIMUM AMPERAGE FOR THE PROPOSED ADU. ADDITIONAL CALCULATIONS MY BE REQUIRED BASED ON CHOSEN ELECTRICAL PANEL.

DRIVEWAY / PAVED ACCESS

SHOW THE PROPOSED (OR EXISTING) DRIVEWAY / PAVED ACCESS TO THE PROPOSED ADU.
(FOR PLANNING STAFF ONLY) INITIAL WHEN THIS SHEET HAS BEEN REVIEWED. STAFF INITIALS:________________ NOTE: THIS IS AN EXAMPLE SITE PLAN FOR AN INTERIOR
LOT. EXACT LAYOUT, DIMENSIONS, AND BEARINGS SHALL
BE PROVIDED BY OWNER/APPLICANT.
(E) EXISTING (N) NEW
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:11 PM

EXAMPLE SITE PLAN

PRE-APPROVED ADU

CITY OF ANTIOCH
AS101
08/19/26

PUBLIC SET
1-HR FIRE CONSTRUCTION

GRADING & DRAINAGE

LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 ” WITHIN THE FIRST 10 FT. (5% SLOPE). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6” OF FALL WITHIN 10 FT., DRAINS OR SWALES

SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
STRUCTURE. 2025 CRC R401.3, 2025 CBC 1804.4

NEW STRUCTURE ADDRESS
NEW STRUCTURE SHALL BE PROVIDED WITH A NEW APPROVED ADDRESS.

THE ADDRESS SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. EACH CHARACTER SHALL BE NOT LESS THAT 4" IN HEIGHT WITH A STROKE WIDTH F NOT LESS THAN 1/2" 2025 CRC SECTION R308.1
IS (N) ADU LESS THAN 5' TO ANY PROPERTY LINE OR 10' FROM ANY ADJACENT BUILDING OR STRUCTURE:

YES, IF YES, FIRE-RATED WALL REQUIRED PER 2025 CRC R302.1 AT LOCATIONS WHERE THE ADU IS LESS THAN 5' FROM THE PROPERTY LINE OR LESS THAN 10' FROM ANY ADJACENT BUILDING OR STRUCTURE.

FIRE RATED WALL DETAILS: 51/A-901 & 52-/A-901
FIREBLOCKING IS REQUIRED IN PROJECTIONS, RAKES AND EAVES. SEE DETAILS: 31/32/A-911, 31/32/A-911W, 11/12/21/22/A-913, 31/32/51/52/A-913W IF YES, PROJECTIONS ARE REQUIRED TO BE 1-HOUR CONSTRUCTION.

HOWEVER, THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG, IF

FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE

UNDERSIDE OF THE ROOF SHEATHING IF ONE OF THE FOLLOWING SEPARATION DISTANCES ARE MET IN APPROPRIATE TABLE: TABLE 302.1(1) & TABLE 302.1(2).

A) NON-SPRINKLERED & FIRE SEPARATION DISTANCE

PROJECTIONS ARE
≥5'-0"

B) SPRINKLERED & FIRE SEPARATION DISTANCE

PROJECTIONS ARE
≥3'-0"

NO, NO FURTHER ACTION NEEDED

FOOTPRINT OF PROPOSED ADU - PLOT PROPOSED ADU BUILDING
FOOTPRINT. INCLUDE ANY OPTIONAL PORCHES IF SELECTED. INDICATE SQUARE FOOTAGE OF PROPOSED ADU.

IMPERVIOUS SURFACES
IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. 2025 CRC R401.3, 2025 CBC 1804.4

FOR USE IN CITY OF ANTIOCH ONLY
B3
SCALE:SITE PLAN NORTH ARROW
SITE PLAN TO BE PROVIDED BY APPLICANT REFER TO AS101 FOR EXAMPLE SITE PLAN DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:11 PM

ARCHITECTURAL SITE PLAN

PRE-APPROVED ADU

CITY OF ANTIOCH
AS102
08/19/26

PUBLIC SET

FOR USE IN CITY OF ANTIOCH ONLY
B4
PLAN 1 - SPANISH COLONIAL
PLAN 1 - CALIFORNIA RANCH
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:11 PM
PLAN 1 RENDERINGS

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-100
08/19/26

PUBLIC SET
PLAN 1 - MID-CENTURY MODERN

FOR USE IN CITY OF ANTIOCH ONLY
B5

DOOR DETAIL REFERENCES

HEAD JAMB

LAP SIDING

BOARD & BAT
STUCCO

THRESHOLD

STONE VENEER
/12 A-905 /13 A-905
/12 A-908 /13 A-908
/12 A-907 /13 A-907
/52 A-907 /53 A-907
/24 A-901

WINDOW DETAIL REFERENCES

HEAD JAMB SILL

BOARD & BATTEN
STUCCO

LAP SIDING

STONE VENEER

FLASHING
/31 A-907 /32 A-907 /33 A-907
/22 A-907 /23 A-907 /24 A-907
/22 A-908 /23 A-908 /24 A-908
/22 A-905 /23 A-905 /24 A-905 / /11 A-906
2 B
4' - 0" 5' - 3"
4' - 0"

LIVING WH
01 3
A1-203
9 A1-203
9 A1-201

MCM SPANISH

COLONIAL
CAL
RANCH
G03
9 A1-202
3 A1-201
3 A1-202

MCM SPANISH

COLONIAL
CAL
RANCH

WALL LEGEND
EXTERIOR - 5 1/2" WOOD STUD W/ PLYWOOD SHEATHING AND FINISH, SEE ELEV. FOR (EXT.) FINISH. ONE LAYER GYP. WALL BOARD INT. SEE T24 FOR
INSULATION. SEE DETAIL: & FOR 1-HR WALL ASSEMBLY

WHEN REQUIRED
INTERIOR - 3 1/2" WOOD STUD W/ ONE LAYER GYP. WALL BOARD EACH SIDE.

ADD BLOCKING AS NEEDED IN THESE LOCATIONS PER DETAIL(S):14/A-903 EXTERIOR - DOUBLE 3 1/2" WOOD STUD W/ PLYWOOD SHEATHING (WITH 2" AIR SPACE) AND FINISH ON BOTH SIDES, SEE ELEV. FOR (EXT.) FINIS H.

NOTE: SEE MANUFACTURER LISTINGS FOR IMPROVED ACOUSTIC, MOISTURE, MOLD, & MILDEW-RESISTANT PERFORMANCE PRODUCTS.

NOTE: 5/8" GYP ATTACHED DIRECTLY TO STUDS IS ASSUMED U.N.O.

VERIFY PRODUCT SELECTIONS & REQUIREMENTS, THICKNESS, AND LOCATIONS ON PLANS WITH CONTRACTOR BEFORE CONSTRUCTION. ANY INCREASE IN WALL THICKNESS IS NOT PERMITTTED WHERE MIN. CLEARANCES ARE REQUIRED. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

NOTE: SEE GYPSUM.ORG FOR MORE INFORMATION. POTENTIAL PRODUCTS CAN BE FOUND (BUT ARE NOT LIMITED TO) THE FOLLOWING MANUFACTURERS:

CERTAINTEED.COM, PABCOGYPSUM.COM, GOLDBONDBUILDING.COM. /52 A-901 /51 A-901
5 A1-201
1 A1-201
4 A1-201
A
A
1 1
25' - 0"
14' - 0"
5' - 8" 8' - 4"
9' - 0" 5' - 0" 11' - 0"
3' - 2" 3' - 5" 7' - 5"
5' - 0" 3' - 9"
2 2
B
B
BED 1
CL.

LAUNDRY
BATH
WH

KITCHEN/DINING
LIVING
3' - 6"
25' - 0"
3' - 1" 2' - 7" 8' - 4"
1' - 10"
1' - 4" 3' - 5" 2' - 2" 5' - 3"
2' - 2"
2' - 8"
5' - 0" 4' - 0" 5' - 0" 3' - 4" 7' - 8"
EQ EQ
14' - 0"
OPT. COVERED
PORCH
12' - 0" 3' - 6"
01 05
02 01
02 0403
04 05
035' - 0"
5' - 6" 5' - 0" 1' - 6"
2 A1-203
8 A1-201
8 A1-201
8 A1-203
8 A1-203
4 A1-203
2 A1-201
1 A1-203
5 A1-203

NO COVERED PORCH

OPTION SEE
/4 A1-101
CAL
RANCH
MID-

CENTURY
MODERN
CAL
RANCH
7 A1-201
7 A1-201
7 A1-203
7 A1-203

SPANISH

COLONIAL
5 A1-202
4 A1-202
1 A1-202
8 A1-202
8 A1-202
2 A1-202
7 A1-202
7 A1-202
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN

SPANISH

COLONIAL
CAL
RANCH
MID-

CENTURY
MODERN

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL

SPANISH

COLONIAL

MID-CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL

MID-CENTURY
MODERN
CAL
RANCH
C01
C04A03B02A06
A05
A07
B14
B06 B12 C12
T12
B16
B17
B04C19
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-903
11 M02
B18
A
2 B
OPT. COVERED
PORCH
1' - 0"5' - 0"
7' - 0" 1' - 9" 8' - 6" 1' - 9" 3' - 6"
12' - 0"
1' - 6"3' - 0"1' - 6"

LIVING WH
01 01
BATH
5 A1-203
7 A1-203
1 A1-203
2 B
OPT. COVERED
PORCH
12' - 0" 3' - 6"
LIVING
5' - 0"
01 01
5 A1-202
8 A1-202
1 A1-202
A

HORIZONTAL SLIDER
EQ EQ
PER SCHED.

PER SCHED.

B

DOUBLE HUNG
PER SCHED.

PER SCHED.

TYPE A (EXAMPLE)

SOLID CORE WOOD

ENTRY DOOR

EXTERIOR
T
TYPE C

SLIDING GLASS

EXTERIOR
T
TYPE D

HOLLOW CORE
WOOD

INTERIOR
TYPE F

HOLLOW CORE WOOD
VENTED (MIN. 100 IN
2 OPENING)

INTERIOR
TYPE E

HOLLOW CORE WOOD

BI-PASS DOUBLE

INTERIOR
TYPE B

SOLID CORE

WOOD EXTERIOR
(VENT AS REQ.)
TYPE G

HOLLOW CORE WOOD
BIFOLD

INTERIOR
NO. TYPE
DOOR

REMARKSWIDTH HEIGHT
01 A 3' - 0" 6' - 8" 1,2
02 B 2' - 0" 6' - 8" 5
03 F 2' - 6" 6' - 8" 4
04 G 4' - 0" 7' - 0"
05 D 3' - 0" 6' - 8"
NO. TYPE
SIZE

HEAD HEIGHT REMARKSWIDTH HEIGHT
01 A 5' - 0" 4' - 0" 6' - 8"
02 A 4' - 0" 1' - 6" 6' - 8" 2, 4
03 A 5' - 0" 4' - 0" 6' - 8" 1
04 A 3' - 0" 3' - 0" 6' - 8" 2
05 B 3' - 0" 4' - 0" 6' - 8"

WINDOW SCHEDULE

DOOR SCHEDULE
SCALE: 1/4" = 1'-0"A1-101
OPTION - NO COVERED FRONT PORCH4
A03 30" WIDE FREE STANDING ELECTRIC RANGE OVEN. VENT TO EXTERIOR, STAINLESS STEEL.

A05 REFRIGERATOR LOCATION. PROVIDE 36" SPACE WITH ROUGH PLUMBING FOR ICE MAKER (RECESS IN WALL) OR PER OWNER'S SPECIFICATIONS.

A06 24" WIDE FRONT CONTROL UNDERCOUNTER DISHWASHER.

A07 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTE AND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENT TO OUTSIDE AIR.

B02 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/ GARBAGE DISPOSAL. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEET.

B04 LAVATORY SINK. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS.

B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BY BUILDER.

PROVIDE SHOWER ROD.

B12 WATER CLOSET. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS. WATER CLOSET SHALL NOT BE SET CLOSER THAN 15" FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION PER CPC, SECTION 402.5.

B14 40 GALLON TANK WATER HEATER. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6" LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

B18 FAN COIL @ 80" A.F.F. TO BOTTOM OF UNIT, PROVIDE DEDICATED WALL

OUTLET, INSTALL PER MANUFACTERER'S SPECIFICATIONS, REFER TO PLANS FOR LOCATION OF OUTDOOR CONDENSING UNIT. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

C01 SINGLE WOOD SHELF AND POLE.

C04 36" HIGH BASE CABINET AND COUNTERTOP.

C12 22" DEEP VANITY
C19 MIRROR. THE LENGTH OF THE VANITY OR PEDESTAL X 80" AFS. UNO.

VERIFY WITH THE ELECTRICAL PLAN FOR LOCATION OF OUTLETS WHICH REQUIRE A CUT-OUT., PROVIDE 2X6 BACKING AT BATHROOM WALL

ATTACHEMENTS
G03 CONCRETE LANDING. SLOPE 1/4"/FT AWAY FROM THE BUILDING. MUST BE AT LEAST AS WIDE AS DOOR AND 3' DEEP.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

KEYNOTES

WINDOW TYPE
SCALE: 1/4" = 1'-0"A1-101
FLOOR PLAN W/ COVERED PORCH - CALIFORNIA RANCH1
SCALE: 1/4" = 1'-0"A1-101
COVERED PORCH - SPANISH COLONIAL3
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:13 PM
FLOOR PLAN 1

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-101
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.

CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO FABRICATION OF ROUGH OPENINGS.

ALL GLAZING IS DOUBLE PANE UNLESS OTHERWISE NOTED.

EGRESS WINDOWS SHALL HAVE A CLEAR OPENING WITH THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" AFF, MIN. NET CLEAR OPENING FOR EMERGENCY ESCAPE SHALL BE 5.7 S.F. EXCEPT: 5 S.F. MIN. AT GROUND FLOOR. MINIMUM NET CLEAR OPENING DIMENSIONS: HEIGHT: 24", WIDTH: 20". (2025 CRC SEC. R319.2) EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY PER 2025 CRC, SECTION 319.1.

GLAZING IN WALLS ADJACENT TO BATHTUB / 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. (2025 CRC SEC. R324.4.5)

REFER TO WINDOW SCHEDULE AND WINDOW LEGEND FOR MORE
INFORMATION.

WINDOW GENERAL NOTES

7. IF STRUCTURE IS IN A WUI ZONE OR FHSZ, WINDOW MUST COMPLY WITH

BE CONSTRUCTED OF MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE (2025 CWUIC SEC. 504.8)

8. REFER TO ENERGY COMPLIANCE REPORTS TO VERIFY U-FACTOR, SHGC AND ADDITIONAL WINDOW REQUIREMENTS. ALL OPENINGS TO BE
U-FACTOR = (.27) , SHGC = (.23). BUG SCREEN REQUIRED (PER TITLE 24).

1. 2.

3. 4.

5. A.

B.

6. REFER TO PLANS FOR LOCATION OF DOORS.

VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION.

CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING.

FIRE RATED DOORS SHALL BE SOLID WOOD OR SOLID HONEYCOMB CORE STEEL DOOR 1-3/8" THICK OR COMPLIANT WITH 2025 CRC SECTION R302.5.1.

DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING WITH WEATHER STRIPPING TO BE TIGHT FITTING.

EXTERIOR DOORS SHALL EITHER HAVE A FIRE-RESISTANCE RATING OR MUST COMPLY WITH THE FOLLOWING REQUIREMENTS:

STILES AND RAILS SHALL NOT BE LESS THAN 1-3/8" THICK.

PANELS SHALL NOT BE LESS THAN 1-1/4" THICK, EXCEPT FOR THE

EXTERIOR PERIMETER OF THE PANEL SHALL BE PERMITTED TO TAPER TO A TONGUE OF NOT LESS THAN 3/8" THICK.

GLAZING IN DOORS SHALL BE TEMPERED PER 2025 CRC SECTION R324.4.1.

PANES INDICATED IN DOOR LEGEND WITH (T).

8. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE MAINTAINED

FREE OF ANY OBSTRUCTIONS OTHER THAN THOSE ALLOWED BY THIS

SECTION AND SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. 2025 CRC R319.1.1.

DOOR GENERAL NOTES

1. 2.

3. 4.

5. EXTERIOR DOOR.

GLAZING PER DOOR TYPES. REFER TO GENERAL DOOR NOTE #6
OPTIONAL DOOR. SEE TITLE SHEET FOR SELECTIONS FOR MORE INFO.

REQUIRED OPENING OF NOT LESS THAN 100 IN
2 FOR MAKEUP AIR SHALL BE
PROVIDED IN THE DOOR OR BY APPROVED MEANS. [CMC SEC. R504.4.1]

VENT DOOR AS REQUIRED PER WATER HEATER MANUFACTURER

REQUIREMENTS / SPECIFICATIONS

DOOR REMARKS

1. 2.

3. 4.

REQUIRED EGRESS WINDOW. REFER TO WINDOW GENERAL NOTE #4 FOR ADDITIONAL INFORMATION.

WINDOW INCLUDES BOTH PANES TEMPERED GLAZING.

OPTIONAL WINDOW. SEE TITLE SHEET FOR SELECTIONS FOR MORE INFO. AT

LEAST ONE EGRESS OPENING REQUIRED AT ALL BEDROOMS, SEE GENERAL WINDOW NOTE #5 FOR EGRESS REQUIREMENTS.

REQUIRED TO PROVIDE OBSCURE / PRIVACY GLASS.

WINDOW REMARKS

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

REFER TO GENERAL NOTES SHEET G-101 AND G-102 FOR ADDITIONAL REQUIREMENTS.

REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.

REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.

REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.

REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.

ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.

DIMENSIONS ARE TO FACE OF SHEATHING UNLESS SPECIFICALLY NOTED OTHERWISE.

PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL

MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.

DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS.

WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALL TO ROUGH DOOR OPENING.

WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL

ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES 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.

PER 2025 CRC R318.3 FLOORS OR LANDINGS AT EXTERIOR DOORS SHALL BE

AT LEAST AS WIDE AS DOOR SERVED AND SHALL PROVIDE A LENGTH IN THE DIRECTION OF TRAVEL EQUAL TO 36 INCHES MINIMUM. SLOPE OF EXTERIOR LANDINGS SHALL NOT EXCEED 1/4" PER FOOT (2% SLOPE).

PER 2025 CRC 328.1.1 REINFORCEMENT FOR GRAB BARS SHALL BE PROVIDED IN AT LEAST ONE BATHROOM. 1. REINFORCEMENT SHALL BE

SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE LESS THAN 2X8 INCH NOMINAL LUMBER OR OTHER MATERIAL PROVIDING EQ. HT. AND CAPACITY. REINFORCEMENT ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED

ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5. 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. REFER TO SHEET A-903 FOR MORE INFORMATION.

FLOOR PLAN GENERAL NOTES
SCALE: 1/4" = 1'-0"A1-101
COVERED PORCH - MID-CENTURY MODERN2

DOOR LEGEND

FOR USE IN CITY OF ANTIOCH ONLY
B6
240V
GFI
VS F
IAQ

FD AFIAFI
AFI
AFI
AFI
AFI
240V
GFI
WP
GFI
EXT
+84
A3D

AFI AFI
AFI
GFIGFI
+42"
240V
GFI
FMW
GFI
GFI
+42"
3D
D
SD
FC
SD/MA
FC
EXT
+84
WP
GFI
240V
WP
GFI
CW
CW
CW

CW CWCW HW HW
HW IM
HW
IAQ
AFI
240V
GFI
GFI
WP
GFI
J
SD
SD/MA
VS
J
P
VP
EXT
+84
CW
HB
HB
SOV
HW
F
H
MW
GFI
DW
GFI
FC
D
A

ONLY APPLICABLE FOR

CAL RANCH STYLE
A07
A03A06 A05
B14
B17B16
SEE DETAIL:
/54 A-901
B18
F02
B14
A05A06 A03
A07
B04
B12
B06
B02
B17B16

DUPLEX OUTLET

ARC-FAULT CIRCUIT

INTERRUPTER

DUPLEX OUTLET
240 VOLTS

DUPLEX OUTLET

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

WATERPROOF

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

AFCI-HALF HOT

ELECTRICAL

JUNCTION BOX
SMOKE

DETECTOR/ALARM

COMBINATION

SMOKE/CARBON

MONOXIDE
FAN COIL UNIT +80"

TO BOTTOM OF UNIT

PROVIDE DEDICATED
OUTLET

ELECTRICAL
SWITCH

ELECTRICAL

SWITCH-THREE

WAY-DIMMER

ELECTRICAL

SWITCH-

VACANCY
SENSOR

ELECTRICAL

SWITCH-DIMMER

COLD WATER

STUB OUT

HOT WATER STUB
OUT

WATER HOSE BIBB

WATER HOSE BIBB

WITH SHUT OF
VALVE

CEILING FAN OPTIONAL
(PRE WIRE FOR CEILING

FAN ONLY)

INDOOR AIR

QUALITY FAN

PENDANT LIGHT

HIGH-EFFICACY

RECESSED

HIGH- EFFICACY

DOWNLIGHT

RECESSED HIGH- EFFICACY

DOWNLIGHT-VAPOR PROOF

WALL MOUNTED

HIGH-EFFICACY
LIGHT

EXTERIOR WALL

MOUNTED HIGH-

EFFICACY LIGHT W/

PHOTO SENSOR

DUPLEX OUTLET

MICROWAVE

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

DISH WASHER

GROUND FAULT

INTERRUPTER

ELECTRICAL

SWITCH-FAN

ASTRONOMICAL

TIME OR MOTION

SENSOR SWITCH
(AT LEAST 1 REQ.)

ELECTRICAL
WIRING

EXHAUST FAN

DUPLEX OUTLET

RANGE HOOD
NOTE: IONIZATION
SMOKE DETECTOR 10'

MINIMUM FROM STOVE,
ALL OTHERS 20'MIN

CLEARANCE
3D
NOTE: IONIZATION SMOKE DETECTOR 10' MINIMUM FROM STOVE, ALL OTHERS 20'MIN CLEARANCE
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)

VENTILATION SUMMARIES
NOTE: KITCHEN RANGE HOOD (CEC 2025) PER TABLE 150.0-G ARIFLOW RATES (CFM) AND ASTM E3087 <750 SF = 65% CE OR 160 CFM, 750 SF-1000 SF = 55% CE OR 130 CFM EFFECTIVE ANNUAL AVERAGE INFILTRATION RATE PER SECTION 150.0(O)(C)(ii) a. 1. (Equation 150.0-C) Q50 = Vdu (x) 2 ACH50 / 60minutes a. 2. (Equation 150.0-D) Q50 = Vdu (x) Verified ACH50 / 60minutes b. (Equation 150.0-E) Qtot = 0.052 (x) Q50 x wsf x [H/Hr]^z [ASHRAE 62.2:4.1.2.1] REQUIRED MECHANICAL VENTILATION RATE PER 150.0(O)(C)(iii) [ASHRAE 62.2:4.1.2] (Equation 150.0-F) Qfan = Qtot (-) ϕ (Qinf (x) Aext)
1) LOCAL EXHAUST VENTILATION

BATHROOM
BATHROOM FAN FLOW (cfm) .............................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 3 SONES.

MAX. ALLOWABLE DUCT LENGTH (ft) ...............

KITCHEN
KITCHEN FAN FLOW (cfm) ..................................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

MAX. ALLOWABLE DUCT LENGTH (ft) ................
2) WHOLE BUILDING VENTILATION
THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 1 SONE.

THIS EXHAUST FAN IS REQUIRED TO OPERATE CONTINUOUSLY TO ENSURE CONTINUOUSLY TO ENSURE INDOOR AIR QUALITY.

PER ASHRAE STANDARD 62.2, CEC EQUATION 150.0-B
THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 3 SONES.

BUILDING FAN FLOW (cfm) .............................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

MAX. ALLOWABLE DUCT LENGTH (ft) ...............

OPTION A OPTION B

OPTION A OPTION B

OPTION A OPTION B
50 CFM
4"
70'
160 CFM
7"
35'
50 CFM
4"
70'

FLEX DUCT

FLEX DUCT

FLEX DUCT
50 CFM
4"
105'
50 CFM

SMOOTH DUCT

SMOOTH DUCT
9"
85'
50 CFM

SMOOTH DUCT
4"
105'
SCALE: 1/4" = 1'-0"A1-111
ELECTRICAL PLAN - PLAN 11
SCALE: 1/4" = 1'-0"A1-111
MECHANICAL& PLUMBING PLAN - PLAN 12
LEGEND
REFER TO T-24 FOR IAQ VENTILATION

WHOLE DWELLING UNIT MECHANICAL VENTILATION
PER SECTION 150.0(O)(C)(i) [ASHRAE 62.2:4.1.2]
1 BED - MINIMUM CUBIC FEET PER MINUTE (CFM) (Equation 150.0-B) Qtot = 0.03Afloor + 7.5(Nbr + 1) .03(350 SF) + 7.5 (0+1) = 18 CFM < 50 CFM A03 30" WIDE FREE STANDING ELECTRIC RANGE OVEN. VENT TO EXTERIOR, STAINLESS STEEL.

A05 REFRIGERATOR LOCATION. PROVIDE 36" SPACE WITH ROUGH PLUMBING FOR ICE MAKER (RECESS IN WALL) OR PER OWNER'S SPECIFICATIONS.

A06 24" WIDE FRONT CONTROL UNDERCOUNTER DISHWASHER.

A07 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTE AND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENT TO OUTSIDE AIR.

B02 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/ GARBAGE DISPOSAL. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEET.

B04 LAVATORY SINK. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS.

B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BY BUILDER.

PROVIDE SHOWER ROD.

B12 WATER CLOSET. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS. WATER CLOSET SHALL NOT BE SET CLOSER THAN 15" FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION PER CPC, SECTION 402.5.

B14 40 GALLON TANK WATER HEATER. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6" LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

B18 FAN COIL @ 80" A.F.F. TO BOTTOM OF UNIT, PROVIDE DEDICATED WALL

OUTLET, INSTALL PER MANUFACTERER'S SPECIFICATIONS, REFER TO PLANS FOR LOCATION OF OUTDOOR CONDENSING UNIT. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

F02 22" X 30" MINIMUM ATTIC ACCESS. PROVIDED SWITCH AND OUTLET AT ATTIC.

THERE IS NO HVAC EQUIPMENT (SUCH AS FURNACE, HEAT PUMP, OR FAU) IN THE ATTIC. PERMANENTLY ATTACH R-38 OR GREATER INSULATION TO ATTIC ACCESS DOOR USING ADHESIVE OR MECHANICAL FASTENERS CEnC 150.0 (a)1. PROVIDE GASKETED ATTIC ACCESS TO PREVENT AIR LEAKAGE CEnC 150.0 (a)1."

KEYNOTES
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:14 PM

MECHANICAL, & ELECTRICAL
PLANS

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-111
08/19/26

PUBLIC SET

ELECTRICAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. CONFORM WITH CURRENT CEC, NFPA, MFR'S, AND LOCAL REQUIREMENTS.

ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC ARTICLE 250-81.

ALL MATERIALS TO BE U.L. LABELED.

METER: "SQUARE D", 120 VOLT/ 240 VOLT, 1 AND 3 WIRE GROUND OR EQUAL.

ELECTRICAL SUB PANEL: FLUSH MOUNT, 30" CLEARANCE. SEE TITLE SHEET FOR PANEL OPTIONS.

CONDUCTORS: TW, THW, COPPER, MINIMUM 14 AT LIGHTING, 12 AT OTHER CIRCUITS.

ALL LUMINARIES SHALL COMPLY WITH 2025 CEC SECTION 150.0 (K) AND TABLE 150.0-A AS REFERENCED IN ENERGY NOTES, LUMINAIRE
REQUIREMENTS SHEET G-101.

ALL ELECTRICAL OUTLETS INSTALLED IN BATHROOMS, GARAGES,

BASEMENTS, CRAWL SPACES, OUTDOORS, KITCHEN COUNTERS, AND AT

WET BAR SINKS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION IN COMPLIANCE WITH NEC Art. 210-8, CONSISTING OF 125 VOLT,
SINGLE-PHASE, 15- AND 20- AMPERE RECEPTACLES.

ALL BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS DEDICATED CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. (2025 CEC 210.11(C))
THERMOSTAT SHALL BE A PROGRAMMABLE TYPE, HONEYWELL TH8320 OR EQUAL.

CEILING-SUSPENDED (PADDLE) FANS SHALL BE SUPPORTED

INDEPENDENTLY OF AN OUTLET BOX OR BY LISTED OUTLET BOX OR OUTLET

BOX SYSTEMS IDENTIFIED FOR THE USE AND INSTALLED IN ACCORDANCE WITH 2025 CEC 314.27(C) (2025 CEC 422.18).

ALL LUMINARIES, LAMPHOLDERS, AND RETROFIT KITS SHALL BE LISTED (2025 CEC 410.6).

ALL 120-VOLT, SINGLE PHASE 15- AND 20- AMPERE BRANCH CIRCUITS

SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY

ROOMS, LIVING ROOMS, DINING ROOMS, PARLORS, LIBRARIES, DENS,

BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR

SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT

CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. (2025 CEC 210-12(A)).

ALL NON-LOCKING TYPE 125-VOLT, 15 AND 20 AMPERE RECEPTACLES IN A DWELLING UNIT SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.

EXCEPTIONS: (1) RECEPTACLES MORE THAN 5’6” ABOVE THE FLOOR, (2) RECEPTACLES PART OF A LUMINAIRE OR APPLIANCE, (3) A SINGLE

RECEPTACLE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES THAT ARE

NOT EASILY MOVED AND LOCATED WITHIN DEDICATED SPACE AND ARE CHORD-AND-PLUG CONNECTED AS PER CEC 400.10, AND (4) NON-

GROUNDING RECEPTACLES USED FOR REPLACEMENTS AS PERMITTED IN 2025 CEC 406.4(D)(2)(A).

HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID LIGHTING CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE

RESIDENTIAL ENERGY CODE AND NOT CONTAIN A MEDIUM SCREW BASE SOCKET.

BALLAST FOR LAMPS 13 WATTS OR GREATER SHALL BE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAT 20 kHz.

SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ALL SMOKE DETECTORS SHALL MAINTAIN A MINIMUM 3 FOOT CLEARANCE TO HVAC SUPPLY OR RETURN AIR REGISTERS.

CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED.

EXHAUST FANS WILL BE CONTROLLED BY A HUMIDISTAT PER THE GREEN BUILDING STANDARDS CODE SECTION 4.506. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTS (2025 CEnC 150.0(k)2G).

IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY OTHER PARTS OF THE CODE, TWO OR MORE 20-AMPERE SMALL-APPLIANCE

BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS IN

THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA PER 2025 CEC, ARTICLE 210.11 (C)(1). THE CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2025 CEC, ARTICLE 210.52(B).

IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY OTHER PARTS OF THE CODE, AT LEAST ONE ADDITIONAL 20-AMPERE BRANCH

CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET(S) REQUIRED BY 2025 CEC, ARTICLE 210.52 (F). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS PER 2025 CEC, ARTICLE 201.11(C)(2).

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

REFER TO ELECTRICAL NOTES ON SHEET G-101.

REFER TO MECHANICAL NOTES ON SHEET G-101.

REFER TO PLUMBING NOTES ON SHEET G-101.

REFER TO TITLE 24 COMPLIANCE NOTES ON SHEET G-102.

EXTERNALLY MOUNTED HEATING/COOLING UNITS SHALL BE SCREENED IF THEY ARE VISIBLE FROM A PUBLIC STREET.

ENVIRONMENTAL AIR DUCT EXHAUST SHALL TERMINATE NOT LESS THAN 3 FT FROM WALL OPENINGS. CMC 502.2.1.

APPLIANCES NOT LISTED FOR OUTDOOR INSTALLATION BUT INSTALLED

OUTDOORS SHALL BE PROVIDED WITH PROTECTION TO THE DEGREE THAT THE ENVIRONMENT REQUIRES. APPLIANCES LISTED FOR OUTDOOR

INSTALLATION SHALL BE PERMITTED TO BE INSTALLED WITHOUT

PROTECTION IN ACCORDANCE WITH THE PROVISIONS OF ITS LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER CPC 507.24 PROTECTION OF OUTDOOR APPLIANCES.

APPLIANCES INSTALLED IN GARAGES, WAREHOUSES, OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE SHALL BE AT LEAST 18" ABOVE THE

FLOOR AND GUARDED AGAINST SUCH DAMAGE BY BEING INSTALLED BEHIND

PROTECTIVE BARRIERS OR BY BEING ELEVATED OR LOCATED OUT OF THE NORMAL PATH OF VEHICLES PER CMC 305.1.1 PHYSICAL DAMAGE.

INSTALLED AIR CONDITIONER AND HEAT PUMP SYSTEMS SHALL HAVE A CLEARANCE OF AT LEAST FIVE (5) FEET FROM THE OUTLET OF ANY DRYER VENT. CEnC2025 150.0 (H) 3.

INSTALLED AIR CONDITIONER AND HEAT PUMP SYSTEMS SHALL BE EQUIPPED

WITH LIQUID LINE DRIERS IF REQUIRED, AS SPECIFIC BY MANUFACTURER'S INSTRUCTIONS. CEnC2025 150.0 (H) 3.

11. ASSEMBLIES AT EXTERIOR WINDOW AND DOOR HEADERS IN 2X6 EXTERIOR WALLS SHALL BE R-5 MINIMUM PER 2025 SINGLE-FAMILY RESIDENTIAL

MANDATORY REQUIREMENTS

GENERAL MEP NOTES

PLUMBING NOTES
•
•

1. WATER HEATER
REFER TO T-24 ENERGY REPORT FOR REQUIRED PRODUCT. SEE SHEET A-930 FOR PRODUCT REFERENCE SHEETS.

WATER HEATER SHALL FOLLOW FIRST HOUR RATINGS REQUIRED IN TABLE PER 2025 CPC TABLE 501.1(2).

A. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED. (2025 CPC 609.12.1)
PIPES UP TO 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN DIAMETER OF PIPE. (2025 CPC 609.12.2)
PIPES GREATER THAN 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN 2 INCHES. (2025 CPC 609.12.2)
EXCEPTIONS:

1. PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE

REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. (2025 CPC 609.12.2)

2. HOT WATER PIPING BETWEEN THE FIXTURE CONTROL VALVE OR

SUPPLY STOP AND THE FIXTURE OR APPLIANCE SHALL NOT BE
REQUIRED TO BE INSULATED. (2025 CPC 609.12.2)
B. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULL

SIZE DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6" MINIMUM @ 2' MAX. ABOVE GRADE POINTING DOWNWARD TO THE TERMINATION - UNTHREADED.

C. COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.

D. CLEARANCES PER MANUFACTURE REQUIREMENTS.

FOR USE IN CITY OF ANTIOCH ONLY
B7
SD
IAQ
SD/MA
A
A
1 1
2 2
B
B
BED 1
CL.

LAUNDRY

BATH WH

KITCHEN/DINING
LIVING
OPT. COVERED
PORCH
8' - 0"
8' - 0 3/4"
F02
A
A
1 1
2 2
B
B
5" / 1'-0"5" / 1'-0"
5" / 1'-0" 5" / 1'-0"
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
137 SF
22 SF55 SF
23 SF 23 SF
RIDGE
VALLEY
VALLEY
RIDGE
K09
L01
M01
H10H09
M02
31 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 32 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 2 B
1' - 6"
5" / 1'-0"5" / 1'-0" 5" / 1'-0"
22 SF
VALLEY
VALLEY
2 B

LAUNDRY
WH
LIVING
8' - 0"

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS

OWNER/APPLICANT TO PROVIDE MANUFACTURER, COLOR/FINISH SPECIFICATIONS ON THE MATERIALS LEGEND ON THE ELEVATION SHEET.

EXTERIOR SOFFITS, RAKES, & EAVES

ASPHALT SHINGLE ROOF
ROOF REFLECTANCE (0.1) MIN.

ROOF EMITTANCE (0.85) MIN.

1. 2.

3. 4.

NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CWUIC 504 & CRC 704.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CRC TABLE R702.3.5

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CWUIC 504.

X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, MAY USE OPTION A OR C

B) YES,

MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR COMPOSITE SHINGLE ROOFING:

A) O'HAGIN TAPERED LOW PROFILE COMPOSITION SHINGLE.

72.0 SQ.IN OF AIR MOVEMENT PER VENT = 72. SQ.IN. / 144 = 0.5 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED"
= (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF)
"LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) B) O'HAGIN FIRE & ICE TAPERED LOW PROFILE COMPOSITION SHINGLE.

