Grounded in the retrieved California Referenced Standards Code — click a citation to read the verbatim passage:

• CRSC § 1009.12 Medium relevance — show source text

  Emergency exit and panic hardware.
  |SFM|Part 9, Section 1009.12| |Chapter 12-11A,
  12-11B|Detectable warning products and directional
  surfaces|DSA|Part 2, Sections 1112A.9, 1116A.5, 11B-247,
  11B-406.5.12, 11B-705, 11B-810.5.2| |Chapter 12-12|Reserved||| |Chapter 12-13|Standards for insulating material|CA/SFM|Part 2.5, Section R302.10.1
  Part 6, Section 110.8
  Part 9, Section 720, Table 721.1(1)
  Part 11, Section A5.504.4.8| |Chapter 12-16-1|California standard for earthquake-actuated
  automatic gas shutoff systems|DSA|Part 2, Chapters 16 and 16A
  Part 5, Section 1211.8| |Chapter 12-16-2|California standard for residential excess flow
  actuated automatic gas shutoff valves|DSA|Part 5, Section 1209.1| |Chapter 12-31C|Radiation shielding|DPH|Part 2, Section 3102C| |Chapter 12-71|Air filters|SFM|Part 4, Sections 401.2, 509.2.3, 509.2.3.4
  Part 6, Section 120.1| |Chapter 12-72-1|Protective signaling systems.
  Standard test procedures.|SFM|| |Chapter 12-72-2|Protective signaling systems. Single-and
  multiple-station fire alarm devices
  mechanically operated type.|SFM|| |Chapter 12-72-3|Protective signaling systems. Smoke detectors,
  combustion products type.|SFM||

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  12-1 ADMINISTRATION

  RESERVED

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  12-3 RELEASING SYSTEMS FOR SECURITY BARS IN DWELLINGS

  (This standard includes provisions of Underwriters Laboratories Subject 2326, Appendix B, dated December 17, 1999, reprinted with their permission.)

  INTRODUCTION

  SECTION 12-3-1—SCOPE

  12-3-1.1 These requirements cover releasing systems for bars, grilles, mesh, glazing or other items intended to provide security at doors and windows required for emergency escape from dwelling units. When actuated by the occupant, the system allows the obstructions over the door or window to be moved so occupants can escape in the event of an emergency.

• CRSC § 12-3 Medium relevance — show source text

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  PART 12 CROSS REFERENCE TABLE

  (Cross reference table is nonregulatory, intended only as an aid to the code user.)

  PART 12 STANDARD	SUBJECT	ADOPTING AGENCY	ASSOCIATED TITLE 24 BUILDING STANDARD
  Chapter 12-3	Releasing systems for security bars in dwellings	SFM	Part 2, Sections 1031.2.1, 1031.6, 1032.7 Part 2.5, Sections R319.1.1 and R319.4.4 Part 9, Sections 1031.2.1, 1031.6, 1032.7 Appendix 4 Section 452.1.5 and Title 19 provisions 4.1, 4.2, 4.3, 4.4, 4.5, 4.6 reprinted in Part 9 Part 10, Section 505.4
  Chapter 12-4A	Laboratory animal quarters standards	DPH	Part 2, Section 1236
  Chapter 12-4-1	Stage and Platforms	SFM	Part 2, Sections 410.2.7, 410.2.7.1, 410.2.7.2 Part 9, Sections 105.6.51, 4809
  Chapter 12-7-1	Fire-resistive standards. Fire tests of building construction and materials.	SFM	Part 2, Section 703
  Chapter 12-7-2	Reserved
  Chapter 12-7-3	Fire-resistive standards. Fire testing furnaces.	SFM	Part 9, Section 3001
  Chapter 12-7-4	Fire-resistive standards. Fire door assembly tests.	SFM	Part 2, Section 716
  Chapter 12-7-5	Fire-resistive standards. Interior finish of decorative material.	SFM	Part 2, Chapter 8 Part 9, Chapter 8
  Chapter 12-7A	Materials and construction methods for exterior wildfire exposure	SFM	Part 7, Chapter 5
  Chapter 12-8-1	Fire-resistive standards for fire protection	SFM	Part 2, Sections 408.14 and 435.6.2
  Appendix 12-8-1A	Calculation of the total rate of heat and carbon monoxide or carbon dioxide production	SFM
  Appendix 12-8-1B	Guide to mounting techniques for wall and ceiling interior finish material	SFM
  Chapter 12-10-1	Exits. Power-operated exit doors.	SFM	Part 2, Sections 408.4.2, 1010.1.4.2, 1010.1.9.1
  Chapter 12-10-2	Exits. Single-point latching or locking devices.	SFM	Part 2, Section 1010.2.2 Part 9, Section 1010.2.2
  Chapter 12-10-3	Exits. Emergency exit and panic hardware.