64.8 SQ.IN OF AIR MOVEMENT PER VENT = 65.8 SQ.IN. / 144 = 0.45 SF
(SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF) C)

ALTERNATIVE PRODUCT, MUST BE EQUAL TO PRODUCT ABOVE, AND PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING S

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWING

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 308 SF 1.03 SF 0.51 SF 0.51 SF

VENT TYPE COUNT
VENT
LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
LOWER
O'HAGIN SHINGLE ROOF VENT (LOWER) 2 2' - 8" 0.50 SF 1.00 SF UPPER
O'HAGIN SHINGLE ROOF VENT (UPPER) 2 2' - 8" 0.50 SF 1.00 SF

2.00 SF
SCALE: 1/4" = 1'-0"A1-121

REFLECTED CEILING PLAN -
CALIFORNIA RANCH2
SCALE: 1/4" = 1'-0"A1-121
ROOF PLAN - CAL RANCH1

KEYNOTES
F02 22" X 30" MINIMUM ATTIC ACCESS. PROVIDED SWITCH AND OUTLET AT ATTIC.

THERE IS NO HVAC EQUIPMENT (SUCH AS FURNACE, HEAT PUMP, OR FAU) IN THE ATTIC. PERMANENTLY ATTACH R-38 OR GREATER INSULATION TO ATTIC ACCESS DOOR USING ADHESIVE OR MECHANICAL FASTENERS CEnC 150.0 (a)1. PROVIDE GASKETED ATTIC ACCESS TO PREVENT AIR LEAKAGE CEnC 150.0 (a)1."
H09 ATTIC VENT (HIGH); UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. PAINT FINISH TO MATCH ROOF COLOR, SEE VENTING CALCS.

H10 ATTIC VENT (LOW); LOWER VENTILATORS SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE PER R806.2 EXCEPTION 2.

PROVIDE DAMPER TO PROVIDE 1" CLR. AIRSPACE WHERE REQ. PAINT FINISH TO MATCH ROOF COLOR, SEE VENTING CALCS.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

SCALE: 1/4" = 1'-0"A1-121
ROOF PLAN - NO COVERED PORCH OPTION3
SCALE: 1/4" = 1'-0"A1-121

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION4
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:16 PM

ROOF PLAN & REFLECTED

CEILING PLAN - CAL RANCH

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-121
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B8
A
A
1 1
2 2
B
B
BED 1
CL.

LAUNDRY
BATH
WH

KITCHEN/DINING
LIVING
OPT. COVERED
PORCH
8' - 0"
3" / 1'-0" 3" / 1'-0"
2 B
2' - 0"
3" / 1'-0" 3" / 1'-0"
3" / 1'-0"
22 SF55 SF
VALLEY
VALLEY
RIDGE
A
A
1 1
2 2
B
B
3" / 1'-0"3" / 1'-0"
3" / 1'-0" 3" / 1'-0"
TYP.
1' - 6" EAVE
TYP.
1' - 0" RAKE
137 SF
22 SF55 SF
23 SF 23 SF
RIDGE
VALLEY
VALLEY
RIDGE
K09
L01
M01
31 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 32 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ M01H10
H09
M02
2 B
LIVING

LAUNDRY
WH
8' - 0"

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, YOU MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR S-TILE ROOFING:

A) O'HAGIN HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

97.5 SQ.IN OF AIR MOVEMENT PER VENT = 97.5 SQ.IN. / 144 = .68 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) B) O'HAGIN FIRE & ICE HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

88.7 SQ.IN OF AIR MOVEMENT PER VENT = 88.7 SQ.IN. / 144 = .61 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF)

C) ALTERNATIVE PRODUCT, MUST PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWING

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS

OWNER/APPLICANT TO PROVIDE MANUFACTURER, COLOR/FINISH SPECIFICATIONS ON THE MATERIALS LEGEND ON THE ELEVATION SHEET.

EXTERIOR SOFFITS, RAKES, & EAVES

ASPHALT SHINGLE ROOF
ROOF REFLECTANCE (0.1) MIN.

ROOF EMITTANCE (0.85) MIN.

1. 2.

3. 4.

NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CWUIC 504 & CRC 704.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CRC TABLE R702.3.5

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CWUIC 504.

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 308 SF 1.03 SF 0.51 SF 0.51 SF

KEYNOTES
H09 ATTIC VENT (HIGH); UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. PAINT FINISH TO MATCH ROOF COLOR, SEE VENTING CALCS.

H10 ATTIC VENT (LOW); LOWER VENTILATORS SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE PER R806.2 EXCEPTION 2. PROVIDE DAMPER TO PROVIDE 1" CLR. AIRSPACE WHERE REQ. PAINT FINISH TO MATCH ROOF COLOR, SEE VENTING CALCS.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

SCALE: 1/4" = 1'-0"A1-122

REFLECTED CEILING PLAN -
MID-CENTURY MODERN2
SCALE: 1/4" = 1'-0"A1-122
ROOF PLAN - NO COVERED PORCH OPTION3
SCALE: 1/4" = 1'-0"A1-122
ROOF PLAN - MID-CENTURY MODERN1
SCALE: 1/4" = 1'-0"A1-122

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION4

VENT TYPE COUNT
VENT
LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
LOWER

O'HAGIN SHINGLE ROOF VENT
(LOWER)
2 2' - 8" 0.50 SF 1.00 SF
UPPER
O'HAGIN SHINGLE ROOF VENT (UPPER) 2 2' - 8" 0.50 SF 1.00 SF

2.00 SF
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:17 PM

ROOF PLAN & REFLECTED

CEILING PLAN - MID-CENTURY
MODERN

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-122
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B9
A
A
1 1
2 2
B
B
BED 1
CL.

LAUNDRY
BATH
WH

KITCHEN/DINING
LIVING
OPT. COVERED
PORCH
8' - 0"
8' - 0 3/4"
X24
2 B
1' - 6"
4" / 1'-0" 4" / 1'-0"
4" / 1'-0"
VALLEY
VALLEY
RIDGE
22 SF55 SF
RIDGE
HIP
HIP
RIDGE
A
A
1 1
2 2
B
B
4" / 1'-0"4" / 1'-0"
4" / 1'-0" 4" / 1'-0"
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
137 SF
22 SF55 SF
23 SF 23 SF
RIDGE
VALLEY
VALLEY
RIDGE
K10
L01
M01
21 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 22 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ M01 M02H12
H13
X24
2 B

LIVING LAUNDRY
WH
8' - 0" CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, YOU MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR S-TILE ROOFING:

A) O'HAGIN HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

97.5 SQ.IN OF AIR MOVEMENT PER VENT = 97.5 SQ.IN. / 144 = .68 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) B) O'HAGIN FIRE & ICE HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

88.7 SQ.IN OF AIR MOVEMENT PER VENT = 88.7 SQ.IN. / 144 = .61 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF)

C) ALTERNATIVE PRODUCT, MUST PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWING

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS
NOTE: VISIT GYPSUM.ORG FOR MORE INFORMATION.

1. 2.

3. 4.

NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CBC.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CBC 701A

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CBC 701A. IF WUI APPROVED PRODUCTS ARE REQUIRED,

PROVIDE SELECTED PRODUCT LISTINGS ON THE PRE-APPROVED ADU PROGRAM -

OPTION SELECTION HANDOUT (PAADU)
ROOFING; SEE PRE-APPROVED ADU PROGRAM - OPTION SELECTION HANDOUT (PAADU) FOR SELECTION & MORE INFORMATION. REFER TO TITLE SHEET TO VERIFY WUI REQUIREMENTS ARE APPLICABLE.

A) TONGUE & GROOVE (SOLID SAWN LUMBER)

B) FIBER CEMENT
C) EXT. GRADE FIRE RETARDANT TREATED SHEATHING
(LABEL SELECTION ON REFLECTED CEILING PLAN)
EXTERIOR SOFFITS, RAKES, & EAVES. SEE PRE-APPROVED ADU

PROGRAM - OPTION SELECTION HANDOUT (PAADU)
S-TILE CONCRETE ROOF TILE. ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE SEE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 308 SF 1.03 SF 0.51 SF 0.51 SF

KEYNOTES
H12 ATTIC VENT (HIGH). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

H13 ATTIC VENT (LOW). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

K10 S-TYPE CONCRETE ROOF TILE, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

X24 OPTIONAL PERGOLA. SEE STRUCTURAL
SCALE: 1/4" = 1'-0"A1-123

REFLECTED CEILING PLAN -
SPANISH COLONIAL2
SCALE: 1/4" = 1'-0"A1-123
ROOF PLAN - NO COVERED PORCH OPTION3
SCALE: 1/4" = 1'-0"A1-123
ROOF PLAN - SPANISH COLONIAL1
SCALE: 1/4" = 1'-0"A1-123

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION4
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:18 PM

ROOF PLAN & REFLECTED

CEILING PLAN - SPANISH

COLONIAL

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-123
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES

VENT TYPE COUNT
VENT
LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
LOWER
O'HAGIN S-TILE ROOF VENT (LOWER) 2 2' - 8" 0.68 SF 1.35 SF UPPER
O'HAGIN S-TILE ROOF VENT (UPPER) 2 2' - 8" 0.68 SF 1.35 SF

2.71 SF

FOR USE IN CITY OF ANTIOCH ONLY
B10
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
L07
P01
L01K09 L16
K08
K04
T12
K01 L03
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
52 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
11 L02
13 A-906
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 3' - 6"
L09 K04 L03
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
21 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-904
9 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
AB
K04
K09
L01
M01
B16
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-901
23 M02
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
1 2
3' - 6"
K08
L03 L09K01
L06
-
---
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 44 A-905
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-906
14 41
A-905
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
51 01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
12 KITCHEN/DININGLIVINGOPT. COVERED
PORCH

ALLOW AIRFLOW
2' - 6"

ATTIC ACCESS
REQ'D PER CRC R87
H15
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
44 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
31 B
L01K09
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
52 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
11 L16 K01L07
01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
BED 1 KITCHEN/DINING
S02
S03
G02
G01
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
32 T02
S04
01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
2 LIVING
MATERIALS LEGEND BOARD & BATTEN SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE) OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)

CALIFORNIA RANCH
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQUIRED.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE & GROOVE (NOTE: 1X T&G REQUIRES TYPE X GYP. FOR WUI COMPLIANCE) B) EXT. GRADE FIRE RATED PLYWOOD

THIN BRICK VENEER
ADHERED MASONRY VENEER (PER CRC R703.12)

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWUIC SECTION 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

GRAPHICS LEGEND PRODUCT COLOR AND FINISH

FILLED OUT BY OWNER/APPLICANT
PRODUCT LISTINGS: MANUFACTURER, PRODUCT LISTING, SIZE
IF ADU IS IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504 FILLED OUT BY OWNER/APPLICANT

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 1' - 6"
3' - 6"
L03 L09K01
SCALE: 1/4" = 1'-0"A1-101 A1-201
FRONT ELEVATION - CALIFORNIA RANCH1
SCALE: 1/4" = 1'-0"A1-101 A1-201
RIGHT ELEVATION - CALIFORNIA RANCH5
SCALE: 1/4" = 1'-0"A1-101 A1-201
REAR ELEVATION - CALIFORNIA RANCH4
SCALE: 1/4" = 1'-0"A1-101 A1-201
LEFT ELEVATION - CALIFORNIA RANCH2
SCALE: 1/4" = 1'-0"A1-101 A1-201
SECTION 2 - CALIFORNIA RANCH8

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

G01 4" CONCRETE SLAB ON GRADE, REFER TO STUCTURAL PLANS"CONCRETE STOOP AT OPTIONAL DOOR. SLOPE 1/4"/FT AWAY FROM THE BUILDING G02 CONCRETE FOOTING, REFER TO STUCTURAL PLANS
H15 WHERE AIRFLOW IS BLOCKED BY SHEAR PANEL, PROVIDE MINIMUM OF 12"X12" BLOCKED OPENING TO PROVIDE CROSS-VENTILATION.

K01 HORIZONTAL SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K04 VERTICAL BOARD & BATTEN SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K08 BRICK VENEER WAINSCOT, SEE SHEET A-913 FOR DETAILS AND SEE MATERIALS LEGEND FOR MORE INFORMATION.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L02 CORNER TRIM; SEE DETAILS FOR MORE INFORMATION.

L03 HORIZONTAL TRIM, SEE DETAILS FOR MORE INFORMATION.

L06 EXTERIOR LIGHT BY OWNER.

L07 DECORATIVE GABLE TRIM.

L09 FAUX DECORATIVE VENT, SEE DETAIL 31/A-901.

L16 BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET, MINIMUM OF 4" HIGH WITH A MIN. STROKE OF 1/2" (R319.1 CRC)
M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

P01 DECORATIVE PORCH RAILING, HEIGHT OF 24" MIN. TO 48" MAX. REQUIRED FOR WOOD: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT. REQUIRED: 30 INCHES MAX VERTICAL DROP IS PROHIBITED WITHIN 36 INCHES (HORIZONTALLY) OF THE PORCH, SEE DETAIL FOR MORE INFORMATION.

S02 EXTERIOR WALL INSULATION R-21.

S03 CEILING INSULATION R-30.

S04 RADIANT BARRIER REQUIRED, PER TITLE 24.

T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

SCALE: 1/4" = 1'-0"A1-101 A1-201
FRONT ELEV - NO PORCH3
SCALE: 1/4" = 1'-0"A1-101 A1-201
PLAN 1 - SECTION 1 - CAL RANCH7
SCALE: 1/4" = 1'-0"A1-101 A1-201
SECTION 2 - NO PORCH9
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:20 PM

ELEVATIONS & SECTIONS - CAL
RANCH

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-201
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES
SCALE: 1/4" = 1'-0"A1-201
RIGHT ELEV - NO PORCH6

FOR USE IN CITY OF ANTIOCH ONLY
B11
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
K09
T12
L16K01 K07
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
11 K03
54 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 51 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ -
---
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 41
A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
21 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
AB
K01
K09
L01
B16
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-901
23 M02
M01
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
1 2
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
43 01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
12 KITCHEN/DININGLIVINGOPT. COVERED
PORCH
H15
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
44 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
31 B
L16 L01 K09
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
11 K07 K03
T12
01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
BED 1 KITCHEN/DINING
G02
G01
S02
S03
T02
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
32 S04
01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
2 LIVING
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 GRAPHICS LEGEND
THIN STONE VENEER (PER CRC R703.12)
ADHERED MASONRY VENEER; SEE SHEET A-923 FOR REFERENCE EXAMPLE

PRODUCT COLOR AND FINISH
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQ.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE AND GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

FILLED OUT BY OWNER/APPLICANT

MATERIALS LEGEND MID-CENTURY
MODERN

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWUIC SECTION 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT LISTINGS: MANUFACTURER, PRODUCT LISTING, SIZE
IF ADU IS IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

FILLED OUT BY OWNER/APPLICANT

PANEL SIDING
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
SCALE: 1/4" = 1'-0"A1-101 A1-202
FRONT ELEVATION - MID-CENTURY MODERN1
SCALE: 1/4" = 1'-0"A1-101 A1-202
RIGHT ELEVATION - MID-CENTURY MODERN5
SCALE: 1/4" = 1'-0"A1-101 A1-202
REAR ELEVATION - MID-CENTURY MODERN4
SCALE: 1/4" = 1'-0"A1-101 A1-202
LEFT ELEVATION - MID-CENTURY MODERN2
SCALE: 1/4" = 1'-0"A1-101 A1-202
SECTION 2 -MID-CENTURY MODERN8

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

G01 4" CONCRETE SLAB ON GRADE, REFER TO STUCTURAL PLANS"CONCRETE STOOP AT OPTIONAL DOOR. SLOPE 1/4"/FT AWAY FROM THE BUILDING G02 CONCRETE FOOTING, REFER TO STUCTURAL PLANS
H15 WHERE AIRFLOW IS BLOCKED BY SHEAR PANEL, PROVIDE MINIMUM OF 12"X12" BLOCKED OPENING TO PROVIDE CROSS-VENTILATION.

K01 HORIZONTAL SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K03 FIBER CEMENT PANEL SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K07 STONE VENEER, SEE DETAIL 24 & 34/A-913 FOR DETAILS AND SEE MATERIALS LEGEND FOR MORE INFORMATION.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L16 BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET, MINIMUM OF 4" HIGH WITH A MIN. STROKE OF 1/2" (R319.1 CRC)
M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

S02 EXTERIOR WALL INSULATION R-21.

S03 CEILING INSULATION R-30.

S04 RADIANT BARRIER REQUIRED, PER TITLE 24.

T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

SCALE: 1/4" = 1'-0"A1-101 A1-202
FRONT ELEV - NO PORCH3
SCALE: 1/4" = 1'-0"A1-101 A1-202
PLAN 1 - SECTION 1 - MID-CENTURY MODERN7
SCALE: 1/4" = 1'-0"A1-101 A1-202
SECTION 3 - NO PORCH9
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:26 PM

ELEVATIONS & SECTIONS -

MID-CENTURY MODERN

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-202
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES
SCALE: 1/4" = 1'-0"A1-202
RIGHT ELEV - NO PORCH6

FOR USE IN CITY OF ANTIOCH ONLY
B12
01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
12 KITCHEN/DININGLIVINGOPT. COVERED
PORCH

ALLOW AIRFLOW
H15
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
34 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-912
21 01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
2 LIVING
B
K13 L06L09
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
41 K02
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
1 2
5' - 8"
L09
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
43 31
A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 34 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
AB
K02
K10
L01
M01
B16
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-901
23 M02
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 L09
L06
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
21 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 L09
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
5' - 8"
X24
L09L06
L16 K02
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
11 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
41 L05
32 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 52 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 01-GROUND FLOOR
0' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
BED 1 KITCHEN/DINING
S02
S03
G01
G02
T02
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-912
22 S04

CEMENT PLASTER STUCCO SIDING
(PER CRC R703.7)
S-TILE CLAY ROOF - CLASS C MIN. REQ.

MAXIMUM WEIGHT 10 PSF
ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.1, CRC R905.3)
GRAPHICS LEGEND:

IF IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS)
A) EXT. TONGUE & GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

MATERIALS LEGEND SPANISH COLONIAL

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWIUC 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT COLOR & FINISH:PRODUCT LISTINGS: MANUFACTURER, SIZE, TYPE (IF APPLICABLE)

FILLED OUT BY OWNER/APPLICANT FILLED OUT BY OWNER/APPLICANT

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

DECORATIVE DOOR TRIM

OWNER SELECTED TILE
SCALE: 1/4" = 1'-0"A1-101 A1-203
SECTION 2 - SPANISH COLONIAL8
SCALE: 1/4" = 1'-0"A1-101 A1-203
SECTION 3 - NO PORCH9

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

G01 4" CONCRETE SLAB ON GRADE, REFER TO STUCTURAL PLANS"CONCRETE STOOP AT OPTIONAL DOOR. SLOPE 1/4"/FT AWAY FROM THE BUILDING G02 CONCRETE FOOTING, REFER TO STUCTURAL PLANS
H15 WHERE AIRFLOW IS BLOCKED BY SHEAR PANEL, PROVIDE MINIMUM OF 12"X12" BLOCKED OPENING TO PROVIDE CROSS-VENTILATION.

K02 STUCCO SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K10 S-TYPE CONCRETE ROOF TILE, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

K13 OPTIONAL TILE TRIMMED DECORATIVE DOOR
L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L05 STUCCO BAND TRIM
L06 EXTERIOR LIGHT BY OWNER.

L09 FAUX DECORATIVE VENT, SEE DETAIL 31/A-901.

L16 BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET, MINIMUM OF 4" HIGH WITH A MIN. STROKE OF 1/2" (R319.1 CRC)
M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

S02 EXTERIOR WALL INSULATION R-21.

S03 CEILING INSULATION R-30.

S04 RADIANT BARRIER REQUIRED, PER TITLE 24.

T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.

X24 OPTIONAL PERGOLA. SEE STRUCTURAL
SCALE: 1/4" = 1'-0"A1-101 A1-203
FRONT ELEV - NO PORCH3
SCALE: 1/4" = 1'-0"A1-101 A1-203
LEFT ELEVATION - SPANISH COLONIAL2
SCALE: 1/4" = 1'-0"A1-101 A1-203
REAR ELEVATION - SPANISH COLONIAL4
SCALE: 1/4" = 1'-0"A1-101 A1-203
RIGHT ELEVATION - SPANISH COLONIAL5
SCALE: 1/4" = 1'-0"A1-203
RIGHT ELEV - NO PORCH6
SCALE: 1/4" = 1'-0"A1-101 A1-203
FRONT ELEVATION - SPANISH COLONIAL1
SCALE: 1/4" = 1'-0"A1-101 A1-203
SECTION 1 - SPANISH COLONIAL7
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:09:29 PM

ELEVATIONS & SECTIONS -

SPANISH COLONIAL

PRE-APPROVED ADU

CITY OF ANTIOCH
A1-203
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B13
Plan 2
B14
*OWNER/APPLICANT REQ. TO SELECT ONE OPTION FOR ALL OF THE FOLLOWING AND MARK THROUGH NON-APPLICABLE OPTIONS & VIEWS THROUGHOUT SET:

SPANISH COLONIAL

CALIFORNIA RANCH

STYLE SELECTION
(ALL STYLES)

COVERED FRONT PORCH OPTION
(B) NO, SEE VIEW:
(A) YES

OPTION SELECTIONS

WATER HEATER
(B) ALTERNATE WATER HEATER SPECIFIED BY A NEW T24 ENERGY REPORT IS PROVIDED AND APPROVED. MFR & MODEL:________________________________ (A) WATER HEATER, SPECIFIED BRAND/MODEL PER TITLE 24
OPTIONAL SLIDING DOOR AND SIDE PORCH @ KITCHEN
(B) NO
(A) YES; DOOR #107

MID-CENTURY MODERN
(SEE ELEVATION SHEET FOR SPECIFIC MATERIALS SELECTION)
/4 A2-101
PROJECT SCOPE:

1. 2.

CONSTRUCTION OF A NEW DETACHED 1 STORY 600 SF ACCESSORY DWELLING UNIT WITH 1 BEDROOMS AND 1 BATH.

ALL THE WORK SHOWN IN THE DRAWINGS AND SPECIFICATIONS.

G-002 TITLE SHEET - PLAN 2
G-101 GENERAL NOTES
G-102 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS
G-201 CAL GREEN RESIDENTIAL MANDATORY MEASURES
G-202 CAL GREEN RESIDENTIAL MANDATORY MEASURES
T24-100 CAL GREEN RESIDENTIAL MANDATORY REQUIREMENTS
T24-201 ENERGY COMPLIANCE - PLAN 2
T24-202 ENERGY COMPLIANCE - PLAN 2
AS101 EXAMPLE SITE PLAN
AS102 ARCHITECTURAL SITE PLAN
A2-100 PLAN 2 RENDERINGS
A2-101 FLOOR PLAN 2
A2-111 MECHANICAL, & ELECTRICAL PLANS
A2-121 ROOF PLAN & REFLECTED CEILING PLAN - CAL RANCH
A2-122 ROOF PLAN & REFLECTED CEILING PLAN - MID-CENTURY MODERN A2-123 ROOF PLAN & REFLECTED CEILING PLAN - SPANISH COLONIAL A2-201 ELEVATIONS & SECTIONS - CAL RANCH
A2-202 ELEVATIONS & SECTIONS - MID-CENTURY MODERN
A2-203 ELEVATIONS & SECTIONS - SPANISH COLONIAL
A2-204 ELEVATIONS - OPTIONS
A2-205 SECTIONS - NO PORCH
A-901 ARCHITECTURAL DETAILS - COMMON
A-902 ARCHITECTURAL DETAILS - COMMON
A-903 ARCHITECTURAL DETAILS - COMMON
A-904 ARCHITECTURAL DETAILS - COLUMNS
A-905 ARCHITECTURAL DEATILS - CALIFORNIA RANCH
A-906 ARCHITECTURAL DETAILS - CALIFORNIA RANCH
A-907 ARCHITECTURAL DETAILS - MID-CENTURY MODERN
A-908 ARCHITECTURAL DETAILS - SPANISH COLONIAL
A-911 ARCHITECTURAL DETAILS - ASPHALT SHINGLE ROOF
A-911W ARCHITECTURAL DETAILS - ASPHALT SHINGLE ROOF - WUI A-912 ARCHITECTURAL DETAILS - S-TILE ROOF
A-912W ARCHITECTURAL DETAILS - S-TILE ROOF - WUI
A-921 REFERENCE - PRODUCT DATA - ROOF VENT
S-101 SHEET INDEX, ABBREVIATION & SYMBOLS
S-102 GENERAL NOTES
S-103 GENERAL NOTES, SPECIAL INSPECTION & TESTS
S-201 CAL RANCH ROUNDATION & ROOF FRAMING PLAN
S-211 MID CENTURY MODERN FOUNDATION & ROOF FRAMING PLAN S-221 SPANISH COLONIAL FOUNDATION & ROOF FRAMING PLAN
S-301 TYPICAL CONCRETE DETAILS
S-311 CONCRETE DETAILS
S-401 TYPICAL WOOD DETAILS
S-402 TYPICAL WOOD DETAILS
S-403 TYPICAL WOOD DETAILS
S-404 TYPICAL WOOD DETAILS
S-421 ROOF FRAMING DETAILS
S-422 ROOF FRAMING DETAILS
Grand total: 48
CITY ANTIOCH PRE-APPROVED ADU - PLAN 2
SQUARE
FOOTAGE CONDITIONED?
PLAN 2 600 SF CONDITIONED
LANDING 16 SF UNCONDITIONED
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:20:44 PM
TITLE SHEET - PLAN 2

PRE-APPROVED ADU

CITY OF ANTIOCH
G-002
08/19/26

PUBLIC SET
SEE SHEET A2-201
SEE SHEET A2-202
SEE SHEET A2-203

PROJECT DIRECTORY PROJECT INFORMATION

UTILITIES
ADDRESS:

CONTACT:

EMAIL:

PHONE:

RRM DESIGN GROUP
3765 S. HIGUERA ST, SUITE 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

ARCHITECT

RANDY RUSSOM
[email protected]

USER LICENSE AGREEMENT

SIGNATURE DATE

VICINITY MAP (TO BE PROVIDED BY OWNER OR APPLICANT)
_________________________________________WATER AND SEWER SERVICE

ELECTRICAL SERVICE

GAS SERVICE

SEWER SERVICE
_________________________________________
_________________________________________
_________________________________________
(TO BE PROVIDED BY APPLICANT OR OWNER)
*FOR BUILDING DEPARTMENT REVIEW, INITIAL WHEN SECTION HAS BEEN REVIEWED

1. 2.

3. 4.

5. ANY PROPOSED ENERGY STORAGE SYSTEM (ESS) SHALL FOLLOW SINGLE-FAMILY RESIDENTIAL MANDATORY REQ. SUMMARY SECTION 150.0(s) AND WILL REQUIRE A SEPARATE PERMIT TO BE PULLED BY APPLICANT.

VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION (VERIFICATION DETAILS FROM VCHP STAFF REPORT, APPENDIX B, AND RA3) (PER TITLE 24).

THIS PLAN IS INTENDED FOR FLAT LOTS (SLOPING LESS THAN 10" ACROSS THE

LONGEST BUILDING DIMENSION), WITHOUT HIGHLY EXPANSIVE OR LIQUEFIABLE

SOILS, WHERE THE MAIN DWELLING UNIT IS SUPPORTED IN SHALLOW FOOTINGS WITH SLABS ON GRADE CONSTRUCTION. IF THE PROJECT SITE DEVIATES FROM ANY

OF THE AFOREMENTIONED QUALITIES, AS DETERMINED BY THE BUILDING OFFICIAL,

THERE PRE-APPROVED ADU FOUNDATION PLANS AND DETAILS ARE NOT APPLICABLE.

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE

INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2025 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW.

FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. _____________________________________
_____________________________________
PREPARED BY:

DATE PREPARED:

JOB NUMBER:

CARSTAIRS ENERGY

ENERGY COMPLIANCE
JUNE 24, 2026
26-062420
•
•
•
•
•
•
•
•
•
•
HERS VCHP:

HERS RATER WILL NEED TO FOLLOW THE VERIFICATION AND TESTING

PROTOCOL FOR THE VARIABLE CAPACITY HEAT PUMP CREDIT REQUIREMENTS,

INCLUDING BUT NOT LIMITED TO, VERIFIED REFRIGERANT CHARGE, VERI FIED
MINIMUM HSPF AND EER/SEER, AND CAPACITY; DUCTLESS INDOOR UNITS AND THE COMPONENTS ARE WITHIN THE CONDITIONED ENVELOPE; AND AIRFLOW PROVIDED TO ALL HABITABLE SPACES (BEDROOMS AND LIVING SPACE).

THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD-VERIFIED

BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE OF THIS COMPUTER ANALYSIS. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY.

QUALITY INSULATION INSTALLATION (QII)

INDOOR AIR QUALITY VENTILATION
KITCHEN RANGE HOOD TABLE 150.0-G160

VERIFIED REFRIGERANT CHARGE
AIRFLOW IN HABITABLE ROOMS (SC3.1.4.1.7)

VERIFIED HEAT PUMP RATED HEATING CAPACITY
WALL-MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 FT2 (SC3.4.5)

DUCTLESS INDOOR UNITS LOCATED ENTIRELY IN CONDITIONED SPACE (SC3.1.4.1.8)

BATHROOM, KITCHEN, AND WHOLE HOUSE VENTILATION

WHEN PHOTOVOLTAIC SYSTEM IS REQUIRED (SEE PV SECTION FOR

SELECTION)
SEE SHEET S-103 FOR REQUIRED SPECIAL INSPECTIONS

A REGISTERED DESIGN PROFESSIONAL SHALL COMPLETE THE CITY OF ANTIOCH STATEMENT OF REQUIRED SPECIAL INSPECTIONS CERTIFICATE (FORM PLG-240) PRIOR TO PERMIT ISSUANCE. IDENTIFY THE TYPE OF WORK REQUIRING SPECIAL

INSPECTIONS IN THE PLANS AND THE INDIVIDUALS OR FIRMS RESPONSIBLE FOR THE SPECIAL INSPECTION ELEMENT(S).

FOR FURTHER INSTRUCTIONS SEE S-103.

OWNER/APPLICANT HAS COMPLETED SPECIAL INSPECTION FORM
OWNER/APPLICANT SIGNATURE:____________________________
OWNER/APPLICANT TO SIGN & SUBMIT SEPARATE SUPPORTING DOCUMENT "USER LICENSE AGREEMENT" IN ADDITION TO SIGNING THIS USER AGREEMENT BELOW:

BY USING THESE PERMIT READY ACCESSORY DWELLING UNIT CONSTRUCTION

DOCUMENTS, THE USER AGREES TO RELEASE, HOLD HARMLESS, AND INDEMNIFY

THE CITY OF ANTIOCH, ITS ELECTED OFFICIALS AND EMPLOYEES, RRM DESIGN

GROUP, AND THE ARCHITECT OR ENGINEER WHO PREPARED THESE

CONSTRUCTION DOCUMENTS FROM ANY AND ALL CLAIMS, LIABILITIES, SUITS AND

DEMANDS ON ACCOUNT OF ANY INJURY, DAMAGE OR LOSS TO PERSONS OR

PROPERTY, INCLUDING INJURY OR DEATH, OR ECONOMIC LOSSES, ARISING OUT OF THE USE OF THESE CONSTRUCTION DOCUMENTS.

THE PLANS ATTACHED HERE ARE APPROVED FOR ONLY USE IN CITY OF ANTIOCH.

NO DEVIATIONS, ALTERATIONS, OR OPTIONS BEYOND THOSE SPECIFICALLY

INDICATED IN THE PLANS ARE ALLOWED WITHOUT PRIOR APPROVAL BY THE ISSUING JURISDICTION AND CHIEF BUILDING OFFICIAL. THIS SET OF PLANS SHALL NOT BE USED FOR A PUBLIC HOUSING PROJECT.

1. 2.

3. 4.

5. 6.

7. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU AND APPROVED PRIOR TO INSTALLATION. PLANS AND INSTALLATION MUST BE BY A C16 LICENSED SPRINKLER CONTRACTOR.

SECTION 903.3.1.3 NFPA 13D SPRINKLER SYSTEMS AUTOMATIC FIRE SPRINKLER SYSTEMS INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3.

SECTION 903.2.8 GROUP R AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA.

SECTION 903.2.8.1 GROUP R-3 AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.3 SHALL BE PERMITTED IN GROUP R-3 OCCUPANCIES.

LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM 1 INCH WATER SHALL BE INSTALLED.

A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL INSPECTION.

A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR TO FRAME INSPECTION. ONLY THE NEW PIPING SHALL BE TESTED.

FIRE PROTECTION

TRUSS CALCULATIONS
FIRE SPRINKLER (IF APPLICABLE, SEE FIRE SPRINKLERS SECTION.)

DEFERRED SUBMITTAL(S)
SITE INFORMATION:

APN:

LOT SIZE (SQ FT):

EXISTING USE:

LAND USE:

PROPOSED USE:

LOT COVERAGE

ACCESSORY
STRUCTURE(S) SF:

REAR: 4' - 0"
PRIMARY BUILDING SF: FRONT:

SIDES: 4' - 0"

SETBACKS
_____________
_____________
_____________
_____________
MIN.

REQUIRED: PROPOSED:

FIRE SPRINKLERS (WHEN REQUIRED) NOTES:

DOES THE PRIMARY RESIDENCE HAVE NFPA 13D SPRINKLERS?
NO: THEREFORE, THE PROPOSED ADU IS NOT REQUIRED TO BE SPRINKLERED YES: THEREFORE, THE PROPOSED ADU IS REQUIRED TO BE SPRINKLERED (TO BE PROVIDED BY

OWNER / APPLICANT)
BUILDING INFORMATION:

CONSTRUCTION TYPE: VB
MAX HEIGHT ALLOWED:

ZONING:

SPRINKLERED: (SEE FIRE SPRINKLER

SECTION ON THIS SHEET)
PROPOSED HEIGHT: _______
NUMBER OF STORIES: 1 OCCUPANCY GROUP: R-3

SHEET INDEX
LOT COVERAGE SF:

FLOOR AREA RATIO:

BETWEEN
STRUCTURES:

HERS QII REQUIRED

OWNER / APPLICANT TO LIST SERVICE PROVIDERS IN SPACES BELOW (SEE SITE PLAN, SHEET AS101 FOR INFORMATION AND LOCATIONS OF ALL UTILITIES)

ELECTRICAL PANEL (SEE PLANS & SITE PLAN FOR LOCATION)
NOTE: SPECIFY IF THE ADU WILL HAVE ITS OWN SEPARATE UTILITY SERVICE INSTALLED OR IF THE ADU WILL BE SUB-FED FROM AN EXISTING ADEQUATE SERVICE.

PROVIDE COMPLETE ELECTRICAL LOAD CALCULATIONS FOR REVIEW. IF SUB-FED,

PLEASE PROVIDE A SECOND AND SEPARATE LOAD CALCULATION OF THE EXISTING SERVICE TO JUSTIFY IT IS ADEQUATE FOR THE ADDITIONAL LOADS. (B) A NEW ELEC. SUBPANEL CONNECTS TO THE ELEC. MAIN PANEL OF 220 AMP ON THE PRIMARY HOME WITH A 225 AMP MIN. BUSBAR RATING
(A) NEW ELEC. MAIN PANEL OF 200 AMP WITH 225 AMP MIN. BUSBAR RATING (C) NEW ELEC. MAIN PANEL MIN. 400 AMP DUAL METER AT PRIMARY HOUSE WITH A NEW ELEC. SUB-PANEL AT ADU THAT CONNECTS TO THE MAIN PANEL

THE ADU AND PRIMARY DWELLING UNIT SHALL HAVE SEPARATE, INDEPENDENT WATER SUPPLY AND SANITARY SEWER SYSTEMS.

NOTE: A NEW SEPTIC SYSTEM IS ONLY PERMITTED WHEN NO PUBLIC SEWER IS DEEMED AVAILABLE; A PERCOLATION REPORT AND SEPTIC DESIGN ARE REQ.) IF NO, SELECT ONE OF THE FOLLOWING:

NEW SEWER LINES CONNECTED DIRECTLY TO PUBLIC RIGHT OF WAY.

NEW SEWER LINES BRANCHED OFF EXISTING MAIN LINES ON THE PROPERTY.

NOTE: SEE SITE PLAN CHECKLIST ON AS-101 AND SITE PLAN ON AS-102 FOR MORE INFORMATION AND LOCATIONS.

OWNER/APPLICANT SIGNATURE:__________________________
(SELECTIONS TO BE PROVIDED BY APPLICANT OR OWNER)
NEW WATER SUPPLY CONNECTED DIRECTLY TO PUBLIC RIGHT OF WAY.

NEW WATER SUPPLY BRANCHED OFF EXISTING MAIN LINES ON THE PROPERTY.

NOTE: ADU AND PRIMARY DWELLING UNIT SHALL HAVE SEPARATE, INDEPENDENT WATER SUPPLY. SEE SITE PLAN CHECKLIST ON AS-101 AND SITE PLAN ON AS-102 FOR MORE INFORMATION AND LOCATIONS.

PROJECT ADDRESS: (TO BE PROVIDED BY

OWNER / APPLICANT)
(TO BE PROVIDED BY

OWNER / APPLICANT)
NO NEW SEPTIC SYSTEM.

NEW SEPTIC SYSTEM; PROVIDE STAMPED DEH EXHIBIT. OWNER/APPLICANT REQUIRED TO PROVIDE DOCUMENTATION OF CITY OF ANTIOCH APPROVAL. (SELECTIONS TO BE PROVIDED BY APPLICANT OR OWNER)

ALL PLAN USERS MUST SUBMIT A COMPLETED USER LICENSE
AGREEMENT AT THE TIME OF APPLICATION SUBMITTAL.

OWNER / APPLICANT TO PROVIDE THE TITLE REPORT

STAFF INITIALS

STAFF INITIALS
16' - 0"

STAFF INITIALSSTAFF INITIALS

SEE ELEVATIONS

WASTE WATER

WASTE SUPPLY

ELECTRICAL PANEL
ADDRESS:

CONTACT:

EMAIL:

PHONE:

RRM DESIGN GROUP
3765 S. HIGUERA ST, SUITE 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

STRUCTURAL

ENGINEER

JESSICA MEADOWS
[email protected]
ADDRESS:

CONTACT:

EMAIL:

PHONE:

APPLICANT

SERVICE PROVIDERS
SETBACK RESTRICTIONS - FIRE RATINGS:

NO
YES; IF YES, FIRE RATED WALL & PROJECTIONS REQUIRED PER 2025 CRC SECTION R302.1 FIRE RATED WALL DETAIL: 51/A-901 & 52-/A-901 IF YES, FIREBLOCKING IS REQUIRED IN PROJECTIONS, RAKES AND EAVES.

SEE DETAILS: 31/32/A-911, 31/32/A-911W, 11/12/21/22/A-913, 31/32/51/52/A-913W IS THE ADU LESS THAN 5' TO ANY PROPERTY LINE AND/OR LESS THAN 10' FROM ANY ADJACENT BUILDING OR STRUCTURE?

1. 2.

3. PORTIONS OF THE CITY OR COUNTY ARE LOCATED WITHIN A FHSZ. TO

DETERMINE IF YOUR STRUCTURE IS LOCATED IN A FHSZ, PLEASE VISIT CAL FIRE WEBSITE: HTTPS://OSFM.FIRE.CA.GOV/WHAT-WE-DO/COMMUNITY-

WILDFIRE-PREPAREDNESS-AND-MITIGATION/FIRE-HAZARD-SEVERITY-ZONES INDICATE BELOW WHAT ZONE YOUR STRUCTURE IS TO BE BUILT IN:

VERY HIGH HIGH MODERATE NONE

IF STRUCTURE IS LOCATED IN HIGH OR VERY HIGH SEVERITY ZONE, ALL CONSTRUCTION OF THE ADU STRUCTURE MUST COMPLY WITH CWUIC 504.

THIS PROTOTYPE ADU PLAN PROVIDES DESIGNS THAT COMPLY WITH PROVISIONS REQUIRED BY THE CWUIC 504. PLEASE SEE APPLICABLE DETAIL SHEETS: A-911W & A-912W
FIRE HAZARD SEVERITY ZONE (FHSZ) LEVEL:

FIRE SPRINKLERS:

WILDLAND-URBAN INTERFACE:

OPTIONAL SIDE PORCH - MID-CENTURY MODERN 60 SF UNCONDITIONED

OPTIONAL COVERED FRONT PORCH - MID-CENTURY
MODERN
60 SF UNCONDITIONED
OPTIONAL COVERED SIDE PORCH - CAL RANCH 60 SF UNCONDITIONED OPTIONAL COVERED FRONT PORCH - CAL RANCH 60 SF UNCONDITIONED OPTIONAL SIDE PORCH - SPANISH COLONIAL 60 SF UNCONDITIONED

OPTIONAL COVERED FRONT PORCH - SPANISH

COLONIAL
72 SF UNCONDITIONED

CALIFORNIA RANCH SPANISH COLONIALMID-CENTURY MODERN

ADDITIONAL INFORMATION

SPECIAL INSPECTIONS STAFF INITIALS

NO, PV NOT REQUIRED PER CALIFORNIA ENERGY CODE SECTION
150.1(C)14 EXCEPTION (2) PV SYSTEM SIZE SPECIFIED BY SECTION 150.1(C)14 IS LESS THAN 1.8 KWDC.

PHOTOVOLTAIC SYSTEM (PV) (DEFERRED SUBMITTAL)

STAFF INITIALS
SOLAR READY REQUIREMENTS SHALL BE IMPLEMENTED. FOR MORE INFORMATION SEE "SOLAR READY NOTES" ON SHEET G-101.

FOR USE IN CITY OF ANTIOCH ONLY
B15
(E) STREET NAME

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"
4' - 0" MIN. SETBACK
XX' - XX"XX' - XX"XX' - XX"

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"XX' - XX"

OVERALL DIMENSION OF NEW ADU
XX' - XX"
XX' - XX" FROM ADU TO (E) RESIDENCE

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"XX' - XX"
XX'-XX" (DISTANCE)
(E) SINGLE FAMILY

RESIDENCE EXAMPLE
(ADDRESS)
(FOOTPRINT SF)
(N) ACCESSORY

DWELLING UNIT

EXAMPLE
SXX° XX'X"E
XX'-XX" (DISTANCE)
NXX° XX'X"W
NXX° XX'X"W (PROPERTY LINE BEARINGS)
XX'-XX" (DISTANCE)
SXX° XX'X"E

SETBACK
MIN 4'
MIN 4' - 0" SETBACK
XX' - XX"
MIN. 5' - 0" MIN. 5' - 0"
(E) PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
XX'-XX" (DISTANCE)
(E) SIDEWALK

EXAMPLE
(E) PROPERTY LINE
MIN. 4' - 0" SETBACK
XX' - XX"
(E) RETAINING WALL EXAMPLE
(DISTANCE FROM PROPERTY LINE TO (E) RESIDENCE
XX' - XX"

X XX X XXX X
(N) MECHANICAL EQUIPMENT LOCATION
EXAMPLE; NOT LESS THAN 30" OF

CLEARANCE IN WIDTH, DEPTH, & HEIGHT

SHALL BE PROVIDED TO ACCESS THE
EQUIPMENT. (2025 CMC SECTION 304.1)
(N) APPLICANT TO ILLUSTRATE AND

ANNOTATE PROPOSED APRONS,
LANDINGS, PORCHES, OVERHANGS, MECH.
/ ELEC. ITEMS AND PROPOSED ACCESS
POINTS

LOCATE ELECTRICAL (ALL) PANELS

SEE TITLE SHEET FOR PANEL OPTIONS AND
MAXIMUM AMPERAGE FOR THE PROPOSED ADU.
(E) EXISTING SWIMMING POOL

EXAMPLE (OWNER / APPLICANT

TO PROVIDE SF)

EASEMENT EXAMPLE
(ANY/ALL SHALL BE SHOWN)

SETBACK
XX' - XX"
XX' - XX"
MIN. 10'
(N) ASSUMED PROPERTY LINE
(E) SETBACK
(E) SETBACK
(E) SETBACK
XX'-XX" SETBACK

DISTANCE OF NEAREST POINT OF ADU TO CENTERLINE OF
IMAGINARY LINE BETWEEN THE TWO BUIDLINGS (UNDER 5' - 0" 1- HOUR FIRE-RATED WALL AND 1-HOUR FIRE-RATED EAVE REQUIRED).

DISTANCE OF NEAREST POINT OF ADU TO

ADJACENT PROPERTY LINE (WHEN UNDER
5' - 0," 1-HOUR FIRE-RATED WALL AND 1-
HOUR FIRE-RATED RAKE/EAVE REQUIRED).
(FOOTPRINT SF)

PROVIDE ALL DIMENSIONS FOR

ALL (E) AND/OR (N) PAVED AREAS

PROVIDE ALL DIMENSIONS, OF (E) DRIVEWAY(S)
XX' - XX"
XX' - XX"
XX' - XX"
XX' - XX"
(E) FENCE EXAMPLE
(PROVIDE DIMENSIONS)
(E) FENCE EXAMPLE
(PROVIDE DIMENSIONS)
XX
(E) SIDEWALK

EXAMPLE
(CENTERLINE OF STREET)

OWNER/APPLICANT TO

INDICATE MAIN ENTRANCE

SITE PLAN LEGEND

EASEMENTS

SETBACK

PROPERTY LINE (E) FENCEX X
(E) WALLS/

RETAINING WALLS

SITE PLAN CHECKLIST

DRAWING SCALE
SITE PLAN SHOULD BE DRAWN TO A MEASURABLE SCALE.

PROPERTY LINES
SHOW OUTLINE OF PROPERTY USING DASHED LINE IN LEGEND. INDICATE THE BEARING AND DISTANCE OF THE PROPERTY LINE.

LABEL YARDS

LABEL FRONT, REAR, SIDE YARDS, AS WELL AS DRIVEWAYS, PATHWAYS AND ANY OTHER HARDSCAPE.

SETBACKS

DIMENSION THE DISTANCE BETWEEN BUILDINGS AND PROPERTY LINES, AS WELL AS BUILDINGS TO OTHER STRUCTURES. SETBACKS TO SIDE AND REAR PROPERTY SIDE SHALL BE A MINIMUM OF (4' - 0").

EASEMENTS
REFER TO LEGEND. MUST INCLUDE ALL APPLICABLE EASEMENTS. PROPOSED STRUCTURE SHALL COMPLY WITH EASEMENT REQUIREMENTS.

A.

B.

C.

D.

PROVIDE THE EXACT LOCATION AND LABEL ALL OF THE EXISTING &

PROPOSED UTILITIES ON THE SITE PLAN

THIS INCLUDES BUT IS NOT LIMITED TO UTILITIES, POLES, SEPTIC, SEWER, DRAINS, ELECTRICAL, GAS METERS, LINES, AND ANY PHOTOVOLTATIC.

INDICATE SEWER ELEVATION OF LATERAL AND MAIN CONNECTION.

IF ON SEPTIC SYSTEM, PROVIDE DEPARTMENT OF ENVIRONMENTAL

HEALTH (DEH) EXHIBIT WITH LEACH LINES SHOWN AND AREA FOR NEW LEACH LINES. SEWER MAIN EXTENSION MAY BE REQUIRED. INCLUDE

LOCATIONS AND ALL ELEVATIONS OF PROPOSED SEPTIC / SEWER / LEACH LINES. PROVIDE INVERT ELEVATIONS AT CLEANOUT, SEWER MAIN

CONNECTION, ADU CONNECTION, AND AT ANY OTHER CONNECTION POINTS.

PLEASE SPECIFY ON THE PLANS IF THE ADU WILL HAVE NEW

INDEPENDENT SERVICES DIRECTLY FROM THE PUBLIC RIGHT OF WAY

CONNECTION OR IF THE SERVICES WILL BE BRANCHED OFF THE EXISTING MAIN LINES ON THE PROPERTY.

JUSTIFY PIPE SIZES SHOWN ON THE PLAN ARE ADEQUATE FOR THE PROPOSED ADU SERVICES. IF THE SERVICES ARE CONNECTED TO THE

EXISTING MAIN SERVICES, THEN PROVIDE JUSTIFICATION THAT THE

EXISTING MAINS CAN HANDLE THE NEW INCREASED FLOWS OF THE ADU FOR WATER SUPPLY AND SANITARY SEWER SYSTEMS. PLEASE USE 2025 CPC TABLE 610.3, TABLE 610.4, AND SECTION 610.5 FOR JUSTIFICATION.

NOTE, IF USING APPENDIX A SIZING CRITERIA, PLEASE INCLUDE THE CPC APPENDIX A CHART ON THE PLAN.

LABEL STREETS & SIDEWALKS

DIMENSION BUILDING SEPARATION

DIMENSION THE DISTANCE BETWEEN THE PROPOSED ADU AND ANY EXISTING

STRUCTURES

LOT COVERAGE CALCULATION

TOTAL FOOTPRINT AREA FOR STRUCTURES ON SITE / LOT AREA

LOCATION OF RAIN WATER LEADERS

THE ROOF DRAINS SHOULD DRAIN AWAY FROM THE PROPERTY LINES AND INTO THE LANDSCAPE AREA.

SCALE: 1/10" = 1' - 0"EXAMPLE SITE PLAN

SWIMMING POOLS

ALL EXISTING SWIMMING POOLS SHALL BE SHOWN ON THE SITE PLAN AND SHALL HAVE 10' MINIMUM SETBACK TO THE NEW ADU STRUCTURE.

FOOTPRINT OF ALL EXISTING BUILDINGS & STRUCTURES - PLOT THE EXISTING BUILDINGS ONSITE. THIS INCLUDES ALL STRUCTURES / PORCHES / GAZEBOS. INDICATE SQUARE FOOTAGE OF EXISTING RESIDENCE.

NORTH ARROW

PORCHES
THERE SHALL BE NO MORE THAN 30 INCHES MEASURED VERTICALLY TO THE

FLOOR OR GRADE BELOW (INCLUDING FLOORS, STAIRS, RAMPS, AND LANDINGS) ANYWHERE MEASURED LESS THAN 36 INCHES HORIZONTALLY TO THE EDGE OF THE PORCH/SLAB/SURFACE OF THE RAIL. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION

EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY PER 2025 CRC, SECTION 308.1.

NOT LESS THAN 30" OF CLEARANCE IN WIDTH, DEPTH, & HEIGHT SHALL BE PROVIDED TO ACCESS EXTERIOR MECHANICAL EQUIPMENT. SHOW
LOCATION ON SITE PLAN & LABEL (2025 CMC SECTION 304.1 & 2025 CPC 504.3).

PROPOSED ADU IS TO BE FULLY ELECTRIC. INSTALLATION OF A GAS LINE TO THE PROPOSED ADU WILL NOT BE PERMITTED.

CALL BEFORE YOU DIG! CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 AT LEAST 2 WORKING DAYS BEFORE EXCAVATING.

UNLESS OTHERWISE NOTED ON THE PLANS, FINISHED GROUND SURFACES SHALL BE GRADED TO DRAIN THE FINISHED SITE PROPERLY WITHIN 10-FEET OF ANY BUILDING FOUNDATION WITH A SLOPE OF 5% AWAY FROM ANY BUILDING OR STRUCTURE. ALL EXTERIOR HARDSCAPE WITHIN 10-FEET OF A BUILDING FOUNDATION SHALL BE INSTALLED WITH A 2% MINIMUM SLOPE AWAY FROM ANY BUILDING OR STRUCTURE. DRAINAGE SWALES SHALL BE A

1.5% MINIMUM SLOPE. ALL GRADED SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3H TO 1V (33%), UNLESS SHOWN OTHERWISE ON THE PLANS.

LOT GRADING SHALL CONFORM AT THE PROPERTY LINES AND SHALL NOT

SLOPE TOWARD PROPERTY LINES IN A MANNER WHICH WOULD CAUSE STORM WATER TO FLOW ONTO NEIGHBORING PROPERTY. HISTORIC

DRAINAGE PATTERNS SHALL NOT BE ALTERED IN A MANNER TO CAUSE DRAINAGE PROBLEMS TO NEIGHBORING PROPERTY.

NEW RAINWATER DOWNSPOUTS SHALL BE DISCONNECTED AND DIRECT RUNOFF TO A LANDSCAPED AREA. DOWNSPOUTS MAY BE CONNECTED TO A

POP-UP DRAINAGE EMITTER IN THE LANDSCAPED AREA OR MAY DRAIN TO

SPLASH BLOCKS OR COBBLESTONES THAT DIRECT WATER AWAY FROM THE BUILDING.

CONTRACTOR TO FIELD VERIFY EXISTING DRAINAGE. IF THE EXISTING

DRAINAGE SYSTEM IS DAMAGED DURING EXCAVATION, CONTRACTOR SHALL

REPAIR AND/OR REROUTE DRAINAGE SYSTEM AND CONNECT TO EXISTING DRAINAGE FACILITY AS NECESSARY.

EXISTING PUBLIC IMPROVEMENTS THAT ARE DAMAGED BY THE PROJECT CONSTRUCTION SHALL BE REPAIRED OR REPLACED. EXISTING DAMAGED

PUBLIC IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL BE REPAIRED

OR REPLACED EVEN IF THE DAMAGE OCCURRED PRIOR TO THE START OF CONSTRUCTION.

EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO OCTOBER 1 AND SHALL BE MAINTAINED DAILY UNTIL APRIL 30. THESE

FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS

AND PROVIDE FOR THE SAFE DISCHARGE OF SILT-FREE STORM WATERS INTO EXISTING STORM DRAIN FACILITIES. EROSION AND SEDIMENT CONTROL

SUPPLIES MUST BE KEPT ON-SITE DURING THE DRY SEASON AND EMPLOYED, AS NECESSARY PRIOR TO AND DURING RAIN EVENTS.

SEASONALLY APPROPRIATE BEST MANAGEMENT PRACTICES FOR THE

FOLLOWING SITE MANAGEMENT CATEGORIES MUST BE IMPLEMENTED YEAR- ROUND: 1) EROSION CONTROL; 2) RUN-ON AND RUN-OFF CONTROL; 3) SEDIMENT CONTROL; 4) GOOD SITE MANAGEMENT; AND 5) NON-
STORMWATER MANAGEMENT.

AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION

ACTIVITY WITHIN A PUBLIC STREET RIGHT OF WAY THAT HAS BEEN ACCEPTED BY THE CITY.

SITE PLAN GENERAL NOTES

LOCATION OF ELECTRICAL PANEL

SEE COVER SHEET FOR PANEL OPTION AND MAXIMUM AMPERAGE FOR THE PROPOSED ADU. ADDITIONAL CALCULATIONS MY BE REQUIRED BASED ON CHOSEN ELECTRICAL PANEL.

DRIVEWAY / PAVED ACCESS

SHOW THE PROPOSED (OR EXISTING) DRIVEWAY / PAVED ACCESS TO THE PROPOSED ADU.
(FOR PLANNING STAFF ONLY) INITIAL WHEN THIS SHEET HAS BEEN REVIEWED. STAFF INITIALS:________________ NOTE: THIS IS AN EXAMPLE SITE PLAN FOR AN INTERIOR
LOT. EXACT LAYOUT, DIMENSIONS, AND BEARINGS SHALL
BE PROVIDED BY OWNER/APPLICANT.
(E) EXISTING (N) NEW
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:20:59 PM

EXAMPLE SITE PLAN

PRE-APPROVED ADU

CITY OF ANTIOCH
AS101
08/19/26

PUBLIC SET
1-HR FIRE CONSTRUCTION

GRADING & DRAINAGE

LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 ” WITHIN THE FIRST 10 FT. (5% SLOPE). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6” OF FALL WITHIN 10 FT., DRAINS OR SWALES

SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
STRUCTURE. 2025 CRC R401.3, 2025 CBC 1804.4

NEW STRUCTURE ADDRESS
NEW STRUCTURE SHALL BE PROVIDED WITH A NEW APPROVED ADDRESS.

THE ADDRESS SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. EACH CHARACTER SHALL BE NOT LESS THAT 4" IN HEIGHT WITH A STROKE WIDTH F NOT LESS THAN 1/2" 2025 CRC SECTION R308.1
IS (N) ADU LESS THAN 5' TO ANY PROPERTY LINE OR 10' FROM ANY ADJACENT BUILDING OR STRUCTURE:

YES, IF YES, FIRE-RATED WALL REQUIRED PER 2025 CRC R302.1 AT LOCATIONS WHERE THE ADU IS LESS THAN 5' FROM THE PROPERTY LINE OR LESS THAN 10' FROM ANY ADJACENT BUILDING OR STRUCTURE.

FIRE RATED WALL DETAILS: 51/A-901 & 52-/A-901
FIREBLOCKING IS REQUIRED IN PROJECTIONS, RAKES AND EAVES. SEE DETAILS: 31/32/A-911, 31/32/A-911W, 11/12/21/22/A-913, 31/32/51/52/A-913W IF YES, PROJECTIONS ARE REQUIRED TO BE 1-HOUR CONSTRUCTION.

HOWEVER, THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG, IF

FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE

UNDERSIDE OF THE ROOF SHEATHING IF ONE OF THE FOLLOWING SEPARATION DISTANCES ARE MET IN APPROPRIATE TABLE: TABLE 302.1(1) & TABLE 302.1(2).

A) NON-SPRINKLERED & FIRE SEPARATION DISTANCE
PROJECTIONS ARE ≥5'-0"

B) SPRINKLERED & FIRE SEPARATION DISTANCE
PROJECTIONS ARE ≥3'-0"

NO, NO FURTHER ACTION NEEDED

FOOTPRINT OF PROPOSED ADU - PLOT PROPOSED ADU BUILDING
FOOTPRINT. INCLUDE ANY OPTIONAL PORCHES IF SELECTED. INDICATE SQUARE FOOTAGE OF PROPOSED ADU.

IMPERVIOUS SURFACES
IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. 2025 CRC R401.3, 2025 CBC 1804.4

FOR USE IN CITY OF ANTIOCH ONLY
B16
SCALE:SITE PLAN NORTH ARROW
SITE PLAN TO BE PROVIDED BY APPLICANT REFER TO AS101 FOR EXAMPLE SITE PLAN DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:20:59 PM

ARCHITECTURAL SITE PLAN

PRE-APPROVED ADU

CITY OF ANTIOCH
AS102
08/19/26

PUBLIC SET

FOR USE IN CITY OF ANTIOCH ONLY
B17
PLAN 2 - SPANISH COLONIAL
PLAN 2 - CALIFORNIA RANCH
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:20:59 PM
PLAN 2 RENDERINGS

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-100
08/19/26

PUBLIC SET
PLAN 2 - MID-CENTURY MODERN

FOR USE IN CITY OF ANTIOCH ONLY
B18
A
A
1 1
2 2
B
B
30' - 0"
6' - 0" 6' - 0" 3' - 0" 3' - 0" 12' - 0"
2' - 8"
20' - 0"
11' - 7" 8' - 5"
10' - 5" 6' - 2" 13' - 5"
30' - 0"
1' - 10" 4' - 5" 9' - 0"
6' - 0"
20' - 0"
4' - 6" 15' - 6"
7' - 5"
1' - 5"
1' - 7"
3' - 0"
12' - 0"
5' - 11"
BED
W.I.C. & LNDY

BATH KITCHEN / DINING
OPT. COVERED

FRONT PORCH -

CAL RANCH
CL
0' - 1" 4' - 2 1/2" 3' - 6" 4' - 1 1/2" 0' - 1"
0' - 6 1/4"
3' - 11"
5' - 0"
03 05
01 04
02 05
0406
03 02
01 2' - 6"

LIVING ROOM
OPT. SIDE PORCH
5 A2-201
5 A2-201
6 A2-201
6 A2-201
1 A2-201
1 A2-203
2 A2-201
2 A2-203
3 A2-201
3 A2-203
4 A2-201
4 A2-203
5 A2-203 5
A2-203
6 A2-203
6 A2-203
CAL
RANCH

SPANISH

COLONIAL
CAL
RANCH

SPANISH

COLONIAL
1 A2-202
2 A2-202
3 A2-202
4 A2-202
5 A2-202
5 A2-202
6 A2-202
6 A2-202
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
/5 A2-101
/6 A2-101
/7 A2-101

NO COVERED PORCH
OPTION: /4 A2-101
3 A2-204
9 A2-204
6 A2-204
8 A2-204
5 A2-204
A03
C08 B02 A05A06 C04B12
B06
B14
X01
C12
C01
A07
B18
B16 B17
B04
C19
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-903
11 M02

DOOR DETAIL REFERENCES

HEAD JAMB

LAP SIDING

BOARD & BAT
STUCCO

THRESHOLD

STONE VENEER
/12 A-905 /13 A-905
/12 A-908 /13 A-908
/12 A-907 /13 A-907
/52 A-907 /53 A-907
/24 A-901

WINDOW DETAIL REFERENCES

HEAD JAMB SILL

BOARD & BATTEN
STUCCO

LAP SIDING

STONE VENEER

FLASHING
/31 A-907 /32 A-907 /33 A-907
/22 A-907 /23 A-907 /24 A-907
/22 A-908 /23 A-908 /24 A-908
/22 A-905 /23 A-905 /24 A-905 / /11 A-906
A

HORIZONTAL SLIDER
EQ EQ
PER SCHED.

PER SCHED.

B

DOUBLE HUNG
PER SCHED.

PER SCHED.
2 B
11' - 6"
4' - 0" 4' - 0"
01 LIVING ROOM CL
1 A2-205
2 A2-205
3 A2-205

CAL RANCH

MID-CENTURY
MODERN

SPANISH

COLONIALCAL RANCH

MID-CENTURY
MODERN

SPANISH

COLONIAL
4 A2-204
1 A2-204
7 A2-204
2 B
7' - 9" 12' - 0"
1' - 9" 8' - 6" 1' - 9"
1' - 6" 3' - 0" 1' - 6"
5' - 0" 1' - 0" 5' - 11 9/16"
OPT. COVERED

FRONT PORCH -

SPANISH COLONIAL

LIVING ROOM CL
01 02
1 A2-203
6 A2-203

WALL LEGEND
EXTERIOR - 5 1/2" WOOD STUD W/ PLYWOOD SHEATHING AND FINISH, SEE ELEV. FOR (EXT.) FINISH. ONE LAYER GYP. WALL BOARD INT. SEE T24 FOR INSULATION. SEE DETAIL: & FOR 1-HR WALL ASSEMBLY

WHEN REQUIRED
INTERIOR - 3 1/2" WOOD STUD W/ ONE LAYER GYP. WALL BOARD EACH SIDE.

ADD BLOCKING AS NEEDED IN THESE LOCATIONS PER DETAIL(S):14/A-903 EXTERIOR - DOUBLE 3 1/2" WOOD STUD W/ PLYWOOD SHEATHING (WITH 2" AIR SPACE) AND FINISH ON BOTH SIDES, SEE ELEV. FOR (EXT.) FINISH.

NOTE: SEE MANUFACTURER LISTINGS FOR IMPROVED ACOUSTIC, MOISTURE, MOLD, & MILDEW-RESISTANT PERFORMANCE PRODUCTS.

NOTE: 5/8" GYP ATTACHED DIRECTLY TO STUDS IS ASSUMED U.N.O.

VERIFY PRODUCT SELECTIONS & REQUIREMENTS, THICKNESS, AND LOCATIONS ON PLANS WITH CONTRACTOR BEFORE CONSTRUCTION. ANY INCREASE IN WALL THICKNESS IS NOT PERMITTTED WHERE MIN. CLEARANCES ARE REQUIRED. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

NOTE: SEE GYPSUM.ORG FOR MORE INFORMATION. POTENTIAL PRODUCTS CAN BE FOUND (BUT ARE NOT LIMITED TO) THE FOLLOWING MANUFACTURERS:

CERTAINTEED.COM, PABCOGYPSUM.COM, GOLDBONDBUILDING.COM. /52 A-901 /51 A-901
2 B
12' - 6"
5' - 0"
5' - 11"
OPT. COVERED

FRONT PORCH - MCM

LIVING ROOM CL
01 6
A2-202
1 A2-202
1 B
5' - 0"
12' - 0"
6' - 0"
07 OPT. COVERED SIDE

PORCH - CAL RANCH
CAL
RANCH
2 A2-204
1 B
5' - 0"
12' - 0"
6' - 0"
07 OPT. COVERED SIDE

PORCH -

MID-CENTURY
MODERN
5 A2-204
1 B
5' - 0"
12' - 0"
6' - 0"
07 OPT. SIDE PORCH -

SPANISH COLONIAL
8 A2-204

TYPE A (EXAMPLE)

SOLID CORE WOOD

ENTRY DOOR

EXTERIOR
T
TYPE C

SLIDING GLASS

EXTERIOR
T
TYPE D

HOLLOW CORE
WOOD

INTERIOR
TYPE F

HOLLOW CORE WOOD
VENTED (MIN. 100 IN
2 OPENING)

INTERIOR
TYPE E

HOLLOW CORE WOOD

BI-PASS DOUBLE

INTERIOR
TYPE B

SOLID CORE

WOOD EXTERIOR
(VENT AS REQ.)
TYPE G

HOLLOW CORE WOOD
BIFOLD

INTERIOR
SCALE: 1/4" = 1'-0"A2-101
FLOOR PLAN W/ COVERED FRONT PORCH-CALIFORNIA RANCH1

DOOR LEGEND

DOOR SCHEDULE
NO. TYPE
DOOR

REMARKSWIDTH HEIGHT
01 A 3' - 0" 6' - 8" 1
02 B 2' - 0" 6' - 8" 1, 5
03 D 3' - 0" 6' - 8"
04 D 3' - 0" 6' - 8"
05 D 3' - 0" 6' - 8"
06 E 3' - 0" 6' - 8" 4
NO. TYPE
SIZE

HEAD HEIGHT REMARKSWIDTH HEIGHT
01 A 5' - 0" 4' - 0" 6' - 8"
02 A 5' - 0" 4' - 0" 6' - 8" 1
03 B 2' - 6" 3' - 0" 6' - 8" 2, 4
04 A 3' - 0" 3' - 0" 6' - 8" 2
05 A 5' - 0" 4' - 0" 6' - 8" 3

WINDOW LEGEND

WINDOW LEGEND
SCALE: 1/4" = 1'-0"A2-101
OPTION - NO COVERED FRONT PORCH4
SCALE: 1/4" = 1'-0"A2-101
COVERED FRONT PORCH - SPANISH COLONIAL3
NO. TYPE
DOOR

REMARKSWIDTH HEIGHT
07 F 5' - 0" 6' - 8" 2, 3

OPTIONAL DOORS
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:02 PM
FLOOR PLAN 2

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-101
08/19/26

PUBLIC SET
A03 30" WIDE FREE STANDING ELECTRIC RANGE OVEN. VENT TO EXTERIOR, STAINLESS STEEL.

A05 REFRIGERATOR LOCATION. PROVIDE 36" SPACE WITH ROUGH PLUMBING FOR ICE MAKER (RECESS IN WALL) OR PER OWNER'S SPECIFICATIONS.

A06 24" WIDE FRONT CONTROL UNDERCOUNTER DISHWASHER.

A07 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTE AND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENT TO OUTSIDE AIR.

B02 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/ GARBAGE DISPOSAL. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEET.

B04 LAVATORY SINK. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS.

B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BY BUILDER.

PROVIDE SHOWER ROD.

B12 WATER CLOSET. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS. WATER CLOSET SHALL NOT BE SET CLOSER THAN 15" FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION PER CPC, SECTION 402.5.

B14 40 GALLON TANK WATER HEATER. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6" LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

B18 FAN COIL @ 80" A.F.F. TO BOTTOM OF UNIT, PROVIDE DEDICATED WALL

OUTLET, INSTALL PER MANUFACTERER'S SPECIFICATIONS, REFER TO PLANS FOR LOCATION OF OUTDOOR CONDENSING UNIT. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

C01 SINGLE WOOD SHELF AND POLE.

C04 36" HIGH BASE CABINET AND COUNTERTOP.

C08 24" DEEP UPPER CABINET.

C12 22" DEEP VANITY
C19 MIRROR. THE LENGTH OF THE VANITY OR PEDESTAL X 80" AFS. UNO.

VERIFY WITH THE ELECTRICAL PLAN FOR LOCATION OF OUTLETS WHICH REQUIRE A CUT-OUT., PROVIDE 2X6 BACKING AT BATHROOM WALL

ATTACHEMENTS
M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

X01 OPTIONAL MEDICINE CABINET.

KEYNOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

REFER TO GENERAL NOTES SHEET G-101 AND G-102 FOR ADDITIONAL REQUIREMENTS.

REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.

REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.

REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.

REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.

ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.

DIMENSIONS ARE TO FACE OF SHEATHING UNLESS SPECIFICALLY NOTED OTHERWISE.

PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL

MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.

DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS.

WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALL TO ROUGH DOOR OPENING.

WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL

ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES 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.

PER 2025 CRC R318.3 FLOORS OR LANDINGS AT EXTERIOR DOORS SHALL BE

AT LEAST AS WIDE AS DOOR SERVED AND SHALL PROVIDE A LENGTH IN THE DIRECTION OF TRAVEL EQUAL TO 36 INCHES MINIMUM. SLOPE OF EXTERIOR LANDINGS SHALL NOT EXCEED 1/4" PER FOOT (2% SLOPE).

PER 2025 CRC 328.1.1 REINFORCEMENT FOR GRAB BARS SHALL BE PROVIDED IN AT LEAST ONE BATHROOM. 1. REINFORCEMENT SHALL BE

SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE LESS THAN 2X8 INCH NOMINAL LUMBER OR OTHER MATERIAL PROVIDING EQ. HT. AND CAPACITY. REINFORCEMENT ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED

ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5. 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. REFER TO SHEET A-903 FOR MORE INFORMATION.

FLOOR PLAN GENERAL NOTES

1. 2.

3. 4.

5. 6.

REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.

CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO FABRICATION OF ROUGH OPENINGS.

ALL GLAZING IS DOUBLE PANE UNLESS OTHERWISE NOTED.

EGRESS WINDOWS SHALL HAVE A CLEAR OPENING WITH THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" AFF, MIN. NET CLEAR OPENING FOR EMERGENCY ESCAPE SHALL BE 5.7 S.F. EXCEPT: 5 S.F. MIN. AT GROUND FLOOR. MINIMUM NET CLEAR OPENING DIMENSIONS: HEIGHT: 24", WIDTH: 20". (2025 CRC SEC. R319.2) EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY PER 2025 CRC, SECTION 319.1.

GLAZING IN WALLS ADJACENT TO BATHTUB / 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. (2025 CRC SEC. R324.4.5)

REFER TO WINDOW SCHEDULE AND WINDOW LEGEND FOR MORE
INFORMATION.

WINDOW GENERAL NOTES

7. IF STRUCTURE IS IN A WUI ZONE OR FHSZ, WINDOW MUST COMPLY WITH

BE CONSTRUCTED OF MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE (2025 CWUIC SEC. 504.8)

8. REFER TO ENERGY COMPLIANCE REPORTS TO VERIFY U-FACTOR, SHGC AND ADDITIONAL WINDOW REQUIREMENTS. ALL OPENINGS TO BE
U-FACTOR = (.27) , SHGC = (.23). BUG SCREEN REQUIRED (PER TITLE 24).

1. 2.

3. 4.

REQUIRED EGRESS WINDOW. REFER TO WINDOW GENERAL NOTE #4 FOR ADDITIONAL INFORMATION.

WINDOW INCLUDES BOTH PANES TEMPERED GLAZING.

OPTIONAL WINDOW. SEE TITLE SHEET FOR SELECTIONS FOR MORE INFO. AT

LEAST ONE EGRESS OPENING REQUIRED AT ALL BEDROOMS, SEE GENERAL WINDOW NOTE #5 FOR EGRESS REQUIREMENTS.

REQUIRED TO PROVIDE OBSCURE / PRIVACY GLASS.

WINDOW REMARKS

1. 2.

3. 4.

5. A.

B.

6. REFER TO PLANS FOR LOCATION OF DOORS.

VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION.

CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING.

FIRE RATED DOORS SHALL BE SOLID WOOD OR SOLID HONEYCOMB CORE STEEL DOOR 1-3/8" THICK OR COMPLIANT WITH 2025 CRC SECTION R302.5.1.

DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING WITH WEATHER STRIPPING TO BE TIGHT FITTING.

EXTERIOR DOORS SHALL EITHER HAVE A FIRE-RESISTANCE RATING OR MUST COMPLY WITH THE FOLLOWING REQUIREMENTS:

STILES AND RAILS SHALL NOT BE LESS THAN 1-3/8" THICK.

PANELS SHALL NOT BE LESS THAN 1-1/4" THICK, EXCEPT FOR THE

EXTERIOR PERIMETER OF THE PANEL SHALL BE PERMITTED TO TAPER TO A TONGUE OF NOT LESS THAN 3/8" THICK.

GLAZING IN DOORS SHALL BE TEMPERED PER 2025 CRC SECTION R324.4.1.

PANES INDICATED IN DOOR LEGEND WITH (T).

8. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE MAINTAINED

FREE OF ANY OBSTRUCTIONS OTHER THAN THOSE ALLOWED BY THIS

SECTION AND SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. 2025 CRC R319.1.1.

DOOR GENERAL NOTES

1. 2.

3. 4.

5. EXTERIOR DOOR.

GLAZING PER DOOR TYPES. REFER TO GENERAL DOOR NOTE #6
OPTIONAL DOOR. SEE TITLE SHEET FOR SELECTIONS FOR MORE INFO.