• CRSC § 12-16 Medium relevance — show source text

  12-16-1 ENGINEERING REGULATIONS—QUALITY AND

  DESIGN OF THE MATERIALS OF CONSTRUCTION

  CALIFORNIA STANDARD FOR EARTHQUAKE-ACTUATED AUTOMATIC GAS SHUTOFF SYSTEMS (SEE CCR TITLE 24, PART 2, CHAPTERS 16 AND 16A, AND CCR TITLE 24, PART 5, CHAPTER 12) STANDARD 12-16-1

  DIVISION OF THE STATE ARCHITECT

  Authority: Sections 19180–19183, Health and Safety Code. Reference: Section 19182, Health and Safety Code.

  DIVISION 1—CONSTRUCTION

  SCOPE

  Sec. 12-16-101. The American Society of Civil Engineers (ASCE) requirements for “Earthquake-Actuated Automatic Gas Shutoff Devices,” ANSI/ASCE/SEI 25-16 (copyright 2016 by ASCE), shall be the applicable standard used by the Division of the State Architect for the certification of these devices.

  Sec. 12-16-101.1. Each installation of a customer-owned device that satisfies this standard shall be in accordance with the California Plumbing Code (CCR Title 24, Part 5).

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  12-16-2 ENGINEERING REGULATIONS—QUALITY AND

  DESIGN OF THE MATERIALS OF CONSTRUCTION

  CALIFORNIA STANDARD FOR RESIDENTIAL EXCESS FLOW ACTUATED AUTOMATIC GAS SHUTOFF VALVES (SEE CCR TITLE 24, PART 5, CHAPTER 12) STANDARD 12-16-2

  DIVISION OF THE STATE ARCHITECT

  Authority: Sections 19200–19204, Health and Safety Code. Reference: Sections 19201.5 and 19202, Health and Safety Code.

  DIVISION 1—CONSTRUCTION

  SCOPE

  Sec. 12-16-201. The American Society for Testing and Materials (ASTM) F2138-12(2017) Standard Specification for Excess Flow Valves for Natural Gas Service, and the American National Standards Institute (ANSI) Z21.93-2017/CSA 6.30-2017 Excess Flow Valves for Natural and LP Gas with Pressure up to 5 psig, shall be the applicable standards used by the Division of the State Architect for certification of these devices.

  Sec. 12-16-201.1. Each installation of a customer-owned device that satisfies this standard shall be in accordance with the California Plumbing Code (CCR Title 24, Part 5).

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  12-31C RADIATION SHIELDING STANDARDS

  STANDARD 12-31C-1

  DEPARTMENT OF HEALTH SERVICES

• CRSC § 100.0 Medium relevance — show source text

  2025 CRSC Reference Standard Code

  Converted from PDF using pymupdf4llm Source: 2025 CRSC Reference Standard Code.pdf Text ratio: 100.0% Conversion date: 2025-10-05 09:12:42

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  PREFACE

  This document is Part 12 of thirteen parts of the official triennial compilation and publication of the adoptions, amendments and repeal of administrative regulations to California Code of Regulations, Title 24, also referred to as the California Building Standards Code. This part is known as the California Referenced Standards Code.