REQUIRED OPENING OF NOT LESS THAN 100 IN
2 FOR MAKEUP AIR SHALL BE
PROVIDED IN THE DOOR OR BY APPROVED MEANS. [CMC SEC. R504.4.1]

VENT DOOR AS REQUIRED PER WATER HEATER MANUFACTURER

REQUIREMENTS / SPECIFICATIONS

DOOR REMARKS
SCALE: 1/4" = 1'-0"A2-101

COVERED FRONT PORCH -
MID-CENTURY MODERN2
SCALE: 1/4" = 1'-0"A2-101
OPT. SIDE PORCH -
CALIFORNIA RANCH5
SCALE: 1/4" = 1'-0"A2-101
OPT. SIDE PORCH -
MID-CENTURY MODERN6
SCALE: 1/4" = 1'-0"A2-101
OPT. SIDE PORCH -
SPANISH COLONIAL7

FOR USE IN CITY OF ANTIOCH ONLY
B19
IAQ
AFI
240V
GFI
GFI
WP
GFI
J
SD
SD/MA
VS
J
P
VP
EXT
+84
CW
HB
HB
SOV
HW
F
H
MW
GFI
DW
GFI
FC
D
A
MW
GFI
240V
GFI
240V
GFI
WP
F
3D
F D
F VS
AFI
DW
GFI
AFI
WP
GFI
AFI
240V
GFI
AFI
GFI
+42"
FC
GFI
+42"
GFI
+42"
GFI
+42"
GFI
+42"
GFI
AFI
AFI
GFI
+42"

AFI AFI
AFI
AFI 3D D
240V
GFI
FC
AFI
AFI
AFI
EXT
+84
IAQ
SD/MA
J
SD
AFI
AFI
AFI
VSF
GFI

CWHWCWHW
HB
SOV
IM
HB
SOV
CWHW
CWHW
CW
CW
IAQ

DUPLEX OUTLET

ARC-FAULT CIRCUIT

INTERRUPTER

DUPLEX OUTLET
240 VOLTS

DUPLEX OUTLET

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

WATERPROOF

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

AFCI-HALF HOT

ELECTRICAL

JUNCTION BOX
SMOKE

DETECTOR/ALARM

COMBINATION

SMOKE/CARBON

MONOXIDE
FAN COIL UNIT +80"

TO BOTTOM OF UNIT

PROVIDE DEDICATED
OUTLET

ELECTRICAL
SWITCH

ELECTRICAL

SWITCH-THREE

WAY-DIMMER

ELECTRICAL

SWITCH-

VACANCY
SENSOR

ELECTRICAL

SWITCH-DIMMER

COLD WATER

STUB OUT

HOT WATER STUB
OUT

WATER HOSE BIBB

WATER HOSE BIBB

WITH SHUT OF
VALVE

CEILING FAN OPTIONAL
(PRE WIRE FOR CEILING

FAN ONLY)

INDOOR AIR

QUALITY FAN

PENDANT LIGHT

HIGH-EFFICACY

RECESSED

HIGH- EFFICACY

DOWNLIGHT

RECESSED HIGH- EFFICACY

DOWNLIGHT-VAPOR PROOF

WALL MOUNTED

HIGH-EFFICACY
LIGHT

EXTERIOR WALL

MOUNTED HIGH-

EFFICACY LIGHT W/

PHOTO SENSOR

DUPLEX OUTLET

MICROWAVE

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

DISH WASHER

GROUND FAULT

INTERRUPTER

ELECTRICAL

SWITCH-FAN

ASTRONOMICAL

TIME OR MOTION

SENSOR SWITCH
(AT LEAST 1 REQ.)

ELECTRICAL
WIRING

EXHAUST FAN

DUPLEX OUTLET

RANGE HOOD
NOTE: IONIZATION
SMOKE DETECTOR 10'

MINIMUM FROM STOVE,
ALL OTHERS 20'MIN

CLEARANCE
3D
NOTE: IONIZATION SMOKE DETECTOR 10' MINIMUM FROM STOVE, ALL OTHERS 20'MIN CLEARANCE
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)

NO ATTIC ACCESS FOR MID-

CENTURY MODERN STYLE
B17
B18
A06
B16
A05
A03
A07
B14
B02
SEE DETAIL:
/54 A-901
B18
A07
B06
B04
B02
B14
A05A06
F02
LEGEND
A03 30" WIDE FREE STANDING ELECTRIC RANGE OVEN. VENT TO EXTERIOR, STAINLESS STEEL.

A05 REFRIGERATOR LOCATION. PROVIDE 36" SPACE WITH ROUGH PLUMBING FOR ICE MAKER (RECESS IN WALL) OR PER OWNER'S SPECIFICATIONS.

A06 24" WIDE FRONT CONTROL UNDERCOUNTER DISHWASHER.

A07 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTE AND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENT TO OUTSIDE AIR.

B02 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/ GARBAGE DISPOSAL. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEET.

B04 LAVATORY SINK. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS.

B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BY BUILDER.

PROVIDE SHOWER ROD.

B14 40 GALLON TANK WATER HEATER. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6" LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

B18 FAN COIL @ 80" A.F.F. TO BOTTOM OF UNIT, PROVIDE DEDICATED WALL

OUTLET, INSTALL PER MANUFACTERER'S SPECIFICATIONS, REFER TO PLANS FOR LOCATION OF OUTDOOR CONDENSING UNIT. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

F02 22" X 30" MINIMUM ATTIC ACCESS. PROVIDED SWITCH AND OUTLET AT ATTIC.

THERE IS NO HVAC EQUIPMENT (SUCH AS FURNACE, HEAT PUMP, OR FAU) IN THE ATTIC. PERMANENTLY ATTACH R-38 OR GREATER INSULATION TO ATTIC ACCESS DOOR USING ADHESIVE OR MECHANICAL FASTENERS CEnC 150.0 (a)1. PROVIDE GASKETED ATTIC ACCESS TO PREVENT AIR LEAKAGE CEnC 150.0 (a)1."

KEYNOTES

WHOLE DWELLING UNIT MECHANICAL VENTILATION
PER SECTION 150.0(O)(C)(i) [ASHRAE 62.2:4.1.2]
1-BED - MINIMUM CUBIC FEET PER MINUTE (CFM) (Equation 150.0-B) Qtot = 0.03Afloor + 7.5(Nbr + 1) .03(600 SF) + 7.5 (2) = 33 CFM < 50 CFM SCALE: 1/4" = 1'-0"A2-111
ELECTRICAL PLAN - PLAN 21
SCALE: 1/4" = 1'-0"A2-111
MECHANICAL PLAN - PLAN 22

VENTILATION SUMMARIES
1) LOCAL EXHAUST VENTILATION

BATHROOM
BATHROOM FAN FLOW (cfm) .............................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 3 SONES.

MAX. ALLOWABLE DUCT LENGTH (ft) ...............

KITCHEN
KITCHEN FAN FLOW (cfm) ..................................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

MAX. ALLOWABLE DUCT LENGTH (ft) ................
2) WHOLE BUILDING VENTILATION
THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 1 SONE.

THIS EXHAUST FAN IS REQUIRED TO OPERATE CONTINUOUSLY TO ENSURE CONTINUOUSLY TO ENSURE INDOOR AIR QUALITY.

PER ASHRAE STANDARD 62.2, CEC EQUATION 150.0-B
THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 3 SONES.

BUILDING FAN FLOW (cfm) .............................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

MAX. ALLOWABLE DUCT LENGTH (ft) ...............

OPTION A OPTION B

OPTION A OPTION B

OPTION A OPTION B
50 CFM
4"
70'
160 CFM
7"
35'
50 CFM
4"
70'

FLEX DUCT

FLEX DUCT

FLEX DUCT
50 CFM
4"
105'
50 CFM

SMOOTH DUCT

SMOOTH DUCT
9"
85'
50 CFM

SMOOTH DUCT
4"
105'
REFER TO T-24 FOR IAQ VENTILATION
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:03 PM

MECHANICAL, & ELECTRICAL
PLANS

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-111
08/19/26

PUBLIC SET

ELECTRICAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. CONFORM WITH CURRENT CEC, NFPA, MFR'S, AND LOCAL REQUIREMENTS.

ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC ARTICLE 250-81.

ALL MATERIALS TO BE U.L. LABELED.

METER: "SQUARE D", 120 VOLT/ 240 VOLT, 1 AND 3 WIRE GROUND OR EQUAL.

ELECTRICAL SUB PANEL: FLUSH MOUNT, 30" CLEARANCE. SEE TITLE SHEET FOR PANEL OPTIONS.

CONDUCTORS: TW, THW, COPPER, MINIMUM 14 AT LIGHTING, 12 AT OTHER CIRCUITS.

ALL LUMINARIES SHALL COMPLY WITH 2025 CEC SECTION 150.0 (K) AND TABLE 150.0-A AS REFERENCED IN ENERGY NOTES, LUMINAIRE
REQUIREMENTS SHEET G-101.

ALL ELECTRICAL OUTLETS INSTALLED IN BATHROOMS, GARAGES,

BASEMENTS, CRAWL SPACES, OUTDOORS, KITCHEN COUNTERS, AND AT

WET BAR SINKS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION IN COMPLIANCE WITH NEC Art. 210-8, CONSISTING OF 125 VOLT,
SINGLE-PHASE, 15- AND 20- AMPERE RECEPTACLES.

ALL BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS DEDICATED CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. (2025 CEC 210.11(C))
THERMOSTAT SHALL BE A PROGRAMMABLE TYPE, HONEYWELL TH8320 OR EQUAL.

CEILING-SUSPENDED (PADDLE) FANS SHALL BE SUPPORTED

INDEPENDENTLY OF AN OUTLET BOX OR BY LISTED OUTLET BOX OR OUTLET

BOX SYSTEMS IDENTIFIED FOR THE USE AND INSTALLED IN ACCORDANCE WITH 2025 CEC 314.27(C) (2025 CEC 422.18).

ALL LUMINARIES, LAMPHOLDERS, AND RETROFIT KITS SHALL BE LISTED (2025 CEC 410.6).

ALL 120-VOLT, SINGLE PHASE 15- AND 20- AMPERE BRANCH CIRCUITS

SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY

ROOMS, LIVING ROOMS, DINING ROOMS, PARLORS, LIBRARIES, DENS,

BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR

SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT

CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. (2025 CEC 210-12(A)).

ALL NON-LOCKING TYPE 125-VOLT, 15 AND 20 AMPERE RECEPTACLES IN A DWELLING UNIT SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.

EXCEPTIONS: (1) RECEPTACLES MORE THAN 5’6” ABOVE THE FLOOR, (2) RECEPTACLES PART OF A LUMINAIRE OR APPLIANCE, (3) A SINGLE

RECEPTACLE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES THAT ARE

NOT EASILY MOVED AND LOCATED WITHIN DEDICATED SPACE AND ARE CHORD-AND-PLUG CONNECTED AS PER CEC 400.10, AND (4) NON-

GROUNDING RECEPTACLES USED FOR REPLACEMENTS AS PERMITTED IN 2025 CEC 406.4(D)(2)(A).

HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID LIGHTING CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE

RESIDENTIAL ENERGY CODE AND NOT CONTAIN A MEDIUM SCREW BASE SOCKET.

BALLAST FOR LAMPS 13 WATTS OR GREATER SHALL BE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAT 20 kHz.

SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ALL SMOKE DETECTORS SHALL MAINTAIN A MINIMUM 3 FOOT CLEARANCE TO HVAC SUPPLY OR RETURN AIR REGISTERS.

CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED.

EXHAUST FANS WILL BE CONTROLLED BY A HUMIDISTAT PER THE GREEN BUILDING STANDARDS CODE SECTION 4.506. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTS (2025 CEnC 150.0(k)2G).

IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY OTHER PARTS OF THE CODE, TWO OR MORE 20-AMPERE SMALL-APPLIANCE

BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS IN

THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA PER 2025 CEC, ARTICLE 210.11 (C)(1). THE CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2025 CEC, ARTICLE 210.52(B).

IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY OTHER PARTS OF THE CODE, AT LEAST ONE ADDITIONAL 20-AMPERE BRANCH

CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET(S) REQUIRED BY 2025 CEC, ARTICLE 210.52 (F). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS PER 2025 CEC, ARTICLE 201.11(C)(2).

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

REFER TO ELECTRICAL NOTES ON SHEET G-101.

REFER TO MECHANICAL NOTES ON SHEET G-101.

REFER TO PLUMBING NOTES ON SHEET G-101.

REFER TO TITLE 24 COMPLIANCE NOTES ON SHEET G-102.

EXTERNALLY MOUNTED HEATING/COOLING UNITS SHALL BE SCREENED IF THEY ARE VISIBLE FROM A PUBLIC STREET.

ENVIRONMENTAL AIR DUCT EXHAUST SHALL TERMINATE NOT LESS THAN 3 FT FROM WALL OPENINGS. CMC 502.2.1.

APPLIANCES NOT LISTED FOR OUTDOOR INSTALLATION BUT INSTALLED

OUTDOORS SHALL BE PROVIDED WITH PROTECTION TO THE DEGREE THAT THE ENVIRONMENT REQUIRES. APPLIANCES LISTED FOR OUTDOOR

INSTALLATION SHALL BE PERMITTED TO BE INSTALLED WITHOUT

PROTECTION IN ACCORDANCE WITH THE PROVISIONS OF ITS LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER CPC 507.24 PROTECTION OF OUTDOOR APPLIANCES.

APPLIANCES INSTALLED IN GARAGES, WAREHOUSES, OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE SHALL BE AT LEAST 18" ABOVE THE

FLOOR AND GUARDED AGAINST SUCH DAMAGE BY BEING INSTALLED BEHIND

PROTECTIVE BARRIERS OR BY BEING ELEVATED OR LOCATED OUT OF THE NORMAL PATH OF VEHICLES PER CMC 305.1.1 PHYSICAL DAMAGE.

INSTALLED AIR CONDITIONER AND HEAT PUMP SYSTEMS SHALL HAVE A CLEARANCE OF AT LEAST FIVE (5) FEET FROM THE OUTLET OF ANY DRYER VENT. CEnC2025 150.0 (H) 3.

INSTALLED AIR CONDITIONER AND HEAT PUMP SYSTEMS SHALL BE EQUIPPED

WITH LIQUID LINE DRIERS IF REQUIRED, AS SPECIFIC BY MANUFACTURER'S INSTRUCTIONS. CEnC2025 150.0 (H) 3.

11. ASSEMBLIES AT EXTERIOR WINDOW AND DOOR HEADERS IN 2X6 EXTERIOR WALLS SHALL BE R-5 MINIMUM PER 2025 SINGLE-FAMILY RESIDENTIAL

MANDATORY REQUIREMENTS

GENERAL MEP NOTES

PLUMBING NOTES
•
•

1. WATER HEATER
REFER TO T-24 ENERGY REPORT FOR REQUIRED PRODUCT. SEE SHEET A-930 FOR PRODUCT REFERENCE SHEETS.

WATER HEATER SHALL FOLLOW FIRST HOUR RATINGS REQUIRED IN TABLE PER 2025 CPC TABLE 501.1(2).

A. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED. (2025 CPC 609.12.1)
PIPES UP TO 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN DIAMETER OF PIPE. (2025 CPC 609.12.2)
PIPES GREATER THAN 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN 2 INCHES. (2025 CPC 609.12.2)
EXCEPTIONS:

1. PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE

REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. (2025 CPC 609.12.2)

2. HOT WATER PIPING BETWEEN THE FIXTURE CONTROL VALVE OR

SUPPLY STOP AND THE FIXTURE OR APPLIANCE SHALL NOT BE
REQUIRED TO BE INSULATED. (2025 CPC 609.12.2)
B. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULL

SIZE DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6" MINIMUM @ 2' MAX. ABOVE GRADE POINTING DOWNWARD TO THE TERMINATION - UNTHREADED.

C. COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.

D. CLEARANCES PER MANUFACTURE REQUIREMENTS.

NOTE: KITCHEN RANGE HOOD (CEC 2025) PER TABLE 150.0-G ARIFLOW RATES (CFM) AND ASTM E3087 <750 SF = 65% CE OR 160 CFM, 750 SF-1000 SF = 55% CE OR 130 CFM EFFECTIVE ANNUAL AVERAGE INFILTRATION RATE PER SECTION 150.0(O)(C)(ii) a. 1. (Equation 150.0-C) Q50 = Vdu (x) 2 ACH50 / 60minutes a. 2. (Equation 150.0-D) Q50 = Vdu (x) Verified ACH50 / 60minutes b. (Equation 150.0-E) Qtot = 0.052 (x) Q50 x wsf x [H/Hr]^z [ASHRAE 62.2:4.1.2.1] REQUIRED MECHANICAL VENTILATION RATE PER 150.0(O)(C)(iii) [ASHRAE 62.2:4.1.2] (Equation 150.0-F) Qfan = Qtot (-) ϕ (Qinf (x) Aext)

FOR USE IN CITY OF ANTIOCH ONLY
B20
A
A
1 1
2 2
B
B
5" / 1'-0"5" / 1'-0"
5" / 1'-0" 5" / 1'-0"
248 SF
1' - 6"
186 SF
19 SF 16 SF
M02M01L01K09H12H13
31 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 32 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ RIDGE
RIDGE
VALLEY
VALLEY
TYP.
1' - 0" EAVE
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
A
A
1 1
2 2
B
B
8' - 1"
BATHW.I.C. & LNDY

KITCHEN / DINING
BED
CL
WH
OPT. COVERED

FRONT PORCH -

CAL RANCH

LIVING ROOM
8' - 1"
F02
2 B
5" / 1'-0"
5" / 1'-0" 5" / 1'-0"
186 SF
2 SF 2 SF
RIDGE
HIP
HIP
2 B

LIVING ROOM
CL
8' - 1"

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS
NOTE: VISIT GYPSUM.ORG FOR MORE INFORMATION.

1. 2.

3. NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CBC.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CBC 701A

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CBC 701A. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE

SELECTED PRODUCT LISTINGS ON THE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
ROOFING; SEE PRE-APPROVED ADU PROGRAM - OPTION SELECTION HANDOUT (PAADU) FOR SELECTION & MORE INFORMATION. REFER TO TITLE SHEET TO VERIFY WUI REQUIREMENTS ARE APPLICABLE.

A) TONGUE & GROOVE (SOLID SAWN LUMBER)

B) FIBER CEMENT
C) EXT. GRADE FIRE RETARDANT TREATED SHEATHING
(LABEL SELECTION ON REFLECTED CEILING PLAN)
EXTERIOR SOFFITS, RAKES, & EAVES. SEE PRE-APPROVED ADU

PROGRAM - OPTION SELECTION HANDOUT (PAADU)
ASPHALT SHINGLE ROOF; ROOF REFLECTANCE (0.1) MIN. ROOF
EMITTANCE (0.85) MIN. SEE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR COMPOSITE SHINGLE ROOFING:

A) O'HAGIN TAPERED LOW PROFILE COMPOSITION SHINGLE.

72.0 SQ.IN OF AIR MOVEMENT PER VENT = 72. SQ.IN. / 144 = 0.5 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) B) O'HAGIN FIRE & ICE TAPERED LOW PROFILE COMPOSITION SHINGLE.

64.8 SQ.IN OF AIR MOVEMENT PER VENT = 65.8 SQ.IN. / 144 = 0.45 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF)

C) ALTERNATIVE PRODUCT, MUST BE EQUAL TO PRODUCT ABOVE, AND PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWING
1 B
5" / 1'-0"5" / 1'-0"
5" / 1'-0"
269 SF
7 SF
1 B

KITCHEN / DINING
8' - 1"
F02 22" X 30" MINIMUM ATTIC ACCESS. PROVIDED SWITCH AND OUTLET AT ATTIC. THERE IS NO HVAC EQUIPMENT (SUCH AS FURNACE, HEAT PUMP, OR FAU) IN THE ATTIC. PERMANENTLY ATTACH R-38 OR

GREATER INSULATION TO ATTIC ACCESS DOOR USING ADHESIVE OR MECHANICAL FASTENERS CEnC 150.0 (a)1. PROVIDE GASKETED ATTIC ACCESS TO PREVENT AIR LEAKAGE CEnC 150.0 (a)1."
H12 ATTIC VENT (HIGH). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

H13 ATTIC VENT (LOW). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT

ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC
R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

SCALE: 1/4" = 1'-0"A2-121
ROOF PLAN - CALIFORNIA RANCH1
SCALE: 1/4" = 1'-0"A2-121
REFLECTED CEILING PLAN - CALIFORNIA RANCH2

KEYNOTES
SCALE: 1/4" = 1'-0"A2-121

ROOF PLAN - NO COVERED
FRONT PORCH OPTION4
SCALE: 1/4" = 1'-0"A2-121

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION6

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 546 SF 1.82 SF 0.91 SF 0.91 SF

VENT TYPE COUNT
VENT
LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
PLAN 2 ATTIC 1
LOWER
O'HAGIN SHINGLE ROOF VENT (LOWER) 2 2' - 8" 0.50 SF 1.00 SF UPPER
O'HAGIN SHINGLE ROOF VENT (UPPER) 2 2' - 8" 0.50 SF 1.00 SF

2.00 SF
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:05 PM

ROOF PLAN & REFLECTED

CEILING PLAN - CAL RANCH

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-121
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES
SCALE: 1/4" = 1'-0"A2-121

ROOF PLAN - SIDE
PORCH OPTION3
SCALE: 1/4" = 1'-0"A2-121

REFLECTED CEILING PLAN -
SIDE PORCH OPTION5

FOR USE IN CITY OF ANTIOCH ONLY
B21
A
A
1 1
2 2
B
B
3" / 1'-0"3" / 1'-0"
3" / 1'-0" 3" / 1'-0"
TYP.
1' - 0" RAKE
1' - 6"
248 SF
186 SF
19 SF 16 SF
M02M01L01K09 H12H13
31 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 32 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ RIDGE
RIDGE
VALLEY
VALLEY
A
A
1 1
2 2
B
B
8' - 1"
BATHW.I.C. & LNDY

KITCHEN / DINING
BED
CL
WH
OPT. COVERED

FRONT PORCH - MCM

LIVING ROOM
3" / 1'-0" 3" / 1'-0"
2 B
3" / 1'-0" 3" / 1'-0"
3" / 1'-0"
186 SF
2 SF 2 SF
RIDGE
HIP
HIP
2 B

LIVING ROOM
CL8' - 1"

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS
NOTE: VISIT GYPSUM.ORG FOR MORE INFORMATION.

1. 2.

3. NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CBC.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CBC 701A

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CBC 701A. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE

SELECTED PRODUCT LISTINGS ON THE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
ROOFING; SEE PRE-APPROVED ADU PROGRAM - OPTION SELECTION HANDOUT (PAADU) FOR SELECTION & MORE INFORMATION. REFER TO TITLE SHEET TO VERIFY WUI REQUIREMENTS ARE APPLICABLE.

A) TONGUE & GROOVE (SOLID SAWN LUMBER)

B) FIBER CEMENT
C) EXT. GRADE FIRE RETARDANT TREATED SHEATHING
(LABEL SELECTION ON REFLECTED CEILING PLAN)
EXTERIOR SOFFITS, RAKES, & EAVES. SEE PRE-APPROVED ADU

PROGRAM - OPTION SELECTION HANDOUT (PAADU)
ASPHALT SHINGLE ROOF; ROOF REFLECTANCE (0.1) MIN. ROOF
EMITTANCE (0.85) MIN. SEE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR COMPOSITE SHINGLE ROOFING:

A) O'HAGIN TAPERED LOW PROFILE COMPOSITION SHINGLE.

72.0 SQ.IN OF AIR MOVEMENT PER VENT = 72. SQ.IN. / 144 = 0.5 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) B) O'HAGIN FIRE & ICE TAPERED LOW PROFILE COMPOSITION SHINGLE.

64.8 SQ.IN OF AIR MOVEMENT PER VENT = 65.8 SQ.IN. / 144 = 0.45 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF)

C) ALTERNATIVE PRODUCT, MUST BE EQUAL TO PRODUCT ABOVE, AND PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWING
1 B
3" / 1'-0"3" / 1'-0"
3" / 1'-0"
269 SF
7 SF
RIDGE
RIDGE
1 B

KITCHEN / DINING
3" / 1'-0"3" / 1'-0"
H12 ATTIC VENT (HIGH). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

H13 ATTIC VENT (LOW). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT

ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC
R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

SCALE: 1/4" = 1'-0"A2-122
ROOF PLAN - CALIFORNIA RANCH1
SCALE: 1/4" = 1'-0"A2-122
REFLECTED CEILING PLAN - CALIFORNIA RANCH2

KEYNOTES
SCALE: 1/4" = 1'-0"A2-122

ROOF PLAN - NO COVERED
FRONT PORCH OPTION4
SCALE: 1/4" = 1'-0"A2-122

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION6

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 546 SF 1.82 SF 0.91 SF 0.91 SF
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:06 PM

ROOF PLAN & REFLECTED

CEILING PLAN - MID-CENTURY
MODERN

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-122
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES
SCALE: 1/4" = 1'-0"A2-122

ROOF PLAN - SIDE
PORCH OPTION3
SCALE: 1/4" = 1'-0"A2-122

REFLECTED CEILING PLAN -
SIDE PORCH OPTION5

VENT TYPE COUNT
VENT
LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
PLAN 2 ATTIC 1
LOWER
O'HAGIN SHINGLE ROOF VENT (LOWER) 2 2' - 8" 0.50 SF 1.00 SF UPPER
O'HAGIN SHINGLE ROOF VENT (UPPER) 2 2' - 8" 0.50 SF 1.00 SF

2.00 SF

FOR USE IN CITY OF ANTIOCH ONLY
B22
A
A
1 1
2 2
B
B
4" / 1'-0"4" / 1'-0"
4" / 1'-0" 4" / 1'-0"
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
248 SF
186 SF
19 SF 16 SF
K10
L01
M01 M02
H12
H13
H13
H12
X24
21 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 22 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ RIDGE
RIDGE
VALLEY
VALLEY
A
A
1 1
2 2
B
B
BATHW.I.C. & LNDY

KITCHEN / DINING
BED
CL
WH
OPT. COVERED

FRONT PORCH -

SPANISH COLONIAL

LIVING ROOM
8' - 1"
2 B
4" / 1'-0"
5" / 1'-0" 5" / 1'-0"
186 SF
2 SF 2 SF
RIDGE
HIP
HIP
2 B

LIVING ROOM
CL
8' - 1"

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS
NOTE: VISIT GYPSUM.ORG FOR MORE INFORMATION.

1. 2.

3. 4.

NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CBC.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CBC 701A

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CBC 701A. IF WUI APPROVED PRODUCTS ARE REQUIRED,

PROVIDE SELECTED PRODUCT LISTINGS ON THE PRE-APPROVED ADU PROGRAM -

OPTION SELECTION HANDOUT (PAADU)
ROOFING; SEE PRE-APPROVED ADU PROGRAM - OPTION SELECTION HANDOUT (PAADU) FOR SELECTION & MORE INFORMATION. REFER TO TITLE SHEET TO VERIFY WUI REQUIREMENTS ARE APPLICABLE.

A) TONGUE & GROOVE (SOLID SAWN LUMBER)

B) FIBER CEMENT
C) EXT. GRADE FIRE RETARDANT TREATED SHEATHING
(LABEL SELECTION ON REFLECTED CEILING PLAN)
EXTERIOR SOFFITS, RAKES, & EAVES. SEE PRE-APPROVED ADU

PROGRAM - OPTION SELECTION HANDOUT (PAADU)
S-TILE CONCRETE ROOF TILE. ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE SEE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, YOU MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR S-TILE ROOFING:

A) O'HAGIN HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

97.5 SQ.IN OF AIR MOVEMENT PER VENT = 97.5 SQ.IN. / 144 = .68 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) B) O'HAGIN FIRE & ICE HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

88.7 SQ.IN OF AIR MOVEMENT PER VENT = 88.7 SQ.IN. / 144 = .61 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF)

C) ALTERNATIVE PRODUCT, MUST PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWING
1 B

KITCHEN / DINING
8' - 1"
1 B
5" / 1'-0"5" / 1'-0"
5" / 1'-0"
269 SF
7 SF
SCALE: 1/4" = 1'-0"A2-123
ROOF PLAN - SPANISH COLONIAL1
SCALE: 1/4" = 1'-0"A2-123
REFLECTED CEILING PLAN - SPANISH COLONIAL2
H12 ATTIC VENT (HIGH). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

H13 ATTIC VENT (LOW). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

K10 S-TYPE CONCRETE ROOF TILE, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT

ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC
R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

X24 OPTIONAL PERGOLA. SEE STRUCTURAL

KEYNOTES
SCALE: 1/4" = 1'-0"A2-123

ROOF PLAN - NO COVERED
PORCH OPTION4
SCALE: 1/4" = 1'-0"A2-123

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION6

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 546 SF 1.82 SF 0.91 SF 0.91 SF
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:08 PM

ROOF PLAN & REFLECTED

CEILING PLAN - SPANISH

COLONIAL

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-123
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES
SCALE: 1/4" = 1'-0"A2-123

REFLECTED CEILING PLAN -
SIDE PORCH OPTION5
SCALE: 1/4" = 1'-0"A2-123

ROOF PLAN - SIDE
PORCH OPTION3

VENT TYPE COUNT
VENT
LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
PLAN 2 ATTIC 1
LOWER
O'HAGIN SHINGLE ROOF VENT (LOWER) 2 2' - 8" 0.50 SF 1.00 SF UPPER
O'HAGIN SHINGLE ROOF VENT (UPPER) 2 2' - 8" 0.50 SF 1.00 SF

2.00 SF

FOR USE IN CITY OF ANTIOCH ONLY
B23

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
K09 K01 K06 L01
P01 T12
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
11 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
52 K04
K08
L02
L16 L07

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
1 2

PLATE HEIGHT
8' - 1"
M02
L02
L06
K09
L09K01L03
K08
12 A-906
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 2' - 0"
44 A-905
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 41 A-905
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
51 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
AB

PLATE HEIGHT
8' - 1"
B16
M01
M02
K09
L01
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-901
23 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
12 PLATE HEIGHT
8' - 1"
M01
K04L09 L03
2' - 0"
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
21 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-904
9 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
12 PLATE HEIGHT
8' - 1"

KITCHEN / DINING

ALLOW AIRFLOW

LIVING ROOM
OPT. COVERED

FRONT PORCH -

CAL RANCH
2' - 6"
ATTIC ACCESS REQ.

PER CRC R807
H15
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
44 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
31 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
W.I.C. & LNDY BATH KITCHEN / DINING
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
32 G01
G02
S02
T02
S03S04
MATERIALS LEGEND BOARD & BATTEN SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE) OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)

CALIFORNIA RANCH
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQUIRED.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE & GROOVE (NOTE: 1X T&G REQUIRES TYPE X GYP. FOR WUI COMPLIANCE) B) EXT. GRADE FIRE RATED PLYWOOD

THIN BRICK VENEER
ADHERED MASONRY VENEER (PER CRC R703.12)

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWUIC SECTION 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

GRAPHICS LEGEND PRODUCT COLOR AND FINISH

FILLED OUT BY OWNER/APPLICANT
PRODUCT LISTINGS: MANUFACTURER, PRODUCT LISTING, SIZE
IF ADU IS IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504 FILLED OUT BY OWNER/APPLICANT

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
SCALE: 1/4" = 1'-0"A2-101 A2-201
FRONT ELEVATION - CALIFORNIA RANCH1
SCALE: 1/4" = 1'-0"A2-101 A2-201
LEFT ELEVATION - CALIFORNIA RANCH2
SCALE: 1/4" = 1'-0"A2-101 A2-201
REAR ELEVATION - CALIFORNIA RANCH3
SCALE: 1/4" = 1'-0"A2-101 A2-201
RIGHT ELEVATION - CALIFORNIA RANCH4

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

G01 4" CONCRETE SLAB ON GRADE, REFER TO STUCTURAL PLANS"CONCRETE STOOP AT OPTIONAL DOOR. SLOPE 1/4"/FT AWAY FROM THE BUILDING G02 CONCRETE FOOTING, REFER TO STUCTURAL PLANS
H15 WHERE AIRFLOW IS BLOCKED BY SHEAR PANEL, PROVIDE MINIMUM OF 12"X12" BLOCKED OPENING TO PROVIDE CROSS-VENTILATION.

K01 HORIZONTAL SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K04 VERTICAL BOARD & BATTEN SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K06 SHINGLE/SHAKE SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K08 BRICK VENEER WAINSCOT, SEE SHEET A-913 FOR DETAILS AND SEE MATERIALS LEGEND FOR MORE INFORMATION.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L02 CORNER TRIM; SEE DETAILS FOR MORE INFORMATION.

L03 HORIZONTAL TRIM, SEE DETAILS FOR MORE INFORMATION.

L06 EXTERIOR LIGHT BY OWNER.

L07 DECORATIVE GABLE TRIM.

L09 FAUX DECORATIVE VENT, SEE DETAIL 31/A-901.

L16 BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET, MINIMUM OF 4" HIGH WITH A MIN. STROKE OF 1/2" (R319.1 CRC)
M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

P01 DECORATIVE PORCH RAILING, HEIGHT OF 24" MIN. TO 48" MAX. REQUIRED FOR WOOD: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT. REQUIRED: 30 INCHES MAX VERTICAL DROP IS PROHIBITED WITHIN 36 INCHES (HORIZONTALLY) OF THE PORCH, SEE DETAIL FOR MORE INFORMATION.

S02 EXTERIOR WALL INSULATION R-21.

S03 CEILING INSULATION R-30.

S04 RADIANT BARRIER REQUIRED, PER TITLE 24.

T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

SCALE: 1/4" = 1'-0"A2-101 A2-201
SECTION 2 - CALIFORNIA RANCH6
SCALE: 1/4" = 1'-0"A2-101 A2-201
SECTION 1 - CALIFORNIA RANCH5
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:10 PM

ELEVATIONS & SECTIONS - CAL
RANCH

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-201
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B24

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
K09L16K09K01 K07 K03
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
11 T12
51 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 54 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
1 2

PLATE HEIGHT
8' - 1"
41 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 44 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
12 PLATE HEIGHT
8' - 1"
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
21 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
AB

PLATE HEIGHT
8' - 1"
B16
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-901
23 M02
K01
K09
L01

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
12 PLATE HEIGHT
8' - 1"
KITCHEN / DININGLIVING ROOMOPT. COVERED

FRONT PORCH - MCM
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
44 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
31 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
W.I.C. & LNDY BATH KITCHEN / DINING
G01
G02
S02
T02
S03
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
32 S04

GRAPHICS LEGEND
THIN STONE VENEER (PER CRC R703.12)
ADHERED MASONRY VENEER; SEE SHEET A-923 FOR REFERENCE EXAMPLE

PRODUCT COLOR AND FINISH
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQ.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE AND GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

FILLED OUT BY OWNER/APPLICANT

MATERIALS LEGEND MID-CENTURY
MODERN

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWUIC SECTION 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT LISTINGS: MANUFACTURER, PRODUCT LISTING, SIZE
IF ADU IS IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

FILLED OUT BY OWNER/APPLICANT

PANEL SIDING
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
SCALE: 1/4" = 1'-0"A2-101 A2-202
FRONT ELEVATION - MID-CENTURY MODERN1
SCALE: 1/4" = 1'-0"A2-101 A2-202
LEFT ELEVATION - MID-CENTURY MODERN2
SCALE: 1/4" = 1'-0"A2-101 A2-202
RIGHT ELEVATION - MID-CENTURY MODERN4
SCALE: 1/4" = 1'-0"A2-101 A2-202
REAR ELEVATION - MID-CENTURY MODERN3
SCALE: 1/4" = 1'-0"A2-101 A2-202
SECTION 2 - MID-CENTURY MODERN6
SCALE: 1/4" = 1'-0"A2-101 A2-202
SECTION 1 - MID-CENTURY MODERN5
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:16 PM

ELEVATIONS & SECTIONS -

MID-CENTURY MODERN

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-202
08/19/26

PUBLIC SET

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

G01 4" CONCRETE SLAB ON GRADE, REFER TO STUCTURAL
PLANS"CONCRETE STOOP AT OPTIONAL DOOR. SLOPE 1/4"/FT

AWAY FROM THE BUILDING
G02 CONCRETE FOOTING, REFER TO STUCTURAL PLANS
K01 HORIZONTAL SIDING, SEE MATERIALS LEGEND FOR MORE
INFORMATION.

K03 FIBER CEMENT PANEL SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K07 STONE VENEER, SEE DETAIL 24 & 34/A-913 FOR DETAILS AND SEE MATERIALS LEGEND FOR MORE INFORMATION.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L16 BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION

THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET, MINIMUM OF 4" HIGH WITH A MIN. STROKE OF 1/2" (R319.1 CRC)
M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

S02 EXTERIOR WALL INSULATION R-21.

S03 CEILING INSULATION R-30.

S04 RADIANT BARRIER REQUIRED, PER TITLE 24.

T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B25

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
5' - 8"
L09
K02 L05
L06
X24
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
41 52
A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
1 2

PLATE HEIGHT
8' - 1"
L09
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
43 31
A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 32 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 34 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
12 PLATE HEIGHT
8' - 1"
L06
L09

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
AB

PLATE HEIGHT
8' - 1"
B16
L01
K10
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-901
23 M01
M02
K02

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
12 PLATE HEIGHT
8' - 1"

KITCHEN / DINING

ALLOW AIRFLOW

LIVING ROOM
OPT. COVERED

FRONT PORCH -

SPANISH COLONIAL
2' - 6"
ATTIC ACCESS REQ.

PER CRC R807
H15
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
34 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-912
21 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
W.I.C. & LNDY BATH KITCHEN / DINING
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-912
22 G01
G02
S02
T02
S03S04

CEMENT PLASTER STUCCO SIDING
(PER CRC R703.7)
S-TILE CLAY ROOF - CLASS C MIN. REQ.

MAXIMUM WEIGHT 10 PSF
ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.1, CRC R905.3)
GRAPHICS LEGEND:

IF IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS)
A) EXT. TONGUE & GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

MATERIALS LEGEND SPANISH COLONIAL

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWIUC 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT COLOR & FINISH:PRODUCT LISTINGS: MANUFACTURER, SIZE, TYPE (IF APPLICABLE)

FILLED OUT BY OWNER/APPLICANT FILLED OUT BY OWNER/APPLICANT

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

DECORATIVE DOOR TRIM

OWNER SELECTED TILE
SCALE: 1/4" = 1'-0"A2-101 A2-203
FRONT ELEVATION - SPANISH COLONIAL1
SCALE: 1/4" = 1'-0"A2-101 A2-203
LEFT ELEVATION - SPANISH COLONIAL2
SCALE: 1/4" = 1'-0"A2-101 A2-203
RIGHT ELEVATION - SPANISH COLONIAL4
SCALE: 1/4" = 1'-0"A2-101 A2-203
REAR ELEVATION - SPANISH COLONIAL3
SCALE: 1/4" = 1'-0"A2-101 A2-203
SECTION 2 - SPANISH COLONIAL6
SCALE: 1/4" = 1'-0"A2-101 A2-203
SECTION 1 - SPANISH COLONIAL5
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:18 PM

ELEVATIONS & SECTIONS -

SPANISH COLONIAL

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-203
08/19/26

PUBLIC SET

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

G01 4" CONCRETE SLAB ON GRADE, REFER TO STUCTURAL
PLANS"CONCRETE STOOP AT OPTIONAL DOOR. SLOPE 1/4"/FT

AWAY FROM THE BUILDING
G02 CONCRETE FOOTING, REFER TO STUCTURAL PLANS
H15 WHERE AIRFLOW IS BLOCKED BY SHEAR PANEL, PROVIDE MINIMUM OF 12"X12" BLOCKED OPENING TO PROVIDE CROSS-VENTILATION.

K02 STUCCO SIDING, SEE MATERIALS LEGEND FOR MORE
INFORMATION.

K10 S-TYPE CONCRETE ROOF TILE, ROOF REFLECTANCE (0.1) MIN.

ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L05 STUCCO BAND TRIM
L06 EXTERIOR LIGHT BY OWNER.

L09 FAUX DECORATIVE VENT, SEE DETAIL 31/A-901.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO

PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

S02 EXTERIOR WALL INSULATION R-21.

S03 CEILING INSULATION R-30.

S04 RADIANT BARRIER REQUIRED, PER TITLE 24.

T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.

X24 OPTIONAL PERGOLA. SEE STRUCTURAL

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B26

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
3 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-904
9 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
11 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
K13

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
A B

PLATE HEIGHT
8' - 1"
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
43 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
11 GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
2 PLATE HEIGHT
8' - 1"

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
2 PLATE HEIGHT
8' - 1"

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
2 PLATE HEIGHT
8' - 1"

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
1 PLATE HEIGHT
8' - 1"
14 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 13 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 11 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 44 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
1 PLATE HEIGHT
8' - 1"
14 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 13 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 11 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

GROUND FLOOR
0' - 0"

MAX HEIGHT
16' - 0"
1 PLATE HEIGHT
8' - 1"
14 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 13 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 11 A-901
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ MATERIALS LEGEND BOARD & BATTEN SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE) OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
ALL
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQUIRED.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE & GROOVE (NOTE: 1X T&G REQUIRES TYPE X GYP. FOR WUI COMPLIANCE) B) EXT. GRADE FIRE RATED PLYWOOD

THIN BRICK VENEER
ADHERED MASONRY VENEER (PER CRC R703.12)

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO

PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS ON STYLE SPECIFIC ELEVATIONS SHEET.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWUIC SECTION 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

CALIFORNIA RANCH

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
THIN STONE VENEER (PER CRC R703.12)
ADHERED MASONRY VENEER; SEE SHEET A-923 FOR REFERENCE EXAMPLE

PANEL SIDING
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)

CEMENT PLASTER STUCCO SIDING
(PER CRC R703.7)
S-TILE CLAY ROOF - CLASS C MIN. REQ.

MAXIMUM WEIGHT 10 PSF
ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.1, CRC R905.3)

DECORATIVE DOOR TRIM

OWNER SELECTED TILE
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQUIRED.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE & GROOVE (NOTE: 1X T&G REQUIRES TYPE X GYP. FOR WUI COMPLIANCE) B) EXT. GRADE FIRE RATED PLYWOOD

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE & GROOVE (NOTE: 1X T&G REQUIRES TYPE X GYP. FOR WUI COMPLIANCE) B) EXT. GRADE FIRE RATED PLYWOOD

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)

MID-CENTURY MODERN SPANISH COLONIAL

KEYNOTES
K13 OPTIONAL TILE TRIMMED DECORATIVE DOOR
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 4:21:21 PM

ELEVATIONS - OPTIONS

PRE-APPROVED ADU

CITY OF ANTIOCH
A2-204
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES
SCALE: 1/4" = 1'-0"A2-101 A2-204

FRONT ELEVATION - CALIFORNIA RANCH -
NO FRONT PORCH / SIDE PORCH1
SCALE: 1/4" = 1'-0"A2-101 A2-204

FRONT ELEVATION - SPANISH COLONIAL -
NO FRONT PORCH / SIDE PORCH7
SCALE: 1/4" = 1'-0"A2-101 A2-204

FRONT ELEVATION - MID-CENTURY MODERN -
NO FRONT PORCH / SIDE PORCH4
SCALE: 1/4" = 1'-0"A2-101 A2-204
LEFT ELEV. -CR -
NO FRONT PORCH3
SCALE: 1/4" = 1'-0"A2-101 A2-204
LEFT ELEV. - MCM -
NO FRONT PORCH6
SCALE: 1/4" = 1'-0"A2-101 A2-204
LEFT ELEV. - SC -
NO FRONT PORCH9
SCALE: 1/4" = 1'-0"A2-101 A2-204
RIGHT ELEV. - SC - SIDE PORCH8
SCALE: 1/4" = 1'-0"A2-101 A2-204
RIGHT ELEV. - MCM - SIDE PORCH5
SCALE: 1/4" = 1'-0"A2-101 A2-204
RIGHT ELEV. - CR - SIDE PORCH2

FOR USE IN CITY OF ANTIOCH ONLY
B27
Plan 3
B28
*OWNER/APPLICANT REQ. TO SELECT ONE OPTION FOR ALL OF THE FOLLOWING AND MARK THROUGH NON-APPLICABLE OPTIONS & VIEWS THROUGHOUT SET:

MEDITERRANEAN

CALIFORNIA RANCH

STYLE SELECTION
(ALL STYLES)

COVERED FRONT PORCH OPTION
(B) NO, SEE VIEW:
(A) YES

OPTION SELECTIONS

WATER HEATER
(B) ALTERNATE WATER HEATER SPECIFIED BY A NEW T24 ENERGY REPORT IS PROVIDED AND APPROVED. MFR & MODEL:________________________________ (A) WATER HEATER, SPECIFIED BRAND/MODEL PER TITLE 24

CRAFTSMAN
(SEE ELEVATION SHEET FOR SPECIFIC MATERIALS SELECTION)
/3 A3-101
PROJECT SCOPE:

1. 2.

CONSTRUCTION OF A NEW DETACHED 1 STORY 702 SF ACCESSORY DWELLING UNIT WITH 2 BEDROOMS AND 1 BATH.

ALL THE WORK SHOWN IN THE DRAWINGS AND SPECIFICATIONS.

G-003 TITLE SHEET - PLAN 3
G-101 GENERAL NOTES
G-102 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS
G-201 CAL GREEN RESIDENTIAL MANDATORY MEASURES
G-202 CAL GREEN RESIDENTIAL MANDATORY MEASURES
T24-100 CAL GREEN RESIDENTIAL MANDATORY REQUIREMENTS
T24-301 ENERGY COMPLIANCE - PLAN 3
T24-302 ENERGY COMPLIANCE - PLAN 3
AS101 EXAMPLE SITE PLAN
AS102 ARCHITECTURAL SITE PLAN
A3-100 PLAN 3 RENDERINGS
A3-101 FLOOR PLAN 3
A3-111 MECHANICAL & ELECTRICAL PLANS
A3-121 ROOF PLAN & REFLECTED CEILING PLAN - CALIFORNIA RANCH A3-122 ROOF PLAN & REFLECTED CEILING PLAN - MID-CENTURY MODERN A3-123 ROOF PLAN & REFLECTED CEILING PLAN - SPANISH COLONIAL A3-201 ELEVATIONS & SECTIONS - CAL RANCH
A3-202 ELEVATIONS & SECTIONS - MID-CENTURY MODERN
A3-203 ELEVATIONS & SECTIONS - SPANISH COLONIAL
A3-204 ELEVATIONS & SECTIONS - OPTIONAL NO FRONT PORCH
A-901 ARCHITECTURAL DETAILS - COMMON
A-902 ARCHITECTURAL DETAILS - COMMON
A-903 ARCHITECTURAL DETAILS - COMMON
A-904 ARCHITECTURAL DETAILS - COLUMNS
A-905 ARCHITECTURAL DEATILS - CALIFORNIA RANCH
A-906 ARCHITECTURAL DETAILS - CALIFORNIA RANCH
A-907 ARCHITECTURAL DETAILS - MID-CENTURY MODERN
A-908 ARCHITECTURAL DETAILS - SPANISH COLONIAL
A-911 ARCHITECTURAL DETAILS - ASPHALT SHINGLE ROOF
A-911W ARCHITECTURAL DETAILS - ASPHALT SHINGLE ROOF - WUI A-912 ARCHITECTURAL DETAILS - S-TILE ROOF
A-912W ARCHITECTURAL DETAILS - S-TILE ROOF - WUI
A-921 REFERENCE - PRODUCT DATA - ROOF VENT
S-101 SHEET INDEX, ABBREVIATION & SYMBOLS
S-102 GENERAL NOTES
S-103 GENERAL NOTES, SPECIAL INSPECTION & TESTS
S-201 CAL RANCH ROUNDATION & ROOF FRAMING PLAN
S-211 MID CENTURY MODERN FOUNDATION & ROOF FRAMING PLAN S-221 SPANISH COLONIAL FOUNDATION & ROOF FRAMING PLAN
S-301 TYPICAL CONCRETE DETAILS
S-311 CONCRETE DETAILS
S-401 TYPICAL WOOD DETAILS
S-402 TYPICAL WOOD DETAILS
S-403 TYPICAL WOOD DETAILS
S-404 TYPICAL WOOD DETAILS
S-421 ROOF FRAMING DETAILS
S-422 ROOF FRAMING DETAILS
Grand total: 47
CITY OF ANTIOCH PRE-APPROVED ADU - PLAN 3
SQUARE
FOOTAGE CONDITIONED?
PLAN 3 702 SF CONDITIONED
LANDING 16 SF UNCONDITIONED
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:06:44 PM
TITLE SHEET - PLAN 3

PRE-APPROVED ADU

CITY OF ANTIOCH
G-003
08/19/26

PUBLIC SET

PROJECT DIRECTORY PROJECT INFORMATION

UTILITIES
ADDRESS:

CONTACT:

EMAIL:

PHONE:

RRM DESIGN GROUP
3765 S. HIGUERA ST, SUITE 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

ARCHITECT

RANDY RUSSOM
[email protected]

USER LICENSE AGREEMENT

SIGNATURE DATE

VICINITY MAP (TO BE PROVIDED BY OWNER OR APPLICANT)
_________________________________________WATER AND SEWER SERVICE

ELECTRICAL SERVICE

GAS SERVICE

SEWER SERVICE
_________________________________________
_________________________________________
_________________________________________
(TO BE PROVIDED BY APPLICANT OR OWNER)
*FOR BUILDING DEPARTMENT REVIEW, INITIAL WHEN SECTION HAS BEEN REVIEWED

1. 2.

3. 4.

5. ANY PROPOSED ENERGY STORAGE SYSTEM (ESS) SHALL FOLLOW SINGLE-FAMILY RESIDENTIAL MANDATORY REQ. SUMMARY SECTION 150.0(s) AND WILL REQUIRE A SEPARATE PERMIT TO BE PULLED BY APPLICANT.

VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION (VERIFICATION DETAILS FROM VCHP STAFF REPORT, APPENDIX B, AND RA3) (PER TITLE 24).

THIS PLAN IS INTENDED FOR FLAT LOTS (SLOPING LESS THAN 10" ACROSS THE

LONGEST BUILDING DIMENSION), WITHOUT HIGHLY EXPANSIVE OR LIQUEFIABLE

SOILS, WHERE THE MAIN DWELLING UNIT IS SUPPORTED IN SHALLOW FOOTINGS WITH SLABS ON GRADE CONSTRUCTION. IF THE PROJECT SITE DEVIATES FROM ANY

OF THE AFOREMENTIONED QUALITIES, AS DETERMINED BY THE BUILDING OFFICIAL,

THERE PRE-APPROVED ADU FOUNDATION PLANS AND DETAILS ARE NOT APPLICABLE.

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE

INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2025 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW.

FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. _____________________________________
_____________________________________
PREPARED BY:

DATE PREPARED:

JOB NUMBER:

CARSTAIRS ENERGY

ENERGY COMPLIANCE
JUNE 24, 2026
26-062420
•
•
•
•
•
•
•
•
•
•
HERS VCHP:

HERS RATER WILL NEED TO FOLLOW THE VERIFICATION AND TESTING

PROTOCOL FOR THE VARIABLE CAPACITY HEAT PUMP CREDIT REQUIREMENTS,

INCLUDING BUT NOT LIMITED TO, VERIFIED REFRIGERANT CHARGE, VERI FIED
MINIMUM HSPF AND EER/SEER, AND CAPACITY; DUCTLESS INDOOR UNITS AND THE COMPONENTS ARE WITHIN THE CONDITIONED ENVELOPE; AND AIRFLOW PROVIDED TO ALL HABITABLE SPACES (BEDROOMS AND LIVING SPACE).

THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD-VERIFIED

BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE OF THIS COMPUTER ANALYSIS. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY.

QUALITY INSULATION INSTALLATION (QII)

INDOOR AIR QUALITY VENTILATION
KITCHEN RANGE HOOD TABLE 150.0-G160

VERIFIED REFRIGERANT CHARGE
AIRFLOW IN HABITABLE ROOMS (SC3.1.4.1.7)

VERIFIED HEAT PUMP RATED HEATING CAPACITY
WALL-MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 FT2 (SC3.4.5)

DUCTLESS INDOOR UNITS LOCATED ENTIRELY IN CONDITIONED SPACE (SC3.1.4.1.8)

BATHROOM, KITCHEN, AND WHOLE HOUSE VENTILATION

WHEN PHOTOVOLTAIC SYSTEM IS REQUIRED (SEE PV SECTION FOR

SELECTION)
SEE SHEET S-103 FOR REQUIRED SPECIAL INSPECTIONS

A REGISTERED DESIGN PROFESSIONAL SHALL COMPLETE THE CITY OF ANTIOCH STATEMENT OF REQUIRED SPECIAL INSPECTIONS CERTIFICATE (FORM PLG-240) PRIOR TO PERMIT ISSUANCE. IDENTIFY THE TYPE OF WORK REQUIRING SPECIAL

INSPECTIONS IN THE PLANS AND THE INDIVIDUALS OR FIRMS RESPONSIBLE FOR THE SPECIAL INSPECTION ELEMENT(S).

FOR FURTHER INSTRUCTIONS SEE S-103.

OWNER/APPLICANT HAS COMPLETED SPECIAL INSPECTION FORM
OWNER/APPLICANT SIGNATURE:____________________________
OWNER/APPLICANT TO SIGN & SUBMIT SEPARATE SUPPORTING DOCUMENT "USER LICENSE AGREEMENT" IN ADDITION TO SIGNING THIS USER AGREEMENT BELOW:

BY USING THESE PERMIT READY ACCESSORY DWELLING UNIT CONSTRUCTION

DOCUMENTS, THE USER AGREES TO RELEASE, HOLD HARMLESS, AND INDEMNIFY

THE CITY OF ANTIOCH, ITS ELECTED OFFICIALS AND EMPLOYEES, RRM DESIGN

GROUP, AND THE ARCHITECT OR ENGINEER WHO PREPARED THESE

CONSTRUCTION DOCUMENTS FROM ANY AND ALL CLAIMS, LIABILITIES, SUITS AND

DEMANDS ON ACCOUNT OF ANY INJURY, DAMAGE OR LOSS TO PERSONS OR

PROPERTY, INCLUDING INJURY OR DEATH, OR ECONOMIC LOSSES, ARISING OUT OF THE USE OF THESE CONSTRUCTION DOCUMENTS.

THE PLANS ATTACHED HERE ARE APPROVED FOR ONLY USE IN CITY OF ANTIOCH.

NO DEVIATIONS, ALTERATIONS, OR OPTIONS BEYOND THOSE SPECIFICALLY

INDICATED IN THE PLANS ARE ALLOWED WITHOUT PRIOR APPROVAL BY THE ISSUING JURISDICTION AND CHIEF BUILDING OFFICIAL. THIS SET OF PLANS SHALL NOT BE USED FOR A PUBLIC HOUSING PROJECT.

1. 2.

3. 4.

5. 6.

7. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU AND APPROVED PRIOR TO INSTALLATION. PLANS AND INSTALLATION MUST BE BY A C16 LICENSED SPRINKLER CONTRACTOR.

SECTION 903.3.1.3 NFPA 13D SPRINKLER SYSTEMS AUTOMATIC FIRE SPRINKLER SYSTEMS INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3.

SECTION 903.2.8 GROUP R AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA.

SECTION 903.2.8.1 GROUP R-3 AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.3 SHALL BE PERMITTED IN GROUP R-3 OCCUPANCIES.

LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM 1 INCH WATER SHALL BE INSTALLED.

A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL INSPECTION.

A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR TO FRAME INSPECTION. ONLY THE NEW PIPING SHALL BE TESTED.

FIRE PROTECTION

TRUSS CALCULATIONS
FIRE SPRINKLER (IF APPLICABLE, SEE FIRE SPRINKLERS SECTION.)

DEFERRED SUBMITTAL(S)
SITE INFORMATION:

APN:

LOT SIZE (SQ FT):

EXISTING USE:

LAND USE:

PROPOSED USE:

LOT COVERAGE

ACCESSORY
STRUCTURE(S) SF:

REAR: 4' - 0"
PRIMARY BUILDING SF: FRONT:

SIDES: 4' - 0"

SETBACKS
_____________
_____________
_____________
_____________
MIN.

REQUIRED: PROPOSED:

FIRE SPRINKLERS (WHEN REQUIRED) NOTES:

DOES THE PRIMARY RESIDENCE HAVE NFPA 13D SPRINKLERS?
NO: THEREFORE, THE PROPOSED ADU IS NOT REQUIRED TO BE SPRINKLERED YES: THEREFORE, THE PROPOSED ADU IS REQUIRED TO BE SPRINKLERED (TO BE PROVIDED BY

OWNER / APPLICANT)
BUILDING INFORMATION:

CONSTRUCTION TYPE: VB
MAX HEIGHT ALLOWED:

ZONING:

SPRINKLERED: (SEE FIRE SPRINKLER

SECTION ON THIS SHEET)
PROPOSED HEIGHT: _______
NUMBER OF STORIES: 1 OCCUPANCY GROUP: R-3

SHEET INDEX
LOT COVERAGE SF:

FLOOR AREA RATIO:

BETWEEN
STRUCTURES:

HERS QII REQUIRED

OWNER / APPLICANT TO LIST SERVICE PROVIDERS IN SPACES BELOW (SEE SITE PLAN, SHEET AS101 FOR INFORMATION AND LOCATIONS OF ALL UTILITIES)

ELECTRICAL PANEL (SEE PLANS & SITE PLAN FOR LOCATION)
NOTE: SPECIFY IF THE ADU WILL HAVE ITS OWN SEPARATE UTILITY SERVICE INSTALLED OR IF THE ADU WILL BE SUB-FED FROM AN EXISTING ADEQUATE SERVICE.

PROVIDE COMPLETE ELECTRICAL LOAD CALCULATIONS FOR REVIEW. IF SUB-FED,

PLEASE PROVIDE A SECOND AND SEPARATE LOAD CALCULATION OF THE EXISTING SERVICE TO JUSTIFY IT IS ADEQUATE FOR THE ADDITIONAL LOADS. (B) A NEW ELEC. SUBPANEL CONNECTS TO THE ELEC. MAIN PANEL OF 220 AMP ON THE PRIMARY HOME WITH A 225 AMP MIN. BUSBAR RATING
(A) NEW ELEC. MAIN PANEL OF 200 AMP WITH 225 AMP MIN. BUSBAR RATING (C) NEW ELEC. MAIN PANEL MIN. 400 AMP DUAL METER AT PRIMARY HOUSE WITH A NEW ELEC. SUB-PANEL AT ADU THAT CONNECTS TO THE MAIN PANEL

THE ADU AND PRIMARY DWELLING UNIT SHALL HAVE SEPARATE, INDEPENDENT WATER SUPPLY AND SANITARY SEWER SYSTEMS.

NOTE: A NEW SEPTIC SYSTEM IS ONLY PERMITTED WHEN NO PUBLIC SEWER IS DEEMED AVAILABLE; A PERCOLATION REPORT AND SEPTIC DESIGN ARE REQ.) IF NO, SELECT ONE OF THE FOLLOWING:

NEW SEWER LINES CONNECTED DIRECTLY TO PUBLIC RIGHT OF WAY.

NEW SEWER LINES BRANCHED OFF EXISTING MAIN LINES ON THE PROPERTY.

NOTE: SEE SITE PLAN CHECKLIST ON AS-101 AND SITE PLAN ON AS-102 FOR MORE INFORMATION AND LOCATIONS.

OWNER/APPLICANT SIGNATURE:__________________________
(SELECTIONS TO BE PROVIDED BY APPLICANT OR OWNER)
NEW WATER SUPPLY CONNECTED DIRECTLY TO PUBLIC RIGHT OF WAY.

NEW WATER SUPPLY BRANCHED OFF EXISTING MAIN LINES ON THE PROPERTY.

NOTE: ADU AND PRIMARY DWELLING UNIT SHALL HAVE SEPARATE, INDEPENDENT WATER SUPPLY. SEE SITE PLAN CHECKLIST ON AS-101 AND SITE PLAN ON AS-102 FOR MORE INFORMATION AND LOCATIONS.

PROJECT ADDRESS: (TO BE PROVIDED BY

OWNER / APPLICANT)
(TO BE PROVIDED BY

OWNER / APPLICANT)
NO NEW SEPTIC SYSTEM.

NEW SEPTIC SYSTEM; PROVIDE STAMPED DEH EXHIBIT. OWNER/APPLICANT REQUIRED TO PROVIDE DOCUMENTATION OF CITY OF ANTIOCH APPROVAL. (SELECTIONS TO BE PROVIDED BY APPLICANT OR OWNER)

ALL PLAN USERS MUST SUBMIT A COMPLETED USER LICENSE
AGREEMENT AT THE TIME OF APPLICATION SUBMITTAL.

YES, PV SYSTEM REQUIRED
(REDUCE BY 25% IF BATTERIES ARE INSTALLED. LOCATION(S) OF BATTERY SHALL BE SHOWN ON PLAN.)
NO, PV NOT REQUIRED PER CALIFORNIA ENERGY CODE SECTION 150.1(C)14 EXCEPTION (IF NO, SELECT EXCEPTION USED BELOW):
1) FOR STEEP SLOPE ROOFS, WITH NORTHERLY AZIMUTH THAT LIES BETWEEN 300 DEGREES AND 90 DEGREES FROM TRUE NORTH. IF THE SARA IS LESS THAN 80 CONTIGUOUS SQUARE FEET.
2) PV SYSTEM SIZE SPECIFIED BY SECTION 150.1(C)14 IS LESS THAN 1.8 KWDC. 3) BUILDINGS W/ APPROVED ROOF DESIGNS, WHERE THE ENFORCEMENT

AUTHORITY DETERMINES IT IS NOT POSSIBLE FOR THE PV SYSTEM 4) FOR BUILDINGS THAT ARE APPROVED BY THE LOCAL PLANNING DEPARTMENT PRIOR TO JANUARY 1, 2020 WITH MANDATORY CONDITIONS FOR APPROVAL. 5) PV SYSTEM SIZES DETERMINED USING EQUATION 150.1-C MAY BE REDUCED BY 25 PERCENT IF INSTALLED IN CONJUNCTION WITH A QUALIFYING BATTERY STORAGE SYSTEM.

OTHER, (REQ. APPROVAL) SPECIFY:_________________________________________ SOLAR READY REQUIREMENTS SHALL BE IMPLEMENTED. FOR MORE INFORMATION SEE "SOLAR READY NOTES" ON SHEET G-101.

PHOTOVOLTAIC SYSTEM (PV) (DEFERRED SUBMITTAL)

OWNER / APPLICANT TO PROVIDE THE TITLE REPORT

STAFF INITIALS

STAFF INITIALS
16' - 0"

STAFF INITIALSSTAFF INITIALS

STAFF INITIALS

SEE ELEVATIONS

WASTE WATER

WASTE SUPPLY

ELECTRICAL PANEL
ADDRESS:

CONTACT:

EMAIL:

PHONE:

RRM DESIGN GROUP
3765 S. HIGUERA ST, SUITE 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

STRUCTURAL

ENGINEER

JESSICA MEADOWS
[email protected]
ADDRESS:

CONTACT:

EMAIL:

PHONE:

APPLICANT

SERVICE PROVIDERS
SETBACK RESTRICTIONS - FIRE RATINGS:

NO
YES; IF YES, FIRE RATED WALL & PROJECTIONS REQUIRED PER 2025 CRC SECTION R302.1 FIRE RATED WALL DETAIL: 51/A-901 & 52-/A-901 IF YES, FIREBLOCKING IS REQUIRED IN PROJECTIONS, RAKES AND EAVES.

SEE DETAILS: 31/32/A-911, 31/32/A-911W, 11/12/21/22/A-913, 31/32/51/52/A-913W IS THE ADU LESS THAN 5' TO ANY PROPERTY LINE AND/OR LESS THAN 10' FROM ANY ADJACENT BUILDING OR STRUCTURE?

1. 2.

3. PORTIONS OF THE CITY OR COUNTY ARE LOCATED WITHIN A FHSZ. TO

DETERMINE IF YOUR STRUCTURE IS LOCATED IN A FHSZ, PLEASE VISIT CAL FIRE WEBSITE: HTTPS://OSFM.FIRE.CA.GOV/WHAT-WE-DO/COMMUNITY-

WILDFIRE-PREPAREDNESS-AND-MITIGATION/FIRE-HAZARD-SEVERITY-ZONES INDICATE BELOW WHAT ZONE YOUR STRUCTURE IS TO BE BUILT IN:

VERY HIGH HIGH MODERATE NONE

IF STRUCTURE IS LOCATED IN HIGH OR VERY HIGH SEVERITY ZONE, ALL CONSTRUCTION OF THE ADU STRUCTURE MUST COMPLY WITH CWUIC 504.

THIS PROTOTYPE ADU PLAN PROVIDES DESIGNS THAT COMPLY WITH PROVISIONS REQUIRED BY THE CWUIC 504. PLEASE SEE APPLICABLE DETAIL SHEETS: A-911W & A-912W
FIRE HAZARD SEVERITY ZONE (FHSZ) LEVEL:

FIRE SPRINKLERS:

WILDLAND-URBAN INTERFACE:

OPTIONAL COVERED PORCH - CAL RANCH 60 SF UNCONDITIONED

OPTIONAL COVERED PORCH - MID-CENTURY
MODERN
95 SF UNCONDITIONED
OPTIONAL COVERED PORCH - SPANISH COLONIAL 72 SF UNCONDITIONED

CALIFORNIA RANCH SPANISH COLONIALMID-CENTURY MODERN
SEE SHEET A3-201
SEE SHEET A3-202
SEE SHEET A3-203

ADDITIONAL INFORMATION

SPECIAL INSPECTIONS STAFF INITIALS

FOR USE IN CITY OF ANTIOCH ONLY
B29
(E) STREET NAME

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"
4' - 0" MIN. SETBACK
XX' - XX"XX' - XX"XX' - XX"

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"XX' - XX"

OVERALL DIMENSION OF NEW ADU
XX' - XX"
XX' - XX" FROM ADU TO (E) RESIDENCE

OVERALL DIMENSION OF EXISTING RESIDENCE
XX' - XX"XX' - XX"
XX'-XX" (DISTANCE)
(E) SINGLE FAMILY

RESIDENCE EXAMPLE
(ADDRESS)
(FOOTPRINT SF)
(N) ACCESSORY

DWELLING UNIT

EXAMPLE
SXX° XX'X"E
XX'-XX" (DISTANCE)
NXX° XX'X"W
NXX° XX'X"W (PROPERTY LINE BEARINGS)
XX'-XX" (DISTANCE)
SXX° XX'X"E

SETBACK
MIN 4'
MIN 4' - 0" SETBACK
XX' - XX"
MIN. 5' - 0" MIN. 5' - 0"
(E) PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
XX'-XX" (DISTANCE)
(E) SIDEWALK

EXAMPLE
(E) PROPERTY LINE
MIN. 4' - 0" SETBACK
XX' - XX"
(E) RETAINING WALL EXAMPLE
(DISTANCE FROM PROPERTY LINE TO (E) RESIDENCE
XX' - XX"

X XX X XXX X
(N) MECHANICAL EQUIPMENT LOCATION
EXAMPLE; NOT LESS THAN 30" OF

CLEARANCE IN WIDTH, DEPTH, & HEIGHT

SHALL BE PROVIDED TO ACCESS THE
EQUIPMENT. (2025 CMC SECTION 304.1)
(N) APPLICANT TO ILLUSTRATE AND

ANNOTATE PROPOSED APRONS,
LANDINGS, PORCHES, OVERHANGS, MECH.
/ ELEC. ITEMS AND PROPOSED ACCESS
POINTS

LOCATE ELECTRICAL (ALL) PANELS

SEE TITLE SHEET FOR PANEL OPTIONS AND
MAXIMUM AMPERAGE FOR THE PROPOSED ADU.
(E) EXISTING SWIMMING POOL

EXAMPLE (OWNER / APPLICANT

TO PROVIDE SF)

EASEMENT EXAMPLE
(ANY/ALL SHALL BE SHOWN)

SETBACK
XX' - XX"
XX' - XX"
MIN. 10'
(N) ASSUMED PROPERTY LINE
(E) SETBACK
(E) SETBACK
(E) SETBACK
XX'-XX" SETBACK

DISTANCE OF NEAREST POINT OF ADU TO CENTERLINE OF
IMAGINARY LINE BETWEEN THE TWO BUIDLINGS (UNDER 5' - 0" 1- HOUR FIRE-RATED WALL AND 1-HOUR FIRE-RATED EAVE REQUIRED).

DISTANCE OF NEAREST POINT OF ADU TO

ADJACENT PROPERTY LINE (WHEN UNDER
5' - 0," 1-HOUR FIRE-RATED WALL AND 1-
HOUR FIRE-RATED RAKE/EAVE REQUIRED).
(FOOTPRINT SF)

PROVIDE ALL DIMENSIONS FOR

ALL (E) AND/OR (N) PAVED AREAS

PROVIDE ALL DIMENSIONS, OF (E) DRIVEWAY(S)
XX' - XX"
XX' - XX"
XX' - XX"
XX' - XX"
(E) FENCE EXAMPLE
(PROVIDE DIMENSIONS)
(E) FENCE EXAMPLE
(PROVIDE DIMENSIONS)
XX
(E) SIDEWALK

EXAMPLE
(CENTERLINE OF STREET)

OWNER/APPLICANT TO

INDICATE MAIN ENTRANCE

SITE PLAN LEGEND

EASEMENTS

SETBACK

PROPERTY LINE (E) FENCEX X
(E) WALLS/

RETAINING WALLS

SITE PLAN CHECKLIST

DRAWING SCALE
SITE PLAN SHOULD BE DRAWN TO A MEASURABLE SCALE.

PROPERTY LINES
SHOW OUTLINE OF PROPERTY USING DASHED LINE IN LEGEND. INDICATE THE BEARING AND DISTANCE OF THE PROPERTY LINE.

LABEL YARDS

LABEL FRONT, REAR, SIDE YARDS, AS WELL AS DRIVEWAYS, PATHWAYS AND ANY OTHER HARDSCAPE.

SETBACKS

DIMENSION THE DISTANCE BETWEEN BUILDINGS AND PROPERTY LINES, AS WELL AS BUILDINGS TO OTHER STRUCTURES. SETBACKS TO SIDE AND REAR PROPERTY SIDE SHALL BE A MINIMUM OF (4' - 0").

EASEMENTS
REFER TO LEGEND. MUST INCLUDE ALL APPLICABLE EASEMENTS. PROPOSED STRUCTURE SHALL COMPLY WITH EASEMENT REQUIREMENTS.

A.

B.

C.

D.

PROVIDE THE EXACT LOCATION AND LABEL ALL OF THE EXISTING &

PROPOSED UTILITIES ON THE SITE PLAN

THIS INCLUDES BUT IS NOT LIMITED TO UTILITIES, POLES, SEPTIC, SEWER, DRAINS, ELECTRICAL, GAS METERS, LINES, AND ANY PHOTOVOLTATIC.

INDICATE SEWER ELEVATION OF LATERAL AND MAIN CONNECTION.

IF ON SEPTIC SYSTEM, PROVIDE DEPARTMENT OF ENVIRONMENTAL

HEALTH (DEH) EXHIBIT WITH LEACH LINES SHOWN AND AREA FOR NEW LEACH LINES. SEWER MAIN EXTENSION MAY BE REQUIRED. INCLUDE

LOCATIONS AND ALL ELEVATIONS OF PROPOSED SEPTIC / SEWER / LEACH LINES. PROVIDE INVERT ELEVATIONS AT CLEANOUT, SEWER MAIN

CONNECTION, ADU CONNECTION, AND AT ANY OTHER CONNECTION POINTS.

PLEASE SPECIFY ON THE PLANS IF THE ADU WILL HAVE NEW

INDEPENDENT SERVICES DIRECTLY FROM THE PUBLIC RIGHT OF WAY

CONNECTION OR IF THE SERVICES WILL BE BRANCHED OFF THE EXISTING MAIN LINES ON THE PROPERTY.

JUSTIFY PIPE SIZES SHOWN ON THE PLAN ARE ADEQUATE FOR THE PROPOSED ADU SERVICES. IF THE SERVICES ARE CONNECTED TO THE

EXISTING MAIN SERVICES, THEN PROVIDE JUSTIFICATION THAT THE

EXISTING MAINS CAN HANDLE THE NEW INCREASED FLOWS OF THE ADU FOR WATER SUPPLY AND SANITARY SEWER SYSTEMS. PLEASE USE 2025 CPC TABLE 610.3, TABLE 610.4, AND SECTION 610.5 FOR JUSTIFICATION.

NOTE, IF USING APPENDIX A SIZING CRITERIA, PLEASE INCLUDE THE CPC APPENDIX A CHART ON THE PLAN.

LABEL STREETS & SIDEWALKS

DIMENSION BUILDING SEPARATION

DIMENSION THE DISTANCE BETWEEN THE PROPOSED ADU AND ANY EXISTING

STRUCTURES

LOT COVERAGE CALCULATION

TOTAL FOOTPRINT AREA FOR STRUCTURES ON SITE / LOT AREA

LOCATION OF RAIN WATER LEADERS

THE ROOF DRAINS SHOULD DRAIN AWAY FROM THE PROPERTY LINES AND INTO THE LANDSCAPE AREA.