  The California Building Standards Code is published in its entirety every three years by order of the California legislature, with supplements published in intervening years. The California legislature delegated authority to various state agencies, boards, commissions and departments to create building regulations to implement the State’s statutes. These building regulations, or standards, have the same force of law, and take effect 180 days after their publication unless otherwise stipulated. The Califor- nia Building Standards Code applies to occupancies in the State of California as annotated.

  A city, county, or city and county may establish more restrictive building standards reasonably necessary because of local climatic, geological or topographical conditions. Findings of the local condition(s) and the adopted local building standard(s) must generally be filed with the California Building Standards Commission (or other filing if indicated) to become effective, and may not be effective sooner than the effective date of this edition of the California Building Standards Code . Local building standards that were adopted and applicable to previous editions of the California Building Standards Code do not apply to this edition without appropriate adoption and the required filing.

  The referenced standards contained in Part 12 are developed by the state agencies listed herein. The Part 12 Cross Reference Table herein identifies the state agency to which the standard applies, the subject of the standard and the provisions in other parts of Title 24 where the application of the standard is required.

  Should you find publication (e.g., typographical) errors or inconsistencies in this code or wish to offer comments toward improving its format, please address your comments to:

  California Building Standards Commission 2525 Natomas Park Drive, Suite 130 Sacramento, CA 95833-2936

  Phone: (916) 263-0916 Email: cbsc@dgs.ca.gov

  Web page: www.dgs.ca.gov/bsc

  ACKNOWLEDGMENTS

  The 2025 California Building Standards Code (Code) was developed through the outstanding collaborative efforts of the Department of Housing and Community Development, Division of the State Architect, Office of the State Fire Marshal, Department of Health Care Access and Information, California Energy Commission, California Department of Public Health, California State Lands Commission, Board of State and Community Corrections, Department of Water Resources, State Historical Building Safety Board, Department of Consumer Affairs, State Librarian, Department of Food and Agriculture, and the California Building Standards Commission (Commission).

  This collaborative effort included the assistance of the Commission’s Code Advisory Committees and many other volunteers who worked tirelessly to assist the Commission in the production of this Code.

  Governor Gavin Newsom

  Members of the California Building Standards Commission

  Secretary Amy Tong – Chair Rajesh Patel – Vice-Chair

• CRSC § 9.5 Medium relevance — show source text

  2. The specimen shall be suspended vertically with its lower edge 2 inches (51 mm) above the top of a [3] / 8 inch (9.5 mm) diameter Bunsen Burner. The test shall be performed in a draft-free area.

  3. The flames from the burner shall be 4 inches (101 mm) long and shall be adjusted with sufficient air supply to eliminate any yellow flame tips but without any distinct inner blue cone.

  4. The specimen shall be exposed to the flame at each corner and at not less than one other point along the lower edge. Each exposure shall be of sufficient duration to determine if the material will ignite and continue to burn, but shall be not less than 20 seconds.

  5. The criteria for acceptance shall be as follows: (A) There shall be not more than intermittent flaming appreciably beyond the area exposed to the test flame. (B) Flame shall not reach the top of the specimen. (C) On removing the test flame there shall be not more than 1 second of after flaming except there may be nonprogressive flaming of short duration in areas of accumulated char which were directly exposed to the test flame.

  Section 12-7-502

  (a) Framed rigid combustible decorative material. Rigid combustible decorative material and assemblies of materials not more than [1] / 4 inch (6 mm) in thickness used for folding doors, room dividers, decorative screens and similar applications, and which are installed with all edges protected, shall conform to the following:

  1. All exposed edges shall be protected with frames of metal or other noncombustible material, or solid wood of minimum [1] / 4 inch (6 mm) dimension.

  2. The total square foot area of the material shall not exceed ten percent of that of the floor area of the room in which the material is installed.

  3. When tested as follows, flames shall not reach the top edge of the specimen. The test shall be conducted in a draft free area, on a specimen of the material 12 inches by 12 inches (305 mm by 305 mm) suspended at a 45-degree angle from the horizontal with the upper and lower edges in a horizontal plane. The test flame shall be 3 inches (76 mm) long from a Bunsen burner of approximately [1] / 2 -inch (13 mm) inside diameter with the air supply completely shut off. The burner shall be positioned so that its top is 1 inch (25 mm) vertically below a point on the lower surface of the test specimen, 1 inch (25 mm) up from its lower horizontal edge and midway between the inclined edges. The exposure to the test flame and the duration of test shall be for a period of 2 minutes.

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  12-7A MATERIALS AND CONSTRUCTION METHODS

  FOR EXTERIOR WILDFIRE EXPOSURE

  EXTERIOR WALL SIDING AND SHEATHING

  SFM STANDARD 12-7A-1

  12-7A-1.1 Application. The minimum design, construction and performance standards set forth herein for exterior wall siding and sheathing are those deemed necessary to establish conformance to the provisions of these regulations. Materials and assemblies that meet the performance criteria of this standard are acceptable for use as defined in California Building Standards Code.

• CRSC § 25.4 Medium relevance — show source text

  For SI: 1 inch = 25.4 mm, 1 pound per square inch = 0.00689 MPa, 1 ton = 8.896 kN.

  Notes:

  1. Failure mode—collapse.
  2. Failed on furnace removal.

  TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION—20″ TO LESS THAN 22″	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	LOAD	TIME	PRE- BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  C-20-HRC-1	20″	20″ hexagonal columns; gravel concrete (6080 psi); reinforcement: vertical,3/4″ rebars; horizontal,5/16″ helical winding on 13/4″ pitch; cover:1/2″.	211 tons	2 hrs			7	1	2
  C-20-HRC-2	20″	20″ hexagonal columns; gravel concrete (5080 psi); reinforcement: vertical,3/4″ rebars; horizontal,5/16″ wire on 13/4″ pitch; cover:1/2″.	184 tons	2 hrs 15 min			7	2–4	21/4

  For SI: 1 inch = 25.4 mm, 1 pound per square inch = 0.00689 MPa, 1 ton = 8.896 kN.

  Notes:

  1. Column collapsed on furnace removal.

  2. Passed 2 [1] / 4 -hour fire test.

  3. Passed hose stream test.

  4. Withstood reload after 48 hours.

  TABLE 2.2 ROUND CAST IRON COLUMNS	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	LOAD	TIME	PRE-BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  C-7-CI-1	7″ O.D.	Column: 0.6″ minimum metal thickness; unprotected.

• CRSC § 12-16 Medium relevance — show source text

  CALIFORNIA STANDARD FOR RESIDENTIAL EXCESS FLOW ACTUATED AUTOMATIC GAS SHUTOFF VALVES (SEE CCR TITLE 24, PART 5, CHAPTER 12) STANDARD 12-16-2

  DIVISION OF THE STATE ARCHITECT

  Authority: Sections 19200–19204, Health and Safety Code. Reference: Sections 19201.5 and 19202, Health and Safety Code.

  DIVISION 1—CONSTRUCTION

  SCOPE

  Sec. 12-16-201. The American Society for Testing and Materials (ASTM) F2138-12(2017) Standard Specification for Excess Flow Valves for Natural Gas Service, and the American National Standards Institute (ANSI) Z21.93-2017/CSA 6.30-2017 Excess Flow Valves for Natural and LP Gas with Pressure up to 5 psig, shall be the applicable standards used by the Division of the State Architect for certification of these devices.

  Sec. 12-16-201.1. Each installation of a customer-owned device that satisfies this standard shall be in accordance with the California Plumbing Code (CCR Title 24, Part 5).

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  12-31C RADIATION SHIELDING STANDARDS

  STANDARD 12-31C-1

  DEPARTMENT OF HEALTH SERVICES

  Authority: Sections 102, 208 and 25811.

  Reference: Sections 102, 208 and 436.5.

  ALL HEALING ARTS X-RAY INSTALLATIONS

  Sec. 12-31C-101. All radiation shielding barriers in rooms and enclosures housing radiation machines shall comply with the mandatory standards and appendices in Report No. 35, “Dental X-RAY Protection”; Report 49, “Structural Shielding Design and Evaluation for Medical use of X-rays and Gamma Rays of Energies up to 10 MeV”; and Report No. 51, “Radiation Protection Design Guidelines for 0.1-100 MeV Particle Accelerator Facilities.” Published by the National Council on Radiation Protection and Measurements, 7910 Woodmont Avenue, Bethesda, Maryland 20814.