SCALE: 1/10" = 1' - 0"EXAMPLE SITE PLAN

SWIMMING POOLS

ALL EXISTING SWIMMING POOLS SHALL BE SHOWN ON THE SITE PLAN AND SHALL HAVE 10' MINIMUM SETBACK TO THE NEW ADU STRUCTURE.

FOOTPRINT OF ALL EXISTING BUILDINGS & STRUCTURES - PLOT THE EXISTING BUILDINGS ONSITE. THIS INCLUDES ALL STRUCTURES / PORCHES / GAZEBOS. INDICATE SQUARE FOOTAGE OF EXISTING RESIDENCE.

NORTH ARROW

PORCHES
THERE SHALL BE NO MORE THAN 30 INCHES MEASURED VERTICALLY TO THE

FLOOR OR GRADE BELOW (INCLUDING FLOORS, STAIRS, RAMPS, AND LANDINGS) ANYWHERE MEASURED LESS THAN 36 INCHES HORIZONTALLY TO THE EDGE OF THE PORCH/SLAB/SURFACE OF THE RAIL. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION

EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY PER 2025 CRC, SECTION 308.1.

NOT LESS THAN 30" OF CLEARANCE IN WIDTH, DEPTH, & HEIGHT SHALL BE PROVIDED TO ACCESS EXTERIOR MECHANICAL EQUIPMENT. SHOW
LOCATION ON SITE PLAN & LABEL (2025 CMC SECTION 304.1 & 2025 CPC 504.3).

PROPOSED ADU IS TO BE FULLY ELECTRIC. INSTALLATION OF A GAS LINE TO THE PROPOSED ADU WILL NOT BE PERMITTED.

CALL BEFORE YOU DIG! CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 AT LEAST 2 WORKING DAYS BEFORE EXCAVATING.

UNLESS OTHERWISE NOTED ON THE PLANS, FINISHED GROUND SURFACES SHALL BE GRADED TO DRAIN THE FINISHED SITE PROPERLY WITHIN 10-FEET OF ANY BUILDING FOUNDATION WITH A SLOPE OF 5% AWAY FROM ANY BUILDING OR STRUCTURE. ALL EXTERIOR HARDSCAPE WITHIN 10-FEET OF A BUILDING FOUNDATION SHALL BE INSTALLED WITH A 2% MINIMUM SLOPE AWAY FROM ANY BUILDING OR STRUCTURE. DRAINAGE SWALES SHALL BE A

1.5% MINIMUM SLOPE. ALL GRADED SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3H TO 1V (33%), UNLESS SHOWN OTHERWISE ON THE PLANS.

LOT GRADING SHALL CONFORM AT THE PROPERTY LINES AND SHALL NOT

SLOPE TOWARD PROPERTY LINES IN A MANNER WHICH WOULD CAUSE STORM WATER TO FLOW ONTO NEIGHBORING PROPERTY. HISTORIC

DRAINAGE PATTERNS SHALL NOT BE ALTERED IN A MANNER TO CAUSE DRAINAGE PROBLEMS TO NEIGHBORING PROPERTY.

NEW RAINWATER DOWNSPOUTS SHALL BE DISCONNECTED AND DIRECT RUNOFF TO A LANDSCAPED AREA. DOWNSPOUTS MAY BE CONNECTED TO A

POP-UP DRAINAGE EMITTER IN THE LANDSCAPED AREA OR MAY DRAIN TO

SPLASH BLOCKS OR COBBLESTONES THAT DIRECT WATER AWAY FROM THE BUILDING.

CONTRACTOR TO FIELD VERIFY EXISTING DRAINAGE. IF THE EXISTING

DRAINAGE SYSTEM IS DAMAGED DURING EXCAVATION, CONTRACTOR SHALL

REPAIR AND/OR REROUTE DRAINAGE SYSTEM AND CONNECT TO EXISTING DRAINAGE FACILITY AS NECESSARY.

EXISTING PUBLIC IMPROVEMENTS THAT ARE DAMAGED BY THE PROJECT CONSTRUCTION SHALL BE REPAIRED OR REPLACED. EXISTING DAMAGED

PUBLIC IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL BE REPAIRED

OR REPLACED EVEN IF THE DAMAGE OCCURRED PRIOR TO THE START OF CONSTRUCTION.

EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO OCTOBER 1 AND SHALL BE MAINTAINED DAILY UNTIL APRIL 30. THESE

FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS

AND PROVIDE FOR THE SAFE DISCHARGE OF SILT-FREE STORM WATERS INTO EXISTING STORM DRAIN FACILITIES. EROSION AND SEDIMENT CONTROL

SUPPLIES MUST BE KEPT ON-SITE DURING THE DRY SEASON AND EMPLOYED, AS NECESSARY PRIOR TO AND DURING RAIN EVENTS.

SEASONALLY APPROPRIATE BEST MANAGEMENT PRACTICES FOR THE

FOLLOWING SITE MANAGEMENT CATEGORIES MUST BE IMPLEMENTED YEAR- ROUND: 1) EROSION CONTROL; 2) RUN-ON AND RUN-OFF CONTROL; 3) SEDIMENT CONTROL; 4) GOOD SITE MANAGEMENT; AND 5) NON-
STORMWATER MANAGEMENT.

AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION

ACTIVITY WITHIN A PUBLIC STREET RIGHT OF WAY THAT HAS BEEN ACCEPTED BY THE CITY.

SITE PLAN GENERAL NOTES

LOCATION OF ELECTRICAL PANEL

SEE COVER SHEET FOR PANEL OPTION AND MAXIMUM AMPERAGE FOR THE PROPOSED ADU. ADDITIONAL CALCULATIONS MY BE REQUIRED BASED ON CHOSEN ELECTRICAL PANEL.

DRIVEWAY / PAVED ACCESS

SHOW THE PROPOSED (OR EXISTING) DRIVEWAY / PAVED ACCESS TO THE PROPOSED ADU.
(FOR PLANNING STAFF ONLY) INITIAL WHEN THIS SHEET HAS BEEN REVIEWED. STAFF INITIALS:________________ NOTE: THIS IS AN EXAMPLE SITE PLAN FOR AN INTERIOR
LOT. EXACT LAYOUT, DIMENSIONS, AND BEARINGS SHALL
BE PROVIDED BY OWNER/APPLICANT.
(E) EXISTING (N) NEW
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:06:56 PM

EXAMPLE SITE PLAN

PRE-APPROVED ADU

CITY OF ANTIOCH
AS101
08/19/26

PUBLIC SET
1-HR FIRE CONSTRUCTION

GRADING & DRAINAGE

LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 ” WITHIN THE FIRST 10 FT. (5% SLOPE). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6” OF FALL WITHIN 10 FT., DRAINS OR SWALES

SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
STRUCTURE. 2025 CRC R401.3, 2025 CBC 1804.4

NEW STRUCTURE ADDRESS
NEW STRUCTURE SHALL BE PROVIDED WITH A NEW APPROVED ADDRESS.

THE ADDRESS SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. EACH CHARACTER SHALL BE NOT LESS THAT 4" IN HEIGHT WITH A STROKE WIDTH F NOT LESS THAN 1/2" 2025 CRC SECTION R308.1
IS (N) ADU LESS THAN 5' TO ANY PROPERTY LINE OR 10' FROM ANY ADJACENT BUILDING OR STRUCTURE:

YES, IF YES, FIRE-RATED WALL REQUIRED PER 2025 CRC R302.1 AT LOCATIONS WHERE THE ADU IS LESS THAN 5' FROM THE PROPERTY LINE OR LESS THAN 10' FROM ANY ADJACENT BUILDING OR STRUCTURE.

FIRE RATED WALL DETAILS: 51/A-901 & 52-/A-901
FIREBLOCKING IS REQUIRED IN PROJECTIONS, RAKES AND EAVES. SEE DETAILS: 31/32/A-911, 31/32/A-911W, 11/12/21/22/A-913, 31/32/51/52/A-913W IF YES, PROJECTIONS ARE REQUIRED TO BE 1-HOUR CONSTRUCTION.

HOWEVER, THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG, IF

FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE

UNDERSIDE OF THE ROOF SHEATHING IF ONE OF THE FOLLOWING SEPARATION DISTANCES ARE MET IN APPROPRIATE TABLE: TABLE 302.1(1) & TABLE 302.1(2).

A) NON-SPRINKLERED & FIRE SEPARATION DISTANCE
PROJECTIONS ARE ≥5'-0"

B) SPRINKLERED & FIRE SEPARATION DISTANCE
PROJECTIONS ARE ≥3'-0"

NO, NO FURTHER ACTION NEEDED

FOOTPRINT OF PROPOSED ADU - PLOT PROPOSED ADU BUILDING
FOOTPRINT. INCLUDE ANY OPTIONAL PORCHES IF SELECTED. INDICATE SQUARE FOOTAGE OF PROPOSED ADU.

IMPERVIOUS SURFACES
IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. 2025 CRC R401.3, 2025 CBC 1804.4

FOR USE IN CITY OF ANTIOCH ONLY
B30
SCALE:SITE PLAN NORTH ARROW
SITE PLAN TO BE PROVIDED BY APPLICANT REFER TO AS101 FOR EXAMPLE SITE PLAN DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:06:56 PM

ARCHITECTURAL SITE PLAN

PRE-APPROVED ADU

CITY OF ANTIOCH
AS102
08/19/26

PUBLIC SET

FOR USE IN CITY OF ANTIOCH ONLY
B31
PLAN 3 - SPANISH COLONIAL
PLAN 3 - CALIFORNIA RANCH
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:06:57 PM
PLAN 3 RENDERINGS

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-100
08/19/26

PUBLIC SET
PLAN 3 - MID-CENTURY MODERN

FOR USE IN CITY OF ANTIOCH ONLY
B32

DOOR DETAIL REFERENCES

HEAD JAMB

LAP SIDING

BOARD & BAT
STUCCO

THRESHOLD

STONE VENEER
/12 A-905 /13 A-905
/12 A-908 /13 A-908
/12 A-907 /13 A-907
/52 A-907 /53 A-907
/24 A-901

WINDOW DETAIL REFERENCES

HEAD JAMB SILL

BOARD & BATTEN
STUCCO

LAP SIDING

STONE VENEER

FLASHING
/31 A-907 /32 A-907 /33 A-907
/22 A-907 /23 A-907 /24 A-907
/22 A-908 /23 A-908 /24 A-908
/22 A-905 /23 A-905 /24 A-905 / /11 A-906
A
A
1 1
28' - 1"
25' - 0"
3' - 6" 7' - 7" 2' - 8" 11' - 3"
11' - 4" 0' - 5" 5' - 5" 10' - 11"
11' - 1" 2' - 8" 11' - 3"
9' - 8"
3' - 1" 3' - 4" 3' - 4" 5' - 9"
2 2
B
B
HALLWAY CL.

BED 2BATH

KITCHEN/DINING

LAUNDRY
LIVING
7' - 4" 7' - 0"
28' - 1"
1' - 11" 1' - 7" 3' - 11" 3' - 8" 2' - 8" 5' - 8" 5' - 7" 5' - 8" 5' - 7"

EQ EQ EQ EQ
4' - 0" 11' - 7"
CL.
3' - 3"
5' - 0"
OPT. COVERED

PORCH - CAL RANCH
4' - 3"
WH
02 01
0604
03 05
01 0906
07 0805
03 02
04 BED 1
CL
6 A3-201
6 A3-201
5 A3-201
5 A3-201
4 A3-201
4 A3-202
1 A3-201
2 A3-201
3 A3-201
1 A3-202
2 A3-202
3 A3-202
6 A3-202
6 A3-202
5 A3-202
5 A3-202
4 A3-203
1 A3-203
2 A3-203
3 A3-203
6 A3-203
6 A3-203
5 A3-203
5 A3-203
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN

NO COVERED
PORCH OPTION:
/3 A3-101
A05A03 C04
A06
B02
C08
A07B14
C01
C01C01
B06
B12
B04
C12
2 A3-204
5 A3-204
8 A3-204
4 A3-204
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-903
11 M02
B17
B16
B18

TYPE A (EXAMPLE)

SOLID CORE WOOD

ENTRY DOOR

EXTERIOR
T
TYPE C

SLIDING GLASS

EXTERIOR
T
TYPE D

HOLLOW CORE
WOOD

INTERIOR
TYPE F

HOLLOW CORE WOOD
VENTED (MIN. 100 IN
2 OPENING)

INTERIOR
TYPE E

HOLLOW CORE WOOD

BI-PASS DOUBLE

INTERIOR
TYPE B

SOLID CORE

WOOD EXTERIOR
(VENT AS REQ.)
TYPE G

HOLLOW CORE WOOD
BIFOLD

INTERIOR
A
2 KITCHEN/DINING LIVING
13' - 7" 4' - 0"
4' - 0"
3 A3-204
9 A3-204
G03
CAL
RANCH

SPANISH

COLONIAL
MID-

CENTURY
MODERN
6 A3-204
A
2 KITCHEN/DINING LIVING
5' - 9" 1' - 9" 8' - 6" 1' - 9"
OPT. COVERED

PORCH - SPANISH

COLONIAL
01 02
02 WH LAUNDRY
1' - 6" 3' - 0" 1' - 6"
6 A3-203

WALL LEGEND
EXTERIOR - 5 1/2" WOOD STUD W/ PLYWOOD SHEATHING AND FINISH, SEE ELEV. FOR (EXT.) FINISH. ONE LAYER GYP. WALL BOARD INT. SEE T24 FOR INSULATION. SEE DETAIL: & FOR 1-HR WALL ASSEMBLY

WHEN REQUIRED
INTERIOR - 3 1/2" WOOD STUD W/ ONE LAYER GYP. WALL BOARD EACH SIDE.

ADD BLOCKING AS NEEDED IN THESE LOCATIONS PER DETAIL(S):14/A-903 EXTERIOR - DOUBLE 3 1/2" WOOD STUD W/ PLYWOOD SHEATHING (WITH 2" AIR SPACE) AND FINISH ON BOTH SIDES, SEE ELEV. FOR (EXT.) FINISH.

NOTE: SEE MANUFACTURER LISTINGS FOR IMPROVED ACOUSTIC, MOISTURE, MOLD, & MILDEW-RESISTANT PERFORMANCE PRODUCTS.

NOTE: 5/8" GYP ATTACHED DIRECTLY TO STUDS IS ASSUMED U.N.O.

VERIFY PRODUCT SELECTIONS & REQUIREMENTS, THICKNESS, AND LOCATIONS ON PLANS WITH CONTRACTOR BEFORE CONSTRUCTION. ANY INCREASE IN WALL THICKNESS IS NOT PERMITTTED WHERE MIN. CLEARANCES ARE REQUIRED. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

NOTE: SEE GYPSUM.ORG FOR MORE INFORMATION. POTENTIAL PRODUCTS CAN BE FOUND (BUT ARE NOT LIMITED TO) THE FOLLOWING MANUFACTURERS:

CERTAINTEED.COM, PABCOGYPSUM.COM, GOLDBONDBUILDING.COM. /52 A-901 /51 A-901
A
2 KITCHEN/DINING
LIVING
5' - 0"
1' - 3" 19' - 0"
6' - 1 1/2" 6' - 1 1/4" 6' - 1 3/4"
OPT. COVERED

PORCH - MCM
01 02
LAUNDRYWH02
6 A3-202
A

HORIZONTAL SLIDER
EQ EQ
PER SCHED.

PER SCHED.

B

DOUBLE HUNG
PER SCHED.

PER SCHED.

NO. TYPE
DOOR

REMARKSWIDTH HEIGHT
01 A 3' - 0" 6' - 8" 1, 2
02 B 2' - 0" 6' - 8" 1, 5
03 F 2' - 6" 6' - 8" 4
04 D 2' - 4" 6' - 8"
05 D 3' - 0" 6' - 8"
06 E 4' - 0" 6' - 8"
07 D 3' - 0" 6' - 8"
08 D 3' - 0" 6' - 8"
09 E 4' - 0" 6' - 8"
NO. TYPE
SIZE

HEAD HEIGHT REMARKSWIDTH HEIGHT
01 A 5' - 0" 4' - 0" 6' - 8"
02 A 5' - 0" 4' - 0" 6' - 8"
03 A 3' - 0" 3' - 0" 6' - 8" 2
04 A 5' - 0" 4' - 0" 6' - 8" 1
05 A 4' - 0" 1' - 6" 6' - 8" 2, 4
06 A 5' - 0" 4' - 0" 6' - 8" 1

WINDOW SCHEDULE

DOOR SCHEDULEDOOR LEGEND
SCALE: 1/4" = 1'-0"A3-101
FLOOR PLAN WITH COVERED FRONT PORCH - CALIFORNIA RANCH1 SCALE: 1/4" = 1'-0"A3-101
OPTION - NO COVERED FRONT PORCH3
SCALE: 1/4" = 1'-0"A3-101
COVERED FRONT PORCH - SPANISH COLONIAL2
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:06:58 PM
FLOOR PLAN 3

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-101
08/19/26

PUBLIC SET
A03 30" WIDE FREE STANDING ELECTRIC RANGE OVEN. VENT TO EXTERIOR, STAINLESS STEEL.

A05 REFRIGERATOR LOCATION. PROVIDE 36" SPACE WITH ROUGH PLUMBING FOR ICE MAKER (RECESS IN WALL) OR PER OWNER'S SPECIFICATIONS.

A06 24" WIDE FRONT CONTROL UNDERCOUNTER DISHWASHER.

A07 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTE AND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENT TO OUTSIDE AIR.

B02 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/ GARBAGE DISPOSAL. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEET.

B04 LAVATORY SINK. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS.

B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BY BUILDER.

PROVIDE SHOWER ROD.

B12 WATER CLOSET. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS. WATER CLOSET SHALL NOT BE SET CLOSER THAN 15" FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION PER CPC, SECTION 402.5.

B14 40 GALLON TANK WATER HEATER. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6" LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

B18 FAN COIL @ 80" A.F.F. TO BOTTOM OF UNIT, PROVIDE DEDICATED WALL

OUTLET, INSTALL PER MANUFACTERER'S SPECIFICATIONS, REFER TO PLANS FOR LOCATION OF OUTDOOR CONDENSING UNIT. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

C01 SINGLE WOOD SHELF AND POLE.

C04 36" HIGH BASE CABINET AND COUNTERTOP.

C08 24" DEEP UPPER CABINET.

C12 22" DEEP VANITY
G03 CONCRETE LANDING. SLOPE 1/4"/FT AWAY FROM THE BUILDING. MUST BE AT LEAST AS WIDE AS DOOR AND 3' DEEP.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

KEYNOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

REFER TO GENERAL NOTES SHEET G-101 AND G-102 FOR ADDITIONAL REQUIREMENTS.

REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.

REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.

REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.

REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.

ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.

DIMENSIONS ARE TO FACE OF SHEATHING UNLESS SPECIFICALLY NOTED OTHERWISE.

PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL

MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.

DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS.

WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALL TO ROUGH DOOR OPENING.

WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL

ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES 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.

PER 2025 CRC R318.3 FLOORS OR LANDINGS AT EXTERIOR DOORS SHALL BE

AT LEAST AS WIDE AS DOOR SERVED AND SHALL PROVIDE A LENGTH IN THE DIRECTION OF TRAVEL EQUAL TO 36 INCHES MINIMUM. SLOPE OF EXTERIOR LANDINGS SHALL NOT EXCEED 1/4" PER FOOT (2% SLOPE).

PER 2025 CRC 328.1.1 REINFORCEMENT FOR GRAB BARS SHALL BE PROVIDED IN AT LEAST ONE BATHROOM. 1. REINFORCEMENT SHALL BE

SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE LESS THAN 2X8 INCH NOMINAL LUMBER OR OTHER MATERIAL PROVIDING EQ. HT. AND CAPACITY. REINFORCEMENT ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED

ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5. 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. REFER TO SHEET A-903 FOR MORE INFORMATION.

FLOOR PLAN GENERAL NOTES
SCALE: 1/4" = 1'-0"A3-101
COVERED FRONT PORCH - MID-CENTURY MODERN4

1. 2.

3. 4.

5. 6.

REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.

CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO FABRICATION OF ROUGH OPENINGS.

ALL GLAZING IS DOUBLE PANE UNLESS OTHERWISE NOTED.

EGRESS WINDOWS SHALL HAVE A CLEAR OPENING WITH THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" AFF, MIN. NET CLEAR OPENING FOR EMERGENCY ESCAPE SHALL BE 5.7 S.F. EXCEPT: 5 S.F. MIN. AT GROUND FLOOR. MINIMUM NET CLEAR OPENING DIMENSIONS: HEIGHT: 24", WIDTH: 20". (2025 CRC SEC. R319.2) EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY PER 2025 CRC, SECTION 319.1.

GLAZING IN WALLS ADJACENT TO BATHTUB / 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. (2025 CRC SEC. R324.4.5)

REFER TO WINDOW SCHEDULE AND WINDOW LEGEND FOR MORE
INFORMATION.

WINDOW GENERAL NOTES

7. IF STRUCTURE IS IN A WUI ZONE OR FHSZ, WINDOW MUST COMPLY WITH

BE CONSTRUCTED OF MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE (2025 CWUIC SEC. 504.8)

8. REFER TO ENERGY COMPLIANCE REPORTS TO VERIFY U-FACTOR, SHGC AND ADDITIONAL WINDOW REQUIREMENTS. ALL OPENINGS TO BE
U-FACTOR = (.27) , SHGC = (.23). BUG SCREEN REQUIRED (PER TITLE 24).

1. 2.

3. 4.

REQUIRED EGRESS WINDOW. REFER TO WINDOW GENERAL NOTE #4 FOR ADDITIONAL INFORMATION.

WINDOW INCLUDES BOTH PANES TEMPERED GLAZING.

OPTIONAL WINDOW. SEE TITLE SHEET FOR SELECTIONS FOR MORE INFO. AT

LEAST ONE EGRESS OPENING REQUIRED AT ALL BEDROOMS, SEE GENERAL WINDOW NOTE #5 FOR EGRESS REQUIREMENTS.

REQUIRED TO PROVIDE OBSCURE / PRIVACY GLASS.

WINDOW REMARKS

1. 2.

3. 4.

5. A.

B.

6. REFER TO PLANS FOR LOCATION OF DOORS.

VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION.

CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING.

FIRE RATED DOORS SHALL BE SOLID WOOD OR SOLID HONEYCOMB CORE STEEL DOOR 1-3/8" THICK OR COMPLIANT WITH 2025 CRC SECTION R302.5.1.

DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING WITH WEATHER STRIPPING TO BE TIGHT FITTING.

EXTERIOR DOORS SHALL EITHER HAVE A FIRE-RESISTANCE RATING OR MUST COMPLY WITH THE FOLLOWING REQUIREMENTS:

STILES AND RAILS SHALL NOT BE LESS THAN 1-3/8" THICK.

PANELS SHALL NOT BE LESS THAN 1-1/4" THICK, EXCEPT FOR THE

EXTERIOR PERIMETER OF THE PANEL SHALL BE PERMITTED TO TAPER TO A TONGUE OF NOT LESS THAN 3/8" THICK.

GLAZING IN DOORS SHALL BE TEMPERED PER 2025 CRC SECTION R324.4.1.

PANES INDICATED IN DOOR LEGEND WITH (T).

8. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE MAINTAINED

FREE OF ANY OBSTRUCTIONS OTHER THAN THOSE ALLOWED BY THIS

SECTION AND SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. 2025 CRC R319.1.1.

DOOR GENERAL NOTES

1. 2.

3. 4.

5. EXTERIOR DOOR.

GLAZING PER DOOR TYPES. REFER TO GENERAL DOOR NOTE #6
OPTIONAL DOOR. SEE TITLE SHEET FOR SELECTIONS FOR MORE INFO.

REQUIRED OPENING OF NOT LESS THAN 100 IN
2 FOR MAKEUP AIR SHALL BE
PROVIDED IN THE DOOR OR BY APPROVED MEANS. [CMC SEC. R504.4.1]

VENT DOOR AS REQUIRED PER WATER HEATER MANUFACTURER

REQUIREMENTS / SPECIFICATIONS

DOOR REMARKS

WINDOW LEGEND

FOR USE IN CITY OF ANTIOCH ONLY
B33

AFI AFI
AFI
AFI
AFI
AFIAFI
AFI
AFI
AFI
FC
AFI
AFIAFI
240V
GFI 240V
GFI
240V
GFI
GFIGFI
+42"
GFI
+42"
DW
GFI
GFI
+42"
MW
GFI
F
GFI
+42"
240V
GFI
WP
AFI
GFI
+42"
F VS
J J
EXT
+84
3D A
FD
D F
SD/MA
D
D
3D
SD SD
IAQ
FC
FC
AFI
CW
CW
CW
CW CW
CW
IM
HW
HW
HW
HW
IAQ
AFI
240V
GFI
GFI
WP
GFI
J
SD
SD/MA
VS
J
P
VP
EXT
+84
CW
HB
HB
SOV
HW
F
H
MW
GFI
DW
GFI
FC
D
A

IN ATTIC
A05A03
A06
B02
B06
B12
B04 B18
A07B14
HALLWAY CL.

BED 2BATH

KITCHEN/DINING

LAUNDRY
LIVING
CL.

OPT. COVERED

PORCH - CAL RANCH
BED 1
CL
WH
SEE DETAIL:
/54 A-901
B17B16
F02
B06
B12
B04
A05A03B02
A07

HALLWAY
CL.

BED 2
BATH

KITCHEN/DINING

LAUNDRY
LIVING
CL.

BED 1
CL
WH
A06

DUPLEX OUTLET

ARC-FAULT CIRCUIT

INTERRUPTER

DUPLEX OUTLET
240 VOLTS

DUPLEX OUTLET

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

WATERPROOF

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

AFCI-HALF HOT

ELECTRICAL

JUNCTION BOX
SMOKE

DETECTOR/ALARM

COMBINATION

SMOKE/CARBON

MONOXIDE
FAN COIL UNIT +80"

TO BOTTOM OF UNIT

PROVIDE DEDICATED
OUTLET

ELECTRICAL
SWITCH

ELECTRICAL

SWITCH-THREE

WAY-DIMMER

ELECTRICAL

SWITCH-

VACANCY
SENSOR

ELECTRICAL

SWITCH-DIMMER

COLD WATER

STUB OUT

HOT WATER STUB
OUT

WATER HOSE BIBB

WATER HOSE BIBB

WITH SHUT OF
VALVE

CEILING FAN OPTIONAL
(PRE WIRE FOR CEILING

FAN ONLY)

INDOOR AIR

QUALITY FAN

PENDANT LIGHT

HIGH-EFFICACY

RECESSED

HIGH- EFFICACY

DOWNLIGHT

RECESSED HIGH- EFFICACY

DOWNLIGHT-VAPOR PROOF

WALL MOUNTED

HIGH-EFFICACY
LIGHT

EXTERIOR WALL

MOUNTED HIGH-

EFFICACY LIGHT W/

PHOTO SENSOR

DUPLEX OUTLET

MICROWAVE

GROUND FAULT

INTERRUPTER

DUPLEX OUTLET

DISH WASHER

GROUND FAULT

INTERRUPTER

ELECTRICAL

SWITCH-FAN

ASTRONOMICAL

TIME OR MOTION

SENSOR SWITCH
(AT LEAST 1 REQ.)

ELECTRICAL
WIRING

EXHAUST FAN

DUPLEX OUTLET

RANGE HOOD
NOTE: IONIZATION
SMOKE DETECTOR 10'

MINIMUM FROM STOVE,
ALL OTHERS 20'MIN

CLEARANCE
3D
NOTE: IONIZATION SMOKE DETECTOR 10' MINIMUM FROM STOVE, ALL OTHERS 20'MIN CLEARANCE
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)

WHOLE DWELLING UNIT MECHANICAL VENTILATION
PER SECTION 150.0(O)(C)(i) [ASHRAE 62.2:4.1.2]
2 BED - MINIUM CUBIC FEET PER MINUTE (CFM) (Equation 150.0-B) Qtot = 0.03Afloor + 7.5(Nbr + 1) .03(702 SF) + 7.5 (3) = 43.56 CFM < 50 CFM SCALE: 1/4" = 1'-0"A3-111
ELECTRICAL PLAN - PLAN 31
SCALE: 1/4" = 1'-0"A3-111
MECHANICAL PLAN - PLAN 32
LEGEND
A03 30" WIDE FREE STANDING ELECTRIC RANGE OVEN. VENT TO EXTERIOR, STAINLESS STEEL.

A05 REFRIGERATOR LOCATION. PROVIDE 36" SPACE WITH ROUGH PLUMBING FOR ICE MAKER (RECESS IN WALL) OR PER OWNER'S SPECIFICATIONS.

A06 24" WIDE FRONT CONTROL UNDERCOUNTER DISHWASHER.

A07 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTE AND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENT TO OUTSIDE AIR.

B02 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/ GARBAGE DISPOSAL. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEET.

B04 LAVATORY SINK. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS.

B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BY BUILDER.

PROVIDE SHOWER ROD.

B12 WATER CLOSET. REFER TO WATER EFFICIENCY REQUIREMENTS ON CALGREEN CODE NOTES SHEETS. WATER CLOSET SHALL NOT BE SET CLOSER THAN 15" FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION PER CPC, SECTION 402.5.

B14 40 GALLON TANK WATER HEATER. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6" LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

B18 FAN COIL @ 80" A.F.F. TO BOTTOM OF UNIT, PROVIDE DEDICATED WALL

OUTLET, INSTALL PER MANUFACTERER'S SPECIFICATIONS, REFER TO PLANS FOR LOCATION OF OUTDOOR CONDENSING UNIT. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION.

F02 22" X 30" MINIMUM ATTIC ACCESS. PROVIDED SWITCH AND OUTLET AT ATTIC.

THERE IS NO HVAC EQUIPMENT (SUCH AS FURNACE, HEAT PUMP, OR FAU) IN THE ATTIC. PERMANENTLY ATTACH R-38 OR GREATER INSULATION TO ATTIC ACCESS DOOR USING ADHESIVE OR MECHANICAL FASTENERS CEnC 150.0 (a)1. PROVIDE GASKETED ATTIC ACCESS TO PREVENT AIR LEAKAGE CEnC 150.0 (a)1."

KEYNOTES

VENTILATION SUMMARIES
1) LOCAL EXHAUST VENTILATION

BATHROOM
BATHROOM FAN FLOW (cfm) .............................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 3 SONES.

MAX. ALLOWABLE DUCT LENGTH (ft) ...............

KITCHEN
KITCHEN FAN FLOW (cfm) ..................................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

MAX. ALLOWABLE DUCT LENGTH (ft) ................
2) WHOLE BUILDING VENTILATION
THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 1 SONE.

THIS EXHAUST FAN IS REQUIRED TO OPERATE CONTINUOUSLY TO ENSURE CONTINUOUSLY TO ENSURE INDOOR AIR QUALITY.

PER ASHRAE STANDARD 62.2, CEC EQUATION 150.0-B
THIS EXHAUST FAN IS REQUIRED TO BE RATED FOR SOUND AT A MAX. OF 3 SONES.

BUILDING FAN FLOW (cfm) .............................

DUCT TYPE ...........................................................

DUCT SIZE (in) ......................................................

MAX. ALLOWABLE DUCT LENGTH (ft) ...............

OPTION A OPTION B

OPTION A OPTION B

OPTION A OPTION B
50 CFM
4"
70'
160 CFM
7"
35'
50 CFM
4"
70'

FLEX DUCT

FLEX DUCT

FLEX DUCT
50 CFM
4"
105'
50 CFM

SMOOTH DUCT

SMOOTH DUCT
9"
85'
50 CFM

SMOOTH DUCT
4"
105'
REFER TO T-24 FOR IAQ VENTILATION
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:06:59 PM

MECHANICAL & ELECTRICAL
PLANS

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-111
08/19/26

PUBLIC SET

ELECTRICAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. CONFORM WITH CURRENT CEC, NFPA, MFR'S, AND LOCAL REQUIREMENTS.

ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC ARTICLE 250-81.

ALL MATERIALS TO BE U.L. LABELED.

METER: "SQUARE D", 120 VOLT/ 240 VOLT, 1 AND 3 WIRE GROUND OR EQUAL.

ELECTRICAL SUB PANEL: FLUSH MOUNT, 30" CLEARANCE. SEE TITLE SHEET FOR PANEL OPTIONS.

CONDUCTORS: TW, THW, COPPER, MINIMUM 14 AT LIGHTING, 12 AT OTHER CIRCUITS.

ALL LUMINARIES SHALL COMPLY WITH 2025 CEC SECTION 150.0 (K) AND TABLE 150.0-A AS REFERENCED IN ENERGY NOTES, LUMINAIRE
REQUIREMENTS SHEET G-101.

ALL ELECTRICAL OUTLETS INSTALLED IN BATHROOMS, GARAGES,

BASEMENTS, CRAWL SPACES, OUTDOORS, KITCHEN COUNTERS, AND AT

WET BAR SINKS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION IN COMPLIANCE WITH NEC Art. 210-8, CONSISTING OF 125 VOLT,
SINGLE-PHASE, 15- AND 20- AMPERE RECEPTACLES.

ALL BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS DEDICATED CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. (2025 CEC 210.11(C))
THERMOSTAT SHALL BE A PROGRAMMABLE TYPE, HONEYWELL TH8320 OR EQUAL.

CEILING-SUSPENDED (PADDLE) FANS SHALL BE SUPPORTED

INDEPENDENTLY OF AN OUTLET BOX OR BY LISTED OUTLET BOX OR OUTLET

BOX SYSTEMS IDENTIFIED FOR THE USE AND INSTALLED IN ACCORDANCE WITH 2025 CEC 314.27(C) (2025 CEC 422.18).

ALL LUMINARIES, LAMPHOLDERS, AND RETROFIT KITS SHALL BE LISTED (2025 CEC 410.6).

ALL 120-VOLT, SINGLE PHASE 15- AND 20- AMPERE BRANCH CIRCUITS

SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY

ROOMS, LIVING ROOMS, DINING ROOMS, PARLORS, LIBRARIES, DENS,

BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR

SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT

CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. (2025 CEC 210-12(A)).

ALL NON-LOCKING TYPE 125-VOLT, 15 AND 20 AMPERE RECEPTACLES IN A DWELLING UNIT SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.

EXCEPTIONS: (1) RECEPTACLES MORE THAN 5’6” ABOVE THE FLOOR, (2) RECEPTACLES PART OF A LUMINAIRE OR APPLIANCE, (3) A SINGLE

RECEPTACLE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES THAT ARE

NOT EASILY MOVED AND LOCATED WITHIN DEDICATED SPACE AND ARE CHORD-AND-PLUG CONNECTED AS PER CEC 400.10, AND (4) NON-

GROUNDING RECEPTACLES USED FOR REPLACEMENTS AS PERMITTED IN 2025 CEC 406.4(D)(2)(A).

HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID LIGHTING CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE

RESIDENTIAL ENERGY CODE AND NOT CONTAIN A MEDIUM SCREW BASE SOCKET.

BALLAST FOR LAMPS 13 WATTS OR GREATER SHALL BE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAT 20 kHz.

SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ALL SMOKE DETECTORS SHALL MAINTAIN A MINIMUM 3 FOOT CLEARANCE TO HVAC SUPPLY OR RETURN AIR REGISTERS.

CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED.

EXHAUST FANS WILL BE CONTROLLED BY A HUMIDISTAT PER THE GREEN BUILDING STANDARDS CODE SECTION 4.506. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTS (2025 CEnC 150.0(k)2G).

IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY OTHER PARTS OF THE CODE, TWO OR MORE 20-AMPERE SMALL-APPLIANCE

BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS IN

THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA PER 2025 CEC, ARTICLE 210.11 (C)(1). THE CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2025 CEC, ARTICLE 210.52(B).

IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY OTHER PARTS OF THE CODE, AT LEAST ONE ADDITIONAL 20-AMPERE BRANCH

CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET(S) REQUIRED BY 2025 CEC, ARTICLE 210.52 (F). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS PER 2025 CEC, ARTICLE 201.11(C)(2).

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

REFER TO ELECTRICAL NOTES ON SHEET G-101.

REFER TO MECHANICAL NOTES ON SHEET G-101.

REFER TO PLUMBING NOTES ON SHEET G-101.

REFER TO TITLE 24 COMPLIANCE NOTES ON SHEET G-102.

EXTERNALLY MOUNTED HEATING/COOLING UNITS SHALL BE SCREENED IF THEY ARE VISIBLE FROM A PUBLIC STREET.