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  12-71 AIR FILTERS

  STANDARD 12-71-1

  STATE FIRE MARSHAL

  DESCRIPTION OF TEST APPARATUS, METHOD AND CLASSIFICATION REQUIREMENTS FOR AIR FILTERS

  Sec. 12-71-100.

  (a) Test apparatus.

  1. The test duct, made of M.S. gage galvanized sheet metal reinforced with angle irons, is 21 inches square (13 548 mm [2] ) and 13 [1] / 2 feet (4114 mm) long.
• CRSC § 12-10 Medium relevance — show source text

  CHAPTER 12-10-1 EXITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73

  CHAPTER 12-10-2 EXITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77

  CHAPTER 12-10-3 EXITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83

  CHAPTERS 12-11A AND 12-11B

  BUILDING AND FACILITY ACCESS

  SPECIFICATIONS. . . . . . . . . . . . . . . . . . . . 85

  CHAPTER 12-12 RESERVED . . . . . . . . . . . . . . . . . . . . . . . . . 87

  CHAPTER 12-13 STANDARDS FOR INSULATING

  MATERIAL. . . . . . . . . . . . . . . . . . . . . . . . . . 89

  CHAPTER 12-16-1 ENGINEERING REGULATIONS—QUALITY

  AND DESIGN OF THE MATERIALS OF

  CONSTRUCTION . . . . . . . . . . . . . . . . . . . 101

  CHAPTER 12-16-2 ENGINEERING REGULATIONS—QUALITY

  AND DESIGN OF THE MATERIALS OF

  CONSTRUCTION . . . . . . . . . . . . . . . . . . . 103

  CHAPTER 12-31C RADIATION SHIELDING STANDARDS . . 105

  CHAPTER 12-71 AIR FILTERS. . . . . . . . . . . . . . . . . . . . . . . 107

  CHAPTER 12-72-1 PROTECTIVE SIGNALING SYSTEMS . . . 109

  CHAPTER 12-72-2 PROTECTIVE SIGNALING SYSTEMS . . . 123

  CHAPTER 12-72-3 PROTECTIVE SIGNALING SYSTEMS . . . 133

  HISTORY NOTE APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . . . 157

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  PART 12 CROSS REFERENCE TABLE

  (Cross reference table is nonregulatory, intended only as an aid to the code user.)

• CRSC § 1.5 Medium relevance — show source text

  ;
  clips D, E, F, G; diagonal wire reinforcement;
  1/2″ plaster, 1.5:2.5.|145 psf|2 hrs
  46 min|||3|3, 8|23/4| |F/C-S-5|1/2″|10′ × 13′6″; S.J. 103, 24″ o.c.; deck: 2″
  concrete, 1:2:4; membrane: furring 16″ o.c.;
  clips A, B, G; no extra reinforcement;
  1/2″ plaster, 1.5:2.5.|145 psf|1 hr
  4 min|||3|2, 3, 8|1| |F/C-S-6|1/2″|10′ × 13′6″; S.J. 103, 24″ o.c.; deck: 2″
  concrete, 1:2:4; membrane: furring 16″ o.c.;
  clips D, E, F, G; hexagonal mesh
  reinforcement;1/2″ plaster.|145 psf|3 hrs
  28 min|||3|2, 4, 8|21/3| |F/C-S-7|1/2″|10′ × 13′6″; S.J. 103, 24″ o.c.; deck: 4 lbs rib
  lath; 6″ × 6″ 10 × 10 gage reinforcement; 2″
  deck gravel concrete; membrane: furring 16″
  o.c.; clips C, E; reinforcement: none;1/2″ plas-
  ter, 1.5:2.5 mill mix.|N/A|55 min|||3|5, 8|3/4|

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  RESOURCE A—GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES

  TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	MEMBRANE THICKNESS	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	MEMBRANE THICKNESS	CONSTRUCTION DETAILS	LOAD	TIME	PRE-BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  F/C-S-8	1/2″	Spec. 9′ × 4′4″; S.J. 103 bar joists, 18″ o.c.

• CRSC § 8-34 Medium relevance — show source text

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  COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL

  SYSTEM OPERATIONS TRAINING

  COMPLIANCE FORM

  CALGreen Commissioning Requirement 5.410.2.5.2, System Operations Training

  5.410.2.5.2 Systems Operations Training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following.

  (See elements checklist below.)

  The written training program includes the checked elements listed below.

  Col1	TRAINING PROGRAM ELEMENTS	INCLUDED
  1.	System/equipment overview (what it is, what it does, and with what other systems and/or equipment it interfaces)	
  2.	Review and demonstration of servicing and preventive maintenance	
  3.	Review of the information in the systems manual	
  4.	Review of the record drawings on the system/equipment	

  The owner or owner’s representative attests that when the appropriate maintenance staff are made available prior to certificate of occupancy that the written training program was executed with these staff. Or, if appropriate maintenance staff are not available, that the written training program was submitted and approved by the owner or owner’s representative.

  ---

  Owner/Owner’s Representative Signature Date

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  COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL

  SYSTEM OPERATIONS TRAINING

  COMPLIANCE FORM

  THIS FORM IS TO BE COMPLETED PRIOR TO INSPECTION

  Project Address: _________________________________________________________

  Permit Number: _____________________________

  Part One: Systems Manual

  ITEM #	SYSTEMS MANUAL ELEMENTS	PAGE NUMBER IN MANUAL
  	SITE INFORMATION
  1	General (i.e. address, acreage, local utility information, other)
  2	Facility description (i.e. use/function, square footage, occupancy type, construction type, basis of design, location of major systems and equipment)
  3	Project history (i.e. project requirements (BOD/OPR), project undocumented events, record drawings and documents, final control drawings and schematics, final control sequences, construction documents)
  4	Current requirements (i.e. building operating schedules, space temperature, humidity, pressure, CO2 setpoints, summer and winter setback schedules, chilled and hot water temperatures, as-built control setpoints and parameters)
  	SITE CONTACT INFORMATION
  5	Owner information
  6	Emergency contacts
  7	Design team (i.e. architect, mechanical engineer, electrical engineer, other)
  8	Prime contractor contact information
  9	Subcontractor information
  10	Equipment supplier contact information
  	BASIC OPERATIONS AND MAINTENANCE
  11	Basic operation (i.e. narratives of basic equipment operation, interfaces, interlocks and interaction with other equipment and systems, initial maintenance provided by the contractor)
  12	General site-operating schedules (i.e. instructions for changes in major system operating schedules,

• CRSC § 12-16 Medium relevance — show source text

  CHAPTER 12-16-1 ENGINEERING REGULATIONS—QUALITY

  AND DESIGN OF THE MATERIALS OF

  CONSTRUCTION . . . . . . . . . . . . . . . . . . . 101

  CHAPTER 12-16-2 ENGINEERING REGULATIONS—QUALITY

  AND DESIGN OF THE MATERIALS OF

  CONSTRUCTION . . . . . . . . . . . . . . . . . . . 103

  CHAPTER 12-31C RADIATION SHIELDING STANDARDS . . 105

  CHAPTER 12-71 AIR FILTERS. . . . . . . . . . . . . . . . . . . . . . . 107

  CHAPTER 12-72-1 PROTECTIVE SIGNALING SYSTEMS . . . 109

  CHAPTER 12-72-2 PROTECTIVE SIGNALING SYSTEMS . . . 123

  CHAPTER 12-72-3 PROTECTIVE SIGNALING SYSTEMS . . . 133

  HISTORY NOTE APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . . . 157

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  PART 12 CROSS REFERENCE TABLE

  (Cross reference table is nonregulatory, intended only as an aid to the code user.)

  PART 12 STANDARD	SUBJECT	ADOPTING AGENCY	ASSOCIATED TITLE 24 BUILDING STANDARD
  Chapter 12-3	Releasing systems for security bars in dwellings	SFM	Part 2, Sections 1031.2.1, 