ENVIRONMENTAL AIR DUCT EXHAUST SHALL TERMINATE NOT LESS THAN 3 FT FROM WALL OPENINGS. CMC 502.2.1.

APPLIANCES NOT LISTED FOR OUTDOOR INSTALLATION BUT INSTALLED

OUTDOORS SHALL BE PROVIDED WITH PROTECTION TO THE DEGREE THAT THE ENVIRONMENT REQUIRES. APPLIANCES LISTED FOR OUTDOOR

INSTALLATION SHALL BE PERMITTED TO BE INSTALLED WITHOUT

PROTECTION IN ACCORDANCE WITH THE PROVISIONS OF ITS LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER CPC 507.24 PROTECTION OF OUTDOOR APPLIANCES.

APPLIANCES INSTALLED IN GARAGES, WAREHOUSES, OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE SHALL BE AT LEAST 18" ABOVE THE

FLOOR AND GUARDED AGAINST SUCH DAMAGE BY BEING INSTALLED BEHIND

PROTECTIVE BARRIERS OR BY BEING ELEVATED OR LOCATED OUT OF THE NORMAL PATH OF VEHICLES PER CMC 305.1.1 PHYSICAL DAMAGE.

INSTALLED AIR CONDITIONER AND HEAT PUMP SYSTEMS SHALL HAVE A CLEARANCE OF AT LEAST FIVE (5) FEET FROM THE OUTLET OF ANY DRYER VENT. CEnC2025 150.0 (H) 3.

INSTALLED AIR CONDITIONER AND HEAT PUMP SYSTEMS SHALL BE EQUIPPED

WITH LIQUID LINE DRIERS IF REQUIRED, AS SPECIFIC BY MANUFACTURER'S INSTRUCTIONS. CEnC2025 150.0 (H) 3.

11. ASSEMBLIES AT EXTERIOR WINDOW AND DOOR HEADERS IN 2X6 EXTERIOR WALLS SHALL BE R-5 MINIMUM PER 2025 SINGLE-FAMILY RESIDENTIAL

MANDATORY REQUIREMENTS

GENERAL MEP NOTES

PLUMBING NOTES
•
•

1. WATER HEATER
REFER TO T-24 ENERGY REPORT FOR REQUIRED PRODUCT. SEE SHEET A-930 FOR PRODUCT REFERENCE SHEETS.

WATER HEATER SHALL FOLLOW FIRST HOUR RATINGS REQUIRED IN TABLE PER 2025 CPC TABLE 501.1(2).

A. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED. (2025 CPC 609.12.1)
PIPES UP TO 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN DIAMETER OF PIPE. (2025 CPC 609.12.2)
PIPES GREATER THAN 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN 2 INCHES. (2025 CPC 609.12.2)
EXCEPTIONS:

1. PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE

REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. (2025 CPC 609.12.2)

2. HOT WATER PIPING BETWEEN THE FIXTURE CONTROL VALVE OR

SUPPLY STOP AND THE FIXTURE OR APPLIANCE SHALL NOT BE
REQUIRED TO BE INSULATED. (2025 CPC 609.12.2)
B. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULL

SIZE DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6" MINIMUM @ 2' MAX. ABOVE GRADE POINTING DOWNWARD TO THE TERMINATION - UNTHREADED.

C. COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.

D. CLEARANCES PER MANUFACTURE REQUIREMENTS.

NOTE: KITCHEN RANGE HOOD (CEC 2025) PER TABLE 150.0-G ARIFLOW RATES (CFM) AND ASTM E3087 <750 SF = 65% CE OR 160 CFM, 750 SF-1000 SF = 55% CE OR 130 CFM EFFECTIVE ANNUAL AVERAGE INFILTRATION RATE PER SECTION 150.0(O)(C)(ii) a. 1. (Equation 150.0-C) Q50 = Vdu (x) 2 ACH50 / 60minutes a. 2. (Equation 150.0-D) Q50 = Vdu (x) Verified ACH50 / 60minutes b. (Equation 150.0-E) Qtot = 0.052 (x) Q50 x wsf x [H/Hr]^z [ASHRAE 62.2:4.1.2.1] REQUIRED MECHANICAL VENTILATION RATE PER 150.0(O)(C)(iii) [ASHRAE 62.2:4.1.2] (Equation 150.0-F) Qfan = Qtot (-) ϕ (Qinf (x) Aext)

FOR USE IN CITY OF ANTIOCH ONLY
B34
A
A
1 1
2 2
B
B
5" / 1'-0" 5" / 1'-0"
306 SF
264 SF
30 SF30 SF
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
RIDGE
VALLEY
VALLEY
RIDGE
32 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 31 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ M01 M02
K09
L01
H10
H09
A
2 5" / 1'-0"
5" / 1'-0" 5" / 1'-0"
RIDGE
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
VALLEY
VALLEY

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS
NOTE: VISIT GYPSUM.ORG FOR MORE INFORMATION.

1. 2.

3. NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CBC.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CBC 701A

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CBC 701A. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE

SELECTED PRODUCT LISTINGS ON THE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
ROOFING; SEE PRE-APPROVED ADU PROGRAM - OPTION SELECTION HANDOUT (PAADU) FOR SELECTION & MORE INFORMATION. REFER TO TITLE SHEET TO VERIFY WUI REQUIREMENTS ARE APPLICABLE.

A) TONGUE & GROOVE (SOLID SAWN LUMBER)

B) FIBER CEMENT
C) EXT. GRADE FIRE RETARDANT TREATED SHEATHING
(LABEL SELECTION ON REFLECTED CEILING PLAN)
EXTERIOR SOFFITS, RAKES, & EAVES. SEE PRE-APPROVED ADU

PROGRAM - OPTION SELECTION HANDOUT (PAADU)
ASPHALT SHINGLE ROOF; ROOF REFLECTANCE (0.1) MIN. ROOF
EMITTANCE (0.85) MIN. SEE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR COMPOSITE SHINGLE ROOFING:

A) O'HAGIN TAPERED LOW PROFILE COMPOSITION SHINGLE.

72.0 SQ.IN OF AIR MOVEMENT PER VENT = 72. SQ.IN. / 144 = 0.5 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) B) O'HAGIN FIRE & ICE TAPERED LOW PROFILE COMPOSITION SHINGLE.

64.8 SQ.IN OF AIR MOVEMENT PER VENT = 65.8 SQ.IN. / 144 = 0.45 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF)

C) ALTERNATIVE PRODUCT, MUST BE EQUAL TO PRODUCT ABOVE, AND PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWINGA
A
1 1
2 2
B
B

HALLWAY
CL.

BED 2
BATH

KITCHEN/DINING

LAUNDRY
LIVING
CL.

BED 1
CL
WH
8' - 0"
OPT. COVERED

PORCH - CAL RANCH
8' - 0"
F02
A
2 KITCHEN/DININGLAUNDRY LIVINGWH
8' - 0"

VENT TYPE COUNT VENT LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
LOWER

O'HAGIN SHINGLE ROOF VENT
(LOWER)
3 2' - 8" 0.50 SF 1.50 SF
UPPER

O'HAGIN SHINGLE ROOF VENT
(UPPER)
3 2' - 8" 0.50 SF 1.50 SF

3.00 SF

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 645 SF 2.15 SF 1.07 SF 1.07 SF
SCALE: 1/4" = 1'-0"A3-121
ROOF PLAN - CALIFORNIA RANCH1
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

SCALE: 1/4" = 1'-0"A3-121

ROOF PLAN - NO COVERED
PORCH OPTION2
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:07:01 PM

ROOF PLAN & REFLECTED

CEILING PLAN - CALIFORNIA
RANCH

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-121
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES
F02 22" X 30" MINIMUM ATTIC ACCESS. PROVIDED SWITCH AND OUTLET AT ATTIC. THERE IS NO HVAC EQUIPMENT (SUCH AS FURNACE, HEAT PUMP, OR FAU) IN THE ATTIC. PERMANENTLY ATTACH R-38 OR

GREATER INSULATION TO ATTIC ACCESS DOOR USING ADHESIVE OR MECHANICAL FASTENERS CEnC 150.0 (a)1. PROVIDE GASKETED ATTIC ACCESS TO PREVENT AIR LEAKAGE CEnC 150.0 (a)1."
H09 ATTIC VENT (HIGH); UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. PAINT FINISH TO MATCH ROOF
COLOR, SEE VENTING CALCS.

H10 ATTIC VENT (LOW); LOWER VENTILATORS SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE PER R806.2 EXCEPTION 2.

PROVIDE DAMPER TO PROVIDE 1" CLR. AIRSPACE WHERE REQ. PAINT FINISH TO MATCH ROOF COLOR, SEE VENTING CALCS.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT

ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC
R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

KEYNOTES
SCALE: 1/4" = 1'-0"A3-121
REFLECTED CEILING PLAN - CALIFORNIA RANCH3
SCALE: 1/4" = 1'-0"A3-121

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION4

FOR USE IN CITY OF ANTIOCH ONLY
B35
A
A
1 1
2 2
B
B
3" / 1'-0"
3" / 1'-0"
376 SF 337 SF
TYP.
1' - 0" RAKE
TYP.
1' - 6" EAVE
RIDGE
32 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 31 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 14 A-911
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ K09 L01
H10
M01
M02
A
2 3" / 1'-0" 3" / 1'-0"
RIDGE
TYP.
1' - 6" EAVE
TYP.
1' - 0" RAKE

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS
NOTE: VISIT GYPSUM.ORG FOR MORE INFORMATION.

1. 2.

3. NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CBC.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CBC 701A

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CBC 701A. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE

SELECTED PRODUCT LISTINGS ON THE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
ROOFING; SEE PRE-APPROVED ADU PROGRAM - OPTION SELECTION HANDOUT (PAADU) FOR SELECTION & MORE INFORMATION. REFER TO TITLE SHEET TO VERIFY WUI REQUIREMENTS ARE APPLICABLE.

A) TONGUE & GROOVE (SOLID SAWN LUMBER)

B) FIBER CEMENT
C) EXT. GRADE FIRE RETARDANT TREATED SHEATHING
(LABEL SELECTION ON REFLECTED CEILING PLAN)
EXTERIOR SOFFITS, RAKES, & EAVES. SEE PRE-APPROVED ADU

PROGRAM - OPTION SELECTION HANDOUT (PAADU)
ASPHALT SHINGLE ROOF; ROOF REFLECTANCE (0.1) MIN. ROOF
EMITTANCE (0.85) MIN. SEE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR COMPOSITE SHINGLE ROOFING:

A) O'HAGIN TAPERED LOW PROFILE COMPOSITION SHINGLE.

72.0 SQ.IN OF AIR MOVEMENT PER VENT = 72. SQ.IN. / 144 = 0.5 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.5 SF) B) O'HAGIN FIRE & ICE TAPERED LOW PROFILE COMPOSITION SHINGLE.

64.8 SQ.IN OF AIR MOVEMENT PER VENT = 65.8 SQ.IN. / 144 = 0.45 SF (SEE 22/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.5) / (0.45 SF)

C) ALTERNATIVE PRODUCT, MUST BE EQUAL TO PRODUCT ABOVE, AND PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWINGA
A
1 1
2 2
B
B

HALLWAY
CL.

BED 2
BATH

KITCHEN/DINING

LAUNDRY
LIVING
CL.

BED 1
CL
WH
8' - 0"
3" / 1'-0"
OPT. COVERED

PORCH - MCM
3" / 1'-0"
A
2 KITCHEN/DININGLAUNDRY LIVINGWH
8' - 0"

VENT TYPE COUNT VENT LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
LOWER

O'HAGIN SHINGLE ROOF VENT
(LOWER)
3 2' - 8" 0.50 SF 1.50 SF
UPPER

O'HAGIN SHINGLE ROOF VENT
(UPPER)
3 2' - 8" 0.50 SF 1.50 SF

3.00 SF

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 645 SF 2.15 SF 1.07 SF 1.07 SF
SCALE: 1/4" = 1'-0"A3-122
ROOF PLAN - MID-CENTURY MODERN1
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

SCALE: 1/4" = 1'-0"A3-122

ROOF PLAN - NO COVERED
PORCH OPTION2
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:07:02 PM

ROOF PLAN & REFLECTED

CEILING PLAN - MID-CENTURY
MODERN

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-122
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES
H10 ATTIC VENT (LOW); LOWER VENTILATORS SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE PER R806.2 EXCEPTION 2.

PROVIDE DAMPER TO PROVIDE 1" CLR. AIRSPACE WHERE REQ. PAINT FINISH TO MATCH ROOF COLOR, SEE VENTING CALCS.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT

ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC
R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

KEYNOTES
SCALE: 1/4" = 1'-0"A3-122
REFLECTED CEILING PLAN - MID-CENTURY MODERN3
SCALE: 1/4" = 1'-0"A3-122

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION4

FOR USE IN CITY OF ANTIOCH ONLY
B36
A
2 4" / 1'-0"
4" / 1'-0"4" / 1'-0"
RIDGE
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
VALLEY
VALLEY
A
A
1 1
2 2
B
B
4" / 1'-0"4" / 1'-0"
4" / 1'-0" 4" / 1'-0"
306 SF
264 SF
30 SF30 SF
TYP.
1' - 0" EAVE
TYP.
1' - 0" RAKE
RIDGE
RIDGE
VALLEY
VALLEY
RIDGE
RIDGE
HIP
HIP
22 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 21 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 23 A-912
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ M01 M02
K10
L01
H12
H13

CEILING HEIGHT (SEE PLAN FOR ACTUAL HEIGHTS)
XX'-X"

ROOF PLAN & RCP LEGEND
X" / 12" ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE)

ROOF VENT, SEE ROOF VENTING CALCULATIONS

OUTLINE OF WALL BELOW
GUTTER, CONNECT TO DOWNSPOUT; SEE DETAIL:

APPROXIMATE LOCATION OF DOWNSPOUT/LEADER TO ROOF
OR SPLASHBLOCK BELOW; SEE DETAILS:

AVAILABLE SOLAR ZONE LOCATIONS; PV SYSTEM UNDER
SEPERATE PERMIT. SEE TITLE SHEET AND TITLE 24 REPORT
FOR MORE INFORMATION. SEE "SETBACK AT RIDGE TABLE"
XX SF
AREA OF ATTIC WITH 30" HEIGHT OR GREATER. 22" X 30" CLEAR OPENING ACCESS REQUIRED IF TOTAL AREA GREATER THAN 30
SQ. FT. PER CRC R807.1
22"X30" MIN. ATTIC ACCESS PANEL (WHERE REQ.)
DOWNSPOUT. SEE DETAIL:DS /23 A-901

MATERIALS LEGEND
INTERIOR CEILING FINISH, TYP. 5/8" GYP.

INSTALL PER MFR RECOMMENDATIONS
NOTE: VISIT GYPSUM.ORG FOR MORE INFORMATION.

1. 2.

3. NOTES:

SOFFIT MATERIALS TO MEET REQ. OF CBC.

INSTALL ALL MATERIALS, FASTENERS, & COMPONENTS PER MANUFACTURER'S

SPECIFICATIONS & RECOMMENDATIONS

INSTALL ADDITIONAL BLOCKING AS NEEDED TO MEET ATTACHMENT REQUIREMENTS PER CBC 701A

A PROJECT SITE WITHIN THE WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH THE CBC 701A. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE

SELECTED PRODUCT LISTINGS ON THE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
ROOFING; SEE PRE-APPROVED ADU PROGRAM - OPTION SELECTION HANDOUT (PAADU) FOR SELECTION & MORE INFORMATION. REFER TO TITLE SHEET TO VERIFY WUI REQUIREMENTS ARE APPLICABLE.

A) TONGUE & GROOVE (SOLID SAWN LUMBER)

B) FIBER CEMENT
C) EXT. GRADE FIRE RETARDANT TREATED SHEATHING
(LABEL SELECTION ON REFLECTED CEILING PLAN)
EXTERIOR SOFFITS, RAKES, & EAVES. SEE PRE-APPROVED ADU

PROGRAM - OPTION SELECTION HANDOUT (PAADU)
ASPHALT SHINGLE ROOF; ROOF REFLECTANCE (0.1) MIN. ROOF
EMITTANCE (0.85) MIN. SEE PRE-APPROVED ADU PROGRAM - OPTION

SELECTION HANDOUT (PAADU)
X: SETBACK AT RIDGE TABLE

PV ARRAYS PERCENT OF THE PLAN

VIEW TOTAL ROOF AREA
(X)

HORIZONTAL RIDGE SETBACK
≤33%
>33%
>66% + 12D SPRINKLER
≤66% + 13D SPRINKLER
18" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
36" BOTH SIDES OF RIDGE
18" BOTH SIDES OF RIDGE

ROOF VENTING CALCULATIONS

1. 2.

3. WUI REQUIRED? (SEE G-001)

A) NO, YOU MAY USE OPTION A OR C

B) YES, MUST USE FIRE & ICE OPTION B OR OTHER WUI COMPLIANT VENTS UPPER & LOWER VENTS FOR S-TILE ROOFING:

A) O'HAGIN HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

97.5 SQ.IN OF AIR MOVEMENT PER VENT = 97.5 SQ.IN. / 144 = .68 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.68) / (0.5 SF) B) O'HAGIN FIRE & ICE HIGH PROFILE "S" CONCRETE TILE ROOF VENT.

88.7 SQ.IN OF AIR MOVEMENT PER VENT = 88.7 SQ.IN. / 144 = .61 SF (SEE 34/A-921 FOR PRODUCT REFERENCE)
"UPPER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF) "LOWER VENTS PROVIDED" = (TOTAL ATTIC AREA/300) * (0.61) / (0.5 SF)

C) ALTERNATIVE PRODUCT, MUST PROVIDE GREATER THAN OR EQUAL AIR MOVEMENT.

ROOF VENTING SHALL COMPLY WITH CRC R806 & CBC 701A.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS

ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE

CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL

OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2. *OWNER/APPLICANT REQ. TO SELECT ONE THE FOLLOWINGA
A
1 1
2 2
B
B

HALLWAY
CL.

BED 2
BATH

KITCHEN/DINING

LAUNDRY
LIVING
CL.

BED 1
CL
WH
8' - 0"
8' - 0"
OPT. COVERED

PORCH - SPANISH

COLONIAL
A
2 KITCHEN/DININGLAUNDRY LIVINGWH
8' - 0"

ATTIC AREA

REQUIRED ATTIC

VENTING (NFA)

UPPER VENTING

REQUIRED (NFA)

LOWER VENTING

REQUIRED (NFA)
ATTIC 1 645 SF 2.15 SF 1.07 SF 1.07 SF
SCALE: 1/4" = 1'-0"A3-123

ROOF PLAN - NO COVERED
PORCH OPTION3
SCALE: 1/4" = 1'-0"A3-123
PLAN 3 - ROOF PLAN - SC1

VENT TYPE COUNT VENT LENGTH

NET FREE

AREA PER
VENT

PROVIDED

NET FREE
AREA
LOWER

O'HAGIN SHINGLE ROOF VENT
(LOWER)
3 2' - 8" 0.50 SF 1.50 SF
UPPER

O'HAGIN SHINGLE ROOF VENT
(UPPER)
3 2' - 8" 0.50 SF 1.50 SF

3.00 SF
VENTING NEEDED (BASED ON OPTION A):

VENTING PROVIDED (BASED ON OPTION A):

DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:07:03 PM

ROOF PLAN & REFLECTED

CEILING PLAN - SPANISH

COLONIAL

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-123
08/19/26

PUBLIC SET

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS

REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION
INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.

PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION AND ROOF SHEATHING.

WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF

COVERING AND DECKING, THE SPACES SHALL BE CONSTRUCTED TO

PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND

MINERAL-SURFACED NONPERFORATED CAP SHEET OVER THE
COMBUSTIBLE DECKING.

ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

OVERHANG DIMENSIONS ARE FROM FACE OF SHEATHING TO ROOF EDGE.

ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH (CRC R905), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF COVERINGS

SHALL BE INSTALLED TO RESIST THE COMPONENT AND CLADDING LOADS SPECIFIED IN R301.2.1(1), AND ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE R301.2.1(2).

ROOF UNDERLAYMENTS SHALL BE IN ACCORDANCE WITH SECTION R905.1.1, TABLE R905.1.1(2), AND TABLE R905.1.1(1).

ROOF VENTS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.

FURNISHED DIMENSIONS FOR VENTS ARE GUIDES ONLY. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND ADJUST TO ACCOMMODATE TRUSS LOCATIONS, PLUMBING VENTS, AND SOLAR COLLECTORS.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE

CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS

SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY

VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)

SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH

SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED

VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND

SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES (CRC R806).

THE MINIMUM NET FREE VENTILATING AREA SHALL COMPLY WITH CRC R806.2.

IN THE INSTANCE OF UPPER VENTS, VENTS SHALL BE LOCATED NO MORE THAN 3 FT BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. CRC R806.2.

ROOF PLAN GENERAL NOTES

1. 2.

3. 4.

5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB OR SUBFLOOR TO FINISH FACE OF GWB, U.N.O.

REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.

REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE AND EXHAUST LOCATIONS.

DIMENSIONS ARE TO THE FACE OF SHEATHING UNLESS OTHERWISE NOTED.

SOFFITS ARE TO BE HELD TIGHT TO UNDERSIDE OF MECHANICAL EQUIPMENT.

RCP GENERAL NOTES
H12 ATTIC VENT (HIGH). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

H13 ATTIC VENT (LOW). ATTIC VENTING OPTION B. STRIKE THROUGH IF NOT USED. SEE VENTING CALCS.

K10 S-TYPE CONCRETE ROOF TILE, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

M01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENT

ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRC
R337.5.4. SEE DETAIL 12/A-903.

M02 DOWNSPOUT TO SPLASH BLOCK BELOW. SEE DETAIL 23/A-901.

KEYNOTES
SCALE: 1/4" = 1'-0"A3-123
REFLECTED CEILING PLAN - MEDITERRANEAN2
SCALE: 1/4" = 1'-0"A3-123

REFLECTED CEILING PLAN -
NO COVERED PORCH OPTION4

FOR USE IN CITY OF ANTIOCH ONLY
B37
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
L01 K09L07 K01
P01 T12
K08
K04
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
52 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
11 L16
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
1 2
4' - 0"
L06
L03 L09K04
44 A-905
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
21 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
AB
B16
B17B17
B16
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 4' - 0"
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
51 41
A-905
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 12 A-906
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 48"
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 HALLWAY BATHLIVING
OPT. COVERED

PORCH - CAL RANCH
2' - 6"

ATTIC ACCESS REQ'D
PER CRC R807
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
44 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
31 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B

KITCHEN/DINING LIVING
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-911
32 GRAPHICS LEGEND
THIN STONE VENEER (PER CRC R703.12)
ADHERED MASONRY VENEER; SEE SHEET A-923 FOR REFERENCE EXAMPLE

PRODUCT COLOR AND FINISH
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQ.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE AND GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

FILLED OUT BY OWNER/APPLICANT

MATERIALS LEGEND MID-CENTURY
MODERN

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWUIC SECTION 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT LISTINGS: MANUFACTURER, PRODUCT LISTING, SIZE
IF ADU IS IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

FILLED OUT BY OWNER/APPLICANT

PANEL SIDING
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
SCALE: 1/4" = 1'-0"A3-101 A3-201
FRONT ELEVATION - CALIFORNIA RANCH1
SCALE: 1/4" = 1'-0"A3-101 A3-201
LEFT ELEVATION - CALIFORNIA RANCH2
SCALE: 1/4" = 1'-0"A3-101 A3-201
REAR ELEVATION - CALIFORNIA RANCH3
SCALE: 1/4" = 1'-0"A3-101 A3-201
RIGHT ELEVATION - CALIFORNIA RANCH4
SCALE: 1/4" = 1'-0"A3-101 A3-201
SECTION 2 - CALIFORNIA RANCH6
SCALE: 1/4" = 1'-0"A3-101 A3-201
SECTION 1 - CALIFORNIA RANCH5
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:07:09 PM

ELEVATIONS & SECTIONS - CAL
RANCH

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-201
08/19/26

PUBLIC SET

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6" LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

K01 HORIZONTAL SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K04 VERTICAL BOARD & BATTEN SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K08 BRICK VENEER WAINSCOT, SEE SHEET A-913 FOR DETAILS AND SEE MATERIALS LEGEND FOR MORE INFORMATION.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L03 HORIZONTAL TRIM, SEE DETAILS FOR MORE INFORMATION.

L06 EXTERIOR LIGHT BY OWNER.

L07 DECORATIVE GABLE TRIM.

L09 FAUX DECORATIVE VENT, SEE DETAIL 31/A-901.

L16 BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET, MINIMUM OF 4" HIGH WITH A MIN. STROKE OF 1/2" (R319.1 CRC)
P01 DECORATIVE PORCH RAILING, HEIGHT OF 24" MIN. TO 48" MAX. REQUIRED FOR WOOD: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT. REQUIRED: 30 INCHES MAX VERTICAL DROP IS PROHIBITED WITHIN 36 INCHES (HORIZONTALLY) OF THE PORCH, SEE DETAIL FOR MORE INFORMATION.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B38
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
L01 K01
T12
51 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 54 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
11 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
1 2
K01
44 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
43 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
AB
B16
B17B17
B16
41 A-907
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-907
21 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 HALLWAY BATHLIVING
OPT. COVERED

PORCH - MCM
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A3-204
6 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B

KITCHEN/DINING LIVING
2' - 6"

ATTIC ACCESS REQ'D
PER CRC R807

GRAPHICS LEGEND
THIN STONE VENEER (PER CRC R703.12)
ADHERED MASONRY VENEER; SEE SHEET A-923 FOR REFERENCE EXAMPLE

PRODUCT COLOR AND FINISH
ASPHALT COMPOSITE ROOF SHINGLES - CLASS C MIN. REQ.

ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.2.4, CRC R905.1, TABLE R905.1.1(1), TABLE R905.1.1(2) & ASTM D3462) EAVES, RAKES, & EXT. SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS) A) EXT. TONGUE AND GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

FILLED OUT BY OWNER/APPLICANT

MATERIALS LEGEND MID-CENTURY
MODERN

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWUIC SECTION 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT LISTINGS: MANUFACTURER, PRODUCT LISTING, SIZE
IF ADU IS IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

FILLED OUT BY OWNER/APPLICANT

PANEL SIDING
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
HORIZONTAL SIDING (4" MIN. TO 12" MAX. BOARD EXPOSURE)
OPTION A: FIBER CEMENT (PER CRC R703.10)
OPTION B: WOOD SIDING (PER CRC 703.5.3)
SCALE: 1/4" = 1'-0"A3-101 A3-202
FRONT ELEVATION - MID-CENTURY MODERN1
SCALE: 1/4" = 1'-0"A3-101 A3-202
LEFT ELEVATION - MID-CENTURY MODERN2
SCALE: 1/4" = 1'-0"A3-101 A3-202
REAR ELEVATION - MID-CENTURY MODERN3
SCALE: 1/4" = 1'-0"A3-101 A3-202
RIGHT ELEVATION - MID-CENTURY MODERN4
SCALE: 1/4" = 1'-0"A3-101 A3-202
SECTION 2 - MID-CENTURY MODERN6
SCALE: 1/4" = 1'-0"A3-101 A3-202
SECTION 1 - MID-CENTURY MODERN5
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:07:14 PM

ELEVATIONS & SECTIONS -

MID-CENTURY MODERN

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-202
08/19/26

PUBLIC SET

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6"
LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE.

PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE
GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

K01 HORIZONTAL SIDING, SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B39
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
L09
K02
L16
L26
X24
32 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
1152
A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
1 2
31 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 34 A-908
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-908
43 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
AB
B16
B17B17
B16
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-901
23 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
12 HALLWAY BATHLIVING
OPT. COVERED

PORCH - SPANISH

COLONIAL
2' - 6"

ATTIC ACCESS REQ'D
PER CRC R807
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B

KITCHEN/DINING LIVING

CEMENT PLASTER STUCCO SIDING
(PER CRC R703.7)
S-TILE CLAY ROOF - CLASS C MIN. REQ.

MAXIMUM WEIGHT 10 PSF
ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.1, CRC R905.3)
GRAPHICS LEGEND:

IF IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS)
A) EXT. TONGUE & GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

MATERIALS LEGEND SPANISH COLONIAL

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWIUC 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT COLOR & FINISH:PRODUCT LISTINGS: MANUFACTURER, SIZE, TYPE (IF APPLICABLE)

FILLED OUT BY OWNER/APPLICANT FILLED OUT BY OWNER/APPLICANT

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

DECORATIVE DOOR TRIM

OWNER SELECTED TILE
SCALE: 1/4" = 1'-0"A3-101 A3-203
FRONT ELEVATION - SPANISH COLONIAL1
SCALE: 1/4" = 1'-0"A3-101 A3-203
LEFT ELEVATION - SPANISH COLONIAL2
SCALE: 1/4" = 1'-0"A3-101 A3-203
REAR ELEVATION - SPANISH COLONIAL3
SCALE: 1/4" = 1'-0"A3-101 A3-203
RIGHT ELEVATION - SPANISH COLONIAL4
SCALE: 1/4" = 1'-0"A3-101 A3-203
SECTION 2 - SPANISH COLONIAL6
SCALE: 1/4" = 1'-0"A3-101 A3-203
SECTION 1 - SPANISH COLONIAL5
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:07:16 PM

ELEVATIONS & SECTIONS -

SPANISH COLONIAL

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-203
08/19/26

PUBLIC SET

KEYNOTES
B16 ELECTRIC PANEL LOCATION. PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO.

B17 MULTI-ZONE HEAT PUMP CONDENSER UNIT. REFER TO PLANS FOR LOCATION OF INDOOR FAN COIL UNITS. REFER TO TITLE 24 FOR ADDITIONAL INFORMATION. PROVIDE CONCRETE PAD MIN. 6"
LARGER THAN UNIT IN EACH DIRECTION, 3" MIN. ABOVE GRADE.

PROVIDE PROTECTION PER CPC 507.25 & CMC 305.1.1, SEE
GENERAL MEP NOTES 7 & 8 ON SHEET A-111 FOR MORE INFO. SEE DETAIL 53/A-902.

K02 STUCCO SIDING, SEE MATERIALS LEGEND FOR MORE
INFORMATION.

L09 FAUX DECORATIVE VENT, SEE DETAIL 31/A-901.

L16 BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION

THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET, MINIMUM OF 4" HIGH WITH A MIN. STROKE OF 1/2" (R319.1 CRC)
L26
X24 OPTIONAL PERGOLA. SEE STRUCTURAL

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES

FOR USE IN CITY OF ANTIOCH ONLY
B40
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 LIVING
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
K08
K04
K09
T12
L01 K01
________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
11 ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ A-905
52 K06
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
K13 K10
K02
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 LIVING

CEMENT PLASTER STUCCO SIDING
(PER CRC R703.7)
S-TILE CLAY ROOF - CLASS C MIN. REQ.

MAXIMUM WEIGHT 10 PSF
ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. (SHALL COMPLY WITH CRC R905.1, CRC R905.3)
GRAPHICS LEGEND:

IF IN WUI ZONE, ALL MATERIALS MUST COMPLY WITH CWUIC 504

SOFFIT MATERIAL (SEE REFLECTED CEILING PLAN & DETAILS)
A) EXT. TONGUE & GROOVE
B) EXT. GRADE FIRE RATED PLYWOOD

MATERIALS LEGEND SPANISH COLONIAL

1. 2.

3. 4.

5. NOTES:

SELECT MATERIALS IN LEGEND TO THE RIGHT. APPLICANT OR OWNER TO PROVIDE SIZES, MANUFACTURER, AND COLOR/FINISH SPECIFICATIONS.

ALL MATERIAL SELECTIONS SHALL COMPLY WITH CRC SECTION R703 & R704.

A PROJECT SITE LOCATED WITHIN WUI OR HFSZ SHALL COMPLY WITH THE CWIUC 504. IF WUI APPROVED PRODUCTS ARE REQUIRED, PROVIDE SELECTED PRODUCT LISTINGS IN SPACE PROVIDED.

APPROVED PRODUCT LISTINGS CAN BE FOUND IN THE CAL-FIRE STATE FIRE MARSHAL LISTED WILDLAND URBAN INTERFACE WUI PRODUCT HANDBOOK. BE SURE YOU ARE LOOKING AT THE MOST CURRENT VERSION.

ALTERNATIVELY, IF THE PROJECT SITE REQUIRES WUI COMPLIANCE AND THE

PRODUCT SELECTIONS ARE NOT BML LISTED, NOR IN THE HANDBOOK,

MATERIALS SHALL COMPLY WITHE THE PRESCRIPTIVE STANDARDS OF CBC CHAPTER 7A. INDICATE IN THE MATERIALS LEGEND WHEN THIS OCCURS AND PROVIDE DOCUMENTATION OF COMPLIANCE FOR APPROVAL.

PRODUCT COLOR & FINISH:PRODUCT LISTINGS: MANUFACTURER, SIZE, TYPE (IF APPLICABLE)

FILLED OUT BY OWNER/APPLICANT FILLED OUT BY OWNER/APPLICANT

FASCIA, WINDOW, AND DOOR TRIM
A) FIBER CEMENT (PER CRC R703.10)
B) WOOD SIDING (PER CRC 703.5.3)
C) STUCCO (PER CRC R703.7)

DECORATIVE DOOR TRIM

OWNER SELECTED TILE
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 L06
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
A B
K01L01 K01K01
01-GROUND FLOOR
0' - 0"

MAX BUILDING HEIGHT
16' - 0"

GROUND FLOOR PLATE
8' - 1"
2 LIVING
SCALE: 1/4" = 1'-0"A3-101 A3-204
SECTION 2 - CAL RANCH
NO FRONT PORCH3
SCALE: 1/4" = 1'-0"A3-101 A3-204

FRONT ELEVATION - CAL RANCH
NO FRONT PORCH OPTION1
SCALE: 1/4" = 1'-0"A3-204

FRONT ELEVATION - SPANISH COLONIAL
NO FRONT PORCH OPTION7
SCALE: 1/4" = 1'-0"A3-101 A3-204
SECTION 3 - SPANISH C.

NO FRONT PORCH9
DATE
SHEET

THESE PLANS ARE PROVIDED BY THE CITY OF ANTIOCH AS

PART OF THE PRE-APPROVED ADU PROGRAM AND ARE
PUBLIC DOMAIN. THERE CANNOT BE A CHARGE TO
PROVIDE THESE PLANS. NO ALTERATIONS TO THESE PLANS
ARE ALLOWED. ALL ALTERATIONS MUST BE DONE UNDER A

SEPARATE PERMIT ONCE THE BUILDING PERMIT FOR THE

ADU HAS BEEN ISSUED AND FINAL INSPECTION
COMPLETED. IF YOU DO NOT HAVE THE CONSTRUCTION

KNOWLEDGE AND EXPERIENCE TO CONSTRUCT THESE

PLANS WITHOUT FURTHER DETAILS, IT IS RECOMMENDED
YOU HIRE A CONTRACTOR TO DO THE CONSTRUCTION.

THE CITY WILL NOT PROVIDE FURTHER INFORMATION OR

DETAILS AND BUILDING INSPECTORS WILL NOT PROVIDE
STEP BY STEP INSTRUCTIONS IN THE FIELD.

NO. REVISION DATE
Autodesk Docs://3981-01_Antioch ADU/3981-01_Antioch ADUs - Composite Model.rvt 8/19/2026 12:07:17 PM

ELEVATIONS & SECTIONS -

OPTIONAL NO FRONT PORCH

PRE-APPROVED ADU

CITY OF ANTIOCH
A3-204
08/19/26

PUBLIC SET

KEYNOTES
K01 HORIZONTAL SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K02 STUCCO SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K04 VERTICAL BOARD & BATTEN SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K06 SHINGLE/SHAKE SIDING, SEE MATERIALS LEGEND FOR MORE INFORMATION.

K08 BRICK VENEER WAINSCOT, SEE SHEET A-913 FOR DETAILS AND SEE MATERIALS LEGEND FOR MORE INFORMATION.

K09 COMPOSITE ROOF SHINGLES, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

K10 S-TYPE CONCRETE ROOF TILE, ROOF REFLECTANCE (0.1) MIN. ROOF EMITTANCE (0.85) MIN. SEE MATERIALS LEGEND FOR MORE INFORMATION.

K13 OPTIONAL TILE TRIMMED DECORATIVE DOOR
L01 FASCIA; SEE DETAILS FOR MORE INFORMATION.

L06 EXTERIOR LIGHT BY OWNER.

T12 WOOD POST, SEE STRUCTURAL - REQUIRED: PRIMER & 2 COATS OF EXTERIOR GRADE PAINT.

1. 2.

3. 4.

5. 6.

7. REFER TO GENERAL NOTES SHEET G-101 & G-102 FOR ADDITIONAL

REQUIREMENTS
SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.

REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.

THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL
COVERINGS SHALL BE IN ACCORDANCE WITH 2025 CRC TABLE R703.3(1).

GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH 2025 CRC TABLE R602.3 (1).

CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH 2025 CRC R703.15. REFER TO 2025 CRC R703.8 FOR

ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM
SHEATHING.

ELEVATION GENERAL NOTES

1. 2.

3. 4.

5. A.

1. 1.

2. 1.

2. 3.

4. 5.

6. 7.

8. 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. *KEYNOTES ONLY APPLY IF REFERENCED ON PLANS.

WALL ASSEMBLIES TO BE PER FLOOR PLAN.

DOORS AND WINDOWS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION.

INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION.

FIREBLOCKING TO BE LOCATED PER 2025 CRC SECTION R302.11:

SECTION R302.11 -

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:

VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

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 2025 CRC 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 2025 CRC SECTION R1003.19.

6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING-UNIT SEPARATION.

B. SECTION R302.11.1 - FIREBLOCKING MATERIALS SHALL CONSIST OF 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.

6. PER 2025 CRC SECTION R304.1 SLEEPERS AND SILLS ON A CONCRETE OR

MASONRY SLAB THAT IS IN DIRECT CONTACT WITH GROUND, UNLESS

SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE NATURALLY

DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1.

7. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.

8. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.

9. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2025 CRC 302.9 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.

SECTIONS GENERAL NOTES
SCALE: 1/4" = 1'-0"A3-101 A3-204

RIGHT ELEVATION - CAL RANCH
NO FRONT PORCH OPTION2
SCALE: 1/4" = 1'-0"A3-101 A3-204

RIGHT ELEVATION - MCM
NO FRONT PORCH OPTION5
SCALE: 1/4" = 1'-0"A3-101 A3-204
RIGHT ELEVATION - SPANISH C.

NO FRONT PORCH OPTION8
SCALE: 1/4" = 1'-0"A3-101 A3-204

FRONT ELEVATION - MID-CENTURY MODERN
NO FRONT PORCH OPTION4
SCALE: 1/4" = 1'-0"A3-101 A3-204
SECTION 2 - MCM
NO FRONT PORCH6

FOR USE IN CITY OF ANTIOCH ONLY
B41

5 Agenda Item #

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of September 8, 2026

TO: Honorable Mayor and Members of the City Council

SUBMITTED BY: Monserrat Cabral, Public Safety and Community Resources Director mc

APPROVED BY: Ana Cortez, Acting City Manager AEC

SUBJECT: Public Hearing and Introduction of an Ordinance Renaming the Public Safety and Community Resources Department to the Community Services Department, Aligning Related Municipal Code Provisions, and Adoption of a Resolution Approving Related Classification Title Changes

RECOMMENDED ACTION
It is recommended that the City Council:

1. Conduct a public hearing and introduce an ordinance amending Article 8 of Chapter 3 of Title 2 of the Antioch Municipal Code to rename the Public Safety and Community Resources Department as the Community Services Department, remove obsolete organizational references, make related technical and conforming amendments, waive the first reading, and read the ordinance by title only; and

2. Adopt a resolution approving the classification title changes from Public Safety and Community Resources Director to Community Services Director and Public Safety Manager to Community Engagement Manager, subject to completion of applicable labor-relations requirements, and authorizing related administrative updates.

FISCAL IMPACT
There is no significant direct fiscal impact associated with introduction of the ordinance.

Minor administrative costs related to updating department branding, webpages, templates, forms, identification materials, signage, and other operational documents w ill be absorbed within existing departmental appropriations and implemented through normal replacement cycles whenever feasible.

DISCUSSION
In 2022, the City Council adopted Ordinance No. 2216-C-S establishing the Public Safety and Community Resources Department and codifying its organizational structure in Article 8 of Chapter 3 of Title 2 of the Antioch Municipal Code. The department was created to centralize a growing portfolio of prevention, intervention, outreach, housing, Antioch City Council Report
September 8,2026 Agenda Item 5 2

youth, and community -support functions that had previously existed across limited programs or separate organizational structures. Prior to its formation, these functions were dispersed across multiple departments and programs throughout the City. The intent was to improve coordination, enhance service delivery, and create a centralized department dedicated to addressing complex community challenges through collaborative, multidisciplinary approaches.

The ordinance creating the department included five divisions: Violence Intervention and Prevention, Housing and Homelessness, Youth Services, Environmental Sustainability and Resilience, and Community Engagement, under the leadership of a Director of Public Safety and Community Resources.

The original name reflected the department’s collaboration with law enforcement and other public safety partners, while also recognizing that community well -being is supported through prevention, violence intervention, housing stabilization, youth development, crisis response, outreach, and access to community resources. Since its formation, the department’s responsibilities, public -facing role, and organizational structure have continued to evolve. The department currently administers and coordinates a broad range of community-serving functions, including:

• Housing and homelessness services;
• Youth development, workforce, and internship programs; • Violence intervention and prevention;
• Community engagement, outreach, and resource navigation; • Crisis-response and stabilization partnerships;
• Grant administration and community-based funding initiatives; and • Nonprofit, County, regional, and intergovernmental partnerships.

Although the department works closely with the Antioch Police Department, first responders, schools, County agencies, and public safety partners, it is not a law enforcement department. Staff and community partners have experienced recurring confusion caus ed by the words “Public Safety” in the department name, including uncertainty regarding whether the department performs enforcement functions and hesitation among residents who may be reluctant to engage with an office perceived as law enforcement related.

Since its formation, the department has continued to evolve to reflect the City's operational needs and organizational priorities. The Environmental Sustainability and Resilience Division has since been transferred to the Department of Public Works, and the Community Engagement Division has been dissolved, resulting in organizational changes that are not currently reflected in the Municipal Code.

As the department's responsibilities continued to expand, the City Council also began discussing whether the department's name accurately reflected its mission and public - facing role. During several public and administrative discussions, Council considered various naming alternatives intended to better describe the department's functions and distinguish its community-based services from the law enforcement responsibilities of the Antioch Police Department.

Antioch City Council Report
September 8,2026 Agenda Item 5 3

On May 26, 2026, the City Council considered a staff report evaluating several department name alternatives and, following Council discussion, directed staff to move forward with the name Community Services Department. Council also supported updating the corresponding leadership titles to align with the new department name.

Following Council's direction, staff coordinated with the City Attorney's Office regarding the ordinance process, including the required public hearing, amendments to the Antioch Municipal Code, and related title changes. This staff report returns the matt er to the City Council for formal legislative action to implement the direction previously provided by Council, rename the department as the Community Services Department, and update the Municipal Code to reflect the department's current organizational structure.

This ordinance is administrative in nature. It does not create new programs, eliminate existing services, modify departmental responsibilities, or authorize additional expenditures. Rather, it updates the Municipal Code to reflect the City's current organizational structure and implements prior direction of the City Council regarding the department's name.

The proposed name, Community Services Department, provides a clear, neutral, and enduring description of the department's responsibilities. The name accurately reflects the department's role in administering housing and homelessness services, youth development, violence intervention and prevention, and other community -based initiatives without emphasizing a single program area or implying a law enforcement function.

The proposed name also aligns with the department's current operational structure and provides flexibility to accommodate future organizational changes. In conjunction with the name change, the proposed ordinance updates the Antioch Municipal Code to remov e obsolete references to divisions that no longer exist within the department, revise corresponding leadership titles, and make technical and conforming amendments necessary to accurately reflect the City's current organizational structure.

MUNICIPAL CODE ALIGNMENT
The ordinance is intended to accomplish more than a stand- alone name substitution.

Article 8 currently reflects portions of the department’s original structure that no longer align with current operations. The proposed ordinance will therefore include the following categories of amendments.

• Replace references to the “Public Safety and Community Resources Department” with “Community Services Department.”
• Update the department-head title from “Public Safety and Community Resources Director” to “Community Services Director.”
• Remove obsolete references to the former Community Engagement Division as a separately codified division, consistent with the City’s current organizational structure.
• Remove or revise references to the Environmental Sustainability and Resilience Division and related functions that have been reassigned to Public Works. • Make technical, grammatical, cross -reference, and conforming amendments Antioch City Council Report
September 8,2026 Agenda Item 5 4

necessary to ensure consistency throughout Article 8 and any other affected Municipal Code provisions.

The amendments are intended to align the City’s governing documents with Council direction and the City’s present organizational structure.

DEPARTMENT NAME AND TITLE CHANGES

Current Proposed
Public Safety and Community Resources
Department
Community Services Department
Public Safety and Community Resources
Director
Community Services Director
Public Safety Manager Community Engagement Manager**

**
The proposed classification title changes from Public Safety and Community Resources Director to Community Services Director and Public Safety Manager to Community Engagement Manager are intended to align existing classifications with the Department's new name and current organizational structure. The classification title changes will be implemented through a companion resolution and have been coordinated with the Human Resources Department in accordance with applicable labor -relations requirements. The ordinance and related personnel actions are intended to be implemented in a coordinated manner to ensure consistency among the Municipal Code, c lassification plan, salary schedule, organizational chart, personnel records, job specifications, budget documents, and public-facing materials.

Because the proposed classification title changes also implicate the City's classification and personnel records, Council is being asked to consider a companion resolution concurrently with introduction of the ordinance. The applicable labor -relations requirements for the represented classification title changes have been completed.

OPERATIONAL IMPLEMENTATION
Following adoption and the ordinance’s effective date, staff will implement the change in phases. Priority updates will include the City website, department webpages, email signatures, organizational charts, Council and administrative templates, grant and contract materials, public -facing forms, and other frequently used communications.

Physical signage, printed collateral, and branded materials will be updated as operationally necessary and, where practical, through normal replacement cycles to limit unnecessary costs.

Formal adoption is necessary before staff can consistently implement these changes across City systems, purchasing, contracts, grant documents, signage, and public communications. Establishing one official name and corresponding titles will reduce confusion, support consistent branding, and provide clarity to residents and partner agencies.

Antioch City Council Report
September 8,2026 Agenda Item 5 5

PUBLIC NOTICE AND ORDINANCE PROCESS
Notice of this public hearing was provided in accordance with applicable legal requirements. If introduced, the ordinance will return to the City Council for a second reading and consideration of adoption. Unless a different effective date is legally authorized and stated in the ordinance, the ordinance will become effective 30 days after adoption of the second reading.

CALIFORNIA ENVIRONMENTAL QUALITY ACT
The proposed action is an organizational and administrative amendment that does not authorize a physical project or commit the City to a specific activity that may cause a direct or reasonably foreseeable indirect physical change in the environment.

Accordingly, the action is not a “project” subject to the California Environmental Quality Act pursuant to CEQA Guidelines section 15378(b)(5).

CONCLUSION
Renaming the department as the Community Services Department will more accurately communicate its existing mission and service- delivery model, distinguish its work from law enforcement functions, and provide a broad and sustainable identity for its housing, homelessness, youth development, violence intervention and prevention, engagement, outreach, and partnership responsibilities. The related Municipal Code amendments will also correct obsolete organizational references and align the Code with current City operations and prior Council direction.

ATTACHMENTS

A. Proposed Ordinance (to be provided by the City Attorney’s Office) B. Redlined Public Safety & Community Resources Ordinance C. May 26, 2026 Staff Report – Discussion Regarding a Department Name Change D. Resolution Approving Classification Title Changes and Related Administrative Updates

ATTACHMENT A
1 ORDINANCE NO. 2026-X-X

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ANTIOCH AMENDING ARTICLE 8 OF CHAPTER 3 OF TITLE 2 OF THE ANTIOCH MUNICIPAL CODE

RELATING TO THE PUBLIC SAFETY AND COMMUNITY RESOURCES

DEPARTMENT

WHEREAS, the City Council by ordinance created the Public Safety and Community Resources Department on June 14, 2022;
WHEREAS, at the Regular City Council Meeting on May 26, 2026, the City Council considered renaming the Public Safety and Community Resources Department to better align with the Department’s function and purpose and updating the Antioch Municipal Code to better align with the Department’s organizational structure; WHEREAS, after receiving input from City Staff and public comment, the City Council voted to rename the Public Safety and Community Resources Department to the Community Services Department;
WHEREAS, the City Council intends to amend Article 8 of Chapter 3 of Title 2 to reflect the name change and updated organizational structure;

The City Council of the City of Antioch does ordain as follows:

Article 8: Community Services Department
§ 2-3.801 CREATED.

There is hereby created in the government of the City a Community Services Department. The Department shall be responsible for the administration, coordination, and delivery of programs, services, policies, and initiatives within the following principal areas:
(A) Housing and Homelessness;
(B) Violence Intervention and Prevention;
(C) Youth Services; and
(D) Community Engagement.

(Ord. 2216-C-S, passed 6-14-22)

ATTACHMENT A
2 § 2-3.802 OPERATION.

The Community Services Department shall be under the administration of the Community Services Director, subject to the direction of the City Manager. The Community Services Director shall serve as the department head and shall be responsible for the administration, supervision, and coordination of the Department's divisions, programs, services, personnel, and operations. (Ord. 2216-C-S, passed 6-14-22)
§ 2-3.803 HOUSING AND HOMELESSNESS DIVISION.

The Housing and Homelessness Division shall administer and coordinate the City's housing and homelessness programs, policies, and initiatives. The Division shall develop and implement strategies to prevent and reduce homelessness, expand housing opportunities, promote housing stability, administer state and federal housing and homelessness grant programs, and coordinate services for people experiencing homelessness or housing insecurity. The Division shall collaborate with local school districts, county, state, and federal agencies, housing providers, nonprofit and community-based organizations, law enforcement, regional partners, and other stakeholders to develop and implement comprehensive solutions that address housing, homelessness, and related community needs.
(Ord. 2216-C-S, passed 6-14-22)
§ 2-3.804 VIOLENCE INTERVENTION AND PREVENTION DIVISION.

The Violence Intervention and Prevention Division shall develop, implement, and coordinate programs, strategies, and partnerships that promote community well-being through violence prevention, intervention, conflict resolution, and community engagement. The Division shall work collaboratively with residents, community leaders, schools, nonprofit and community-based organizations, law enforcement, public agencies, and other stakeholders to reduce violence, strengthen neighborhood relationships, increase community trust, and improve quality of life. The Division shall implement evidence-based, culturally responsive, and trauma-informed initiatives that support violence interruption, prevention, outreach, restorative practices, public education, neighborhood activation, and resident engagement, with particular emphasis on communities disproportionately impacted by violence and other adverse social conditions.
(Ord. 2216-C-S, passed 6-14-22)
§ 2-3.805 YOUTH SERVICES DIVISION.

The Youth Services Division shall develop, implement, and coordinate programs, services, and initiatives that promote positive development, well-being, leadership, education, workforce readiness, and civic engagement of youth and young adults. The Division shall provide opportunities that support academic achievement, career exploration, employment and workforce development, mentorship, leadership

ATTACHMENT A
3 development, life skills, and positive youth engagement while fostering healthy relationships and improving long-term outcomes for youth. The Division shall collaborate with families, school districts, charter schools, institutions of higher education, nonprofit and community-based organizations, employers, public agencies, law enforcement, faith-based organizations, and other community partners to expand opportunities, reduce barriers to success, and strengthen protective factors for youth and young adults throughout the community. The Division shall also administer and coordinate youth-focused grants, partnerships, and initiatives that advance educational attainment, workforce development, violence prevention, and community well-being. (Ord. 2216-C-S, passed 6-14-22)
§ 2-3.806 OFFICERS AND EMPLOYEES.

The Community Services Department shall consist of the Community Services Director and such other employees with such titles and duties as may from time to time be fixed by resolution of the Council.
(Ord. 2216-C-S, passed 6-14-22)
§ 2-3.807 DIRECTOR DUTIES.

The Community Services Director shall serve as the head of the Community Services Department and, subject to the direction of the City Manager, shall be responsible for the overall leadership, administration, strategic direction, and operation of the Department.

The Director shall plan, organize, direct, manage, and evaluate the activities, programs, services, personnel, and operations of the Department, including Housing and Homelessness, Violence Intervention and Prevention, Youth Services, Community Engagement, and other functions assigned to the Department.

The Director shall be responsible for developing and implementing departmental goals, policies, programs, and strategic initiatives consistent with City Council policy direction and City Manager priorities; overseeing the Department's budget, grants, contracts, agreements, and other financial and administrative resources; pursuing and administering federal, state, regional, philanthropic, and other funding opportunities; monitoring program performance and outcomes; and ensuring compliance with applicable laws, regulations, grant requirements, contracts, and City policies.

The Director shall coordinate and represent the Department in its work with other City departments, governmental agencies, school districts, community-based and nonprofit organizations, service providers, philanthropic organizations, businesses, residents, and regional, state, and federal partners. The Director may develop and recommend policies, programs, partnerships, agreements, and other initiatives to the City Manager and City Council that advance the purposes and responsibilities of the Department.

ATTACHMENT A
4 The Director shall perform such other duties and exercise such other responsibilities as may be prescribed by this Code, established by resolution or other action of the City Council, or assigned by the City Manager.
(Ord. 2216-C-S, passed 6-14-22)
§ 2-3.810 DIRECTOR SALARY.

The salary of the Community Services Director shall be fixed from time to time by the Council.
(Ord. 2216-C-S, passed 6-14-22)

* * * * * * * I HEREBY CERTIFY that the foregoing ordinance was introduced at a regular meeting of the City Council of the City of Antioch, held on the __ th day of _____ 20__,
and passed and adopted at a regular meeting thereof, held on the __th day of ________, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

_________________________________

RON BERNAL

MAYOR OF THE CITY OF ANTIOCH
ATTEST:

__________________________________
MICHAEL J. MANDY

CITY CLERK OF THE CITY OF ANTIOCH

ATTACHMENT B

Article 8: Public Safety and Community ServicesResources Department § 2-3.801 CREATED.

There is hereby created in the government of the City a Community Services Department.

The Department shall be responsible for the administration, coordination, and delivery of programs, services, policies, and initiatives within the following principal areas:

There is hereby created in the government of the city a Public Safety and Community Resources DepartmentCommunity Services Department, which shall consist of the following functions:
(A) Housing and Homelessness;
(B) Violence Intervention and Prevention;
(C) Youth Services; and
(D) Community Engagement.
(A) Housing and Homelessness
(B) Violence Intervention and Prevention
(C) Youth Services
(D) Environmental Sustainability and Resilience
(D)(E) Community Engagement
(Ord. 2216-C-S, passed 6-14-22)

§ 2-3.802 OPERATION.

The Community Services Department shall be under the administration of the Community Services Director, subject to the direction of the City Manager. The Community Services Director shall serve as the department head and shall be responsible for the administration, supervision, and coordination of the Department's divisions, programs, services, personnel, and operations. The Public Safety and Community Resources DepartmentServices Department shall be operated under the authority of the Public Safety and Community Resources Director subject to the direction of the City Manager. The Public Safety and Community Resources Director shall be responsible for supervision of the department's divisions.
(Ord. 2216-C-S, passed 6-14-22)

Formatted: Font: +Body (Cambria)

ATTACHMENT B

§ 2-3.803 HOUSING AND HOMELESSNESS DIVISION.

The Housing and Homelessness Division shall administer and coordinate the City's housing and homelessness programs, policies, and initiatives. provide housing services to the city's low income and unhoused residents. The Division shall develop and implement strategies to prevent and reduce homelessness, expand housing opportunities, promote housing stability, administer state and federal housing and homelessness grant programs, and coordinate services for persons experiencing homelessness or housing insecurity. The Division shall collaborate with local school districts, county, state, and federal agencies, housing providers, nonprofit and community-based organizations, law enforcement, regional partners, and other stakeholders to develop and implement comprehensive solutions that address housing, homelessness, and related community needs. The division shall actively work with local school districts, county, state, and federal governments, housing providers, law enforcement and non-profit community-based organizations to develop policies and strategies to address the needs of persons experiencing homelessness or housing insecurity.
(Ord. 2216-C-S, passed 6-14-22)

§ 2-3.804 VIOLENCE INTERVENTION AND PREVENTION DIVISION.

The Violence Intervention and Prevention Division shall develop, implement, and coordinate programs, strategies, and partnerships that promote community well-being through violence prevention, intervention, conflict resolution, and community engagement.

The Division shall work collaboratively with residents, community leaders, schools, nonprofit and community-based organizations, law enforcement, public agencies, and other stakeholders to reduce violence, strengthen neighborhood relationships, increase community trust, and improve quality of life. The Division shall implement evidence-based, culturally responsive, and trauma-informed initiatives that support violence interruption, prevention, outreach, restorative practices, public education, neighborhood activation, and resident engagement, with particular emphasis on communities disproportionately impacted by violence and other adverse social conditions. The Violence Intervention and Prevention Division shall work to improve public health and safety by developing programs that resolve conflicts, interrupt violence, and achieve peace. The division shall work with community leaders in various diverse neighborhoods throughout the city to achieve peace by implementing initiatives that provide community-based and trauma- informed services to residents with a focus on communities that are disproportionately impacted by violence.
(Ord. 2216-C-S, passed 6-14-22)

§ 2-3.805 YOUTH SERVICES DIVISION.

The Youth Services Division shall develop, implement, and coordinate programs, services, and initiatives that promote positive development, well-being, leadership, education,

ATTACHMENT B

workforce readiness, and civic engagement of youth and young adults. The Division shall provide opportunities that support academic achievement, career exploration, employment and workforce development, mentorship, leadership development, life skills, and positive youth engagement while fostering healthy relationships and improving long-term outcomes for youth. The Division shall collaborate with families, school districts, charter schools, institutions of higher education, nonprofit and community-based organizations, employers, public agencies, law enforcement, faith-based organizations, and other community partners to expand opportunities, reduce barriers to success, and strengthen protective factors for youth and young adults throughout the community. The Division shall also administer and coordinate youth-focused grants, partnerships, and initiatives that advance educational attainment, workforce development, violence prevention, and community well-being.

The Youth Services Division shall create equitable opportunities that uplift the value of youth voice and engage youth as influencing members of the city. The division shall conduct youth-centered programs, events, and initiatives. Its activities shall help youth build positive relationships, gain self-confidence, and meet their personal, educational, vocational, and life goals. The division's programs shall address incidental, emotional, and educational barriers that youth encounter. Programs shall also build the capacity of youth to build positive relationships with their families and other positive role models in their lives. The division shall collaborate with families, school districts, charter schools, non- profit organizations, the police department, and faith-based communities. The Youth Services Division shall be operated under the supervision of the Youth Services Network Manager, subject to the direction of the Public Safety and Community Resources Director. (Ord. 2216-C-S, passed 6-14-22)

§ 2-3.806 ENVIRONMENTAL SUSTAINABILITY AND RESILIENCE DIVISION.

The Environmental Sustainability and Resilience Division shall manage the city's sustainability programs, including water conservation, climate change and resilience, energy efficiency, pollution, and waste prevention. The division shall advance partnerships for waste collection, recycling grants, the city's Climate Action and Resilience Plan, and coordinate with other departments and partner agencies. (Ord. 2216-C-S, passed 6-14-22)

§ 2-3.807 COMMUNITY ENGAGEMENT DIVISION.

The Community Engagement Division shall proactively engage with the community to address critical public health and safety issues through events, initiatives, public forums, and panel discussions. The division shall link residents to resources that resolve community public health and safety issues. The division shall collaborate with other divisions within the Public Safety and Community Resources Department on matters concerning housing and homelessness, violence intervention and prevention, youth

ATTACHMENT B

services, environmental sustainability, and resilience. The division is dedicated to establishing meaningful and sustainable programs that promote diversity, equity, inclusion, and community pride by fostering a sense of belonging for every person. (Ord. 2216-C-S, passed 6-14-22)

§ 2-3.808 OFFICERS AND EMPLOYEES.

The Public Safety and Community Services Resources Department shall consist of the Public Safety and Community Services Resources Director and such other employees with such titles and duties as may from time to time be fixed by resolution of the Council. (Ord. 2216-C-S, passed 6-14-22)

§ 2-3.809 DIRECTOR DUTIES.

The Community Services Director shall serve as the head of the Community Services Department and, subject to the direction of the City Manager, shall be responsible for the overall leadership, administration, strategic direction, and operation of the Department.

The Director shall plan, organize, direct, manage, and evaluate the activities, programs, services, personnel, and operations of the Department, including Housing and Homelessness, Violence Intervention and Prevention, Youth Services, Community Engagement, and other functions assigned to the Department.

The Director shall be responsible for developing and implementing departmental goals, policies, programs, and strategic initiatives consistent with City Council policy direction and City Manager priorities; overseeing the Department's budget, grants, contracts, agreements, and other financial and administrative resources; pursuing and administering federal, state, regional, philanthropic, and other funding opportunities; monitoring program performance and outcomes; and ensuring compliance with applicable laws, regulations, grant requirements, contracts, and City policies.

The Director shall coordinate and represent the Department in its work with other City departments, governmental agencies, school districts, community-based and nonprofit organizations, service providers, philanthropic organizations, businesses, residents, and regional, state, and federal partners. The Director may develop and recommend policies, programs, partnerships, agreements, and other initiatives to the City Manager and City Council that advance the purposes and responsibilities of the Department.

The duties of the Public Safety and Community Resources Director shall include planning, directing, managing, and overseeing the activities and operations of the Public Safety and Commented [MC1R2]: confirmed
Commented [KK1]: The staff report makes it seems like
this entire section is supposed to be removed. Please
confirm if that is the case. If not, please specify which changes to this section should be made.

Formatted: Font: +Body (Cambria)

ATTACHMENT B

Community Resources Department including the Housing and Homelessness Division, the Violence Intervention and Prevention Division, the Youth Services Division, the Environmental Sustainability and Resilience Division, and the Community Engagement Division and such other duties as may be assigned by the City Manager. (Ord. 2216-C-S, passed 6-14-22)

§ 2-3.810 DIRECTOR SALARY.

The salary of the Public Safety and Community ServicesResources Director shall be asbe fixed from time to time by the Council.
(Ord. 2216-C-S, passed 6-14-22)

Commented [MC2R2]: I do not have that answer
Commented [LA2]: This comment will apply to all. Do
you all update this to show the last time it is updated? If you do, does the city maintain an index that shows
history beyond the most current?
Commented [LA2R3]: Not an urgent or necessary
question to move this forward I was just curious because people usually look here to see when the ordinance was
last revised and in my former city, we removed and
replaced this with the most current and then kept the
index showing the full history.

Agenda Item 10

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of May 26, 2026

TO: Honorable Mayor and Members of the City Council

SUBMITTED BY: Monserrat Cabral, Public Safety and Community Services Director

APPROVED BY: Ana Cortez, Acting City Manager

SUBJECT: Discussion Regarding a Department Name Change for the Public Safety & Community Resources Department

RECOMMENDED ACTION
It is recommended that the City Council discuss the proposed renaming of the Public Safety & Community Resources Department and authorize the City Manager or designee to adopt a resolution approving the renaming.

FISCAL IMPACT
None

DISCUSSION
The Public Safety & Community Resources Department was formed during a period in which the City of Antioch, like many jurisdictions throughout California and the nation, began reevaluating how local governments respond to complex community challenges related to homelessness, violence prevention, youth development, crisis response, and community stabilization.

Historically, many of these functions existed separately, informally, or within limited program structures across departments. Over time, the City recognized the growing need for a centralized department focused not solely on enforcement or reactive servic es, but on prevention, intervention, outreach, coordination, and resident support. The department was ultimately established to help bridge gaps between government systems, community- based organizations, service providers, and residents by creating a multidisciplinary and community-centered structure focused on improving quality of life outcomes.

At the time of its creation, the name “Public Safety & Community Resources” was selected to reflect both:
• the department’s close collaboration with public safety partners and violence prevention efforts; and
• its broader mission of connecting residents to community -based resources and support systems.

Antioch City Council Report
May 26, 2026 Agenda Item 10 2

The inclusion of “Public Safety” reflected the City’s recognition that public safety extends beyond traditional enforcement and includes prevention, intervention, housing stabilization, youth engagement, outreach, and community well-being.

Over the past year, City Council has prioritized investments in violence prevention, homelessness response, youth development, outreach, stabilization, and community - based intervention strategies. The continued evolution of the department reflects those policy priorities and the City’s growing emphasis on prevention- oriented, trauma- informed, and human services-based approaches to community well-being.

Since its formation, the department has continued to evolve substantially and today oversees a broad and diverse portfolio of community-serving functions, including:
• Violence Intervention & Prevention;
• Housing & Homelessness Services;
• Youth Development & Workforce Programs;
• Community Engagement & Outreach;
• Crisis Response & Stabilization Partnerships;
• Grant Administration & Community-Based Funding Initiatives; and • Nonprofit and Intergovernmental Partnerships.

The department now regularly serves as a central access point where residents, nonprofit organizations, community partners, schools, County agencies, and outside stakeholders seek support, resources, collaboration, and referrals.

As the department has evolved, staff has identified increasing confusion from residents, nonprofit partners, outside agencies, and stakeholders regarding the department’s identity, role, and mission due to the inclusion of the term “Public Safety” in the department title.

CLARIFYING DEPARTMENT IDENTITY
While the department collaborates closely with the Antioch Police Department, first responders, schools, County agencies, and other public safety partners, the department itself is not a law enforcement entity.

The department’s primary functions are rooted in prevention, intervention, stabilization, human services, outreach, youth development, housing support, violence interruption, and community engagement, with a focus on improving quality of life outcomes and strengthening long-term community well-being for Antioch residents.

However, nonprofit partners, outside agencies, and community stakeholders often assume the department is a law enforcement division or enforcement-based office due to the inclusion of the phrase “Public Safety” in the department title. This confusion has created challenges including:
• Residents being uncertain whether the department provides direct community services;
• Hesitancy from vulnerable populations who may be reluctant to engage with anything perceived as enforcement-related;
Antioch City Council Report
May 26, 2026 Agenda Item 10 3

• Misunderstanding regarding the department’s role during outreach and community engagement efforts;
• Difficulty clearly communicating the department’s mission externally; and • Ongoing confusion between the PSCR Department and the Antioch Police Department.

While the original department name appropriately reflected the City’s efforts to broaden the definition of public safety beyond enforcement alone, the department’s operational scope, public identity, and service delivery model have evolved substantially over time.

The proposed name change is not intended to alter departmental functions or operational authority, but rather to better align the department’s public identity with its existing mission, organizational structure, and community -centered service delivery appr oach.

Staff believes the department name should more clearly reflect its identity as a community-serving and human services-oriented department while still acknowledging its collaborative role in broader community wellness and safety efforts.

DEPARTMENTAL PHILOSOPHY
The department’s work is rooted in a holistic, prevention- oriented approach focused on early intervention, violence prevention and interruption, housing stabilization, youth development, community engagement, resource navigation, partnership coordination, and crisis response services that support long- term community well-being and quality of life outcomes for Antioch residents.

Importantly, staff does not recommend naming the department after any single division or program area such as violence prevention, housing, homelessness, or youth services.

While the department oversees several major initiatives, its organizational philosophy is intentionally centered on collaboration and equal integration across all program areas rather than elevating one service area above another.

The goal is to maintain a department identity that is broad, adaptable, community - centered, and sustainable over time while remaining accessible and approachable for residents, nonprofit organizations, community partners, and vulnerable populations seeking support, services, referrals, and collaboration. Staff believes the department name should clearly reflect its human and community service functions, distinguish the department from law enforcement operations, and support continued trust -building and engagement throughout the community.

NATIONAL AND LOCAL TRENDS
Across California and nationally, municipalities have increasingly transitioned toward department names emphasizing human services, community wellness, prevention, stabilization, outreach, and neighborhood support functions. This shift reflects a broader recognition that community well -being and public safety are strengthened not only through enforcement, but also through prevention, housing stabilization, violence intervention, youth development, and coordinated community services.

Many jurisdictions throughout California have already adopted similar organizational structures and naming conventions. Examples include:

Antioch City Council Report
May 26, 2026 Agenda Item 10 4

• City of Oakland – Human Services Department;
• City of Long Beach – Health & Human Services Department; • City of Stockton – Community Services Department;
• City of Sacramento – Department of Community Response; • City of Richmond – Community Services Department / Office of Neighborhood Safety;
• County of Los Angeles – Department of Public Health / Office of Violence Prevention
• San Diego County – Health & Human Services Agency.

Nationally, jurisdictions have similarly shifted toward community -centered departmental structures, including:
• King County, Washington – Department of Community & Human Services; • Denver, Colorado – Department of Housing Stability
• Albuquerque, New Mexico – Community Safety Department; • Minneapolis, Minnesota – Neighborhood Safety Department; • Baltimore, Maryland – Mayor’s Office of Neighborhood Safety and Engagement.

Common naming themes emerging across municipalities include:
• Human Services;
• Community Services;
• Community & Human Services;
• Community Well-Being;
• Community Support Services;
• Neighborhood Services; and
• Community Development & Wellness.

Staff also considered a variety of naming structures and themes during preliminary internal discussion, including titles focused on human services, wellness, resilience, stabilization, outreach, community support, and engagement.

Several naming structures were intentionally not recommended because they: overly emphasized a single division or program area, sounded temporary or trend- based; mirrored law enforcement or emergency response terminology too closely; or lacked flexibility for future departmental growth and evolution.

Staff believes Antioch is well -positioned to adopt a department name that reflects both current operations and the City’s long-term vision for community-centered service delivery while aligning with broader statewide and national trends in municipal human service and prevention-oriented governance structures.

Antioch City Council Report
May 26, 2026 Agenda Item 10 5

DEPARTMENT NAME
Human & Community Services Department
Strengths:
• Clearly human-centered and service-oriented;
• Broad enough to encompass all existing divisions equally; • Distinguishes the department from law enforcement functions; • Reflects national and statewide municipal trends;
• Provides long-term organizational flexibility and sustainability; • Professional, recognizable, and operationally descriptive; and • Aligns with the department’s role as a centralized hub for residents, nonprofit organizations, and community partners seeking support, resources, and collaboration.

Considerations:
• Represents a broader organizational identity shift from the department’s original naming structure.

In addition, updating corresponding title updates to better align classifications and leadership roles with the department’s proposed organizational identity, including:
• Changing the Department Director title from “Public Safety & Community Resources Director” to “Human & Community Services Director”; and • Changing the “Public Safety Manager” classification overseeing Violence Intervention & Prevention functions to “Community Engagement Manager” to better reflect the position’s operational focus on outreach, intervention, partnership-building, resident engag ement, and community -based prevention strategies.

The Public Safety & Community Resources Department has evolved into a multifaceted, community-centered department focused on prevention, intervention, stabilization, engagement, outreach, human services, and improving quality of life outcomes for Antioch residents.

While the department maintains important partnerships with law enforcement and public safety agencies, its primary mission is rooted in prevention, intervention, stabilization, outreach, human services, and improving quality of life outcomes for Antioch residents.

A department name change presents an opportunity to better align the department’s public identity with its mission, values, and long- term strategic direction while creating greater clarity, accessibility, and understanding for the community it serves.

ATTACHMENTS
A. Resolution
B. Potential Department Name Comparison Matrix
C. Examples of Comparable Municipal Department Structures

RESOLUTION NO. 2026/xxx

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH APPROVING

CERTAIN CLASSIFICATION TITLE CHANGES ASSOCIATED WITH THE

RENAMING OF THE COMMUNITY SERVICES DEPARTMENT AND AUTHORIZING

RELATED ADMINISTRATIVE UPDATES

WHEREAS, the City Council established the Public Safety and Community Resources Department in 2022 to administer and coordinate community -serving programs and functions, including violence intervention and prevention, housing and homelessness services, youth services, and community engagement;

WHEREAS, on May 26, 2026, the City Council provided direction to rename the Public Safety and Community Resources Department as the Community Services Department and to update corresponding leadership titles to better reflect the Department's current mission and organizational structure;

WHEREAS, implementation of the Department's new name requires corresponding updates to certain classification titles to ensure that position titles accurately reflect the Department's current organizational structure, functions, and areas of responsibility; and

WHEREAS, staff is recommending that the Public Safety and Community Resources Director classification title be changed to Community Services Director and that the Public Safety Manager classification title be changed to Community Engagement Manager; and

WHEREAS, the proposed classification title changes are intended to align existing classifications with the Community Services Department's organizational structure and do not, by themselves, create new positions, increase the number of authorized positions, or modify existing salary ranges or other terms and conditions of employment; and

WHEREAS, coordinating the classification title changes with the renaming of the Department will promote consistency among the Antioch Municipal Code, classification plan, salary schedule, organizational chart, budget documents, personnel records, job specifications, and public-facing materials.

WHEREAS, the Management Bargaining Unit has reviewed and approved the classification title changes; and

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Antioch hereby:

Section 1. Approves the following classification title changes associated with the renaming and organizational alignment of the Community Services Department:

RESOLUTION NO. 2026/***
September 8, 2026

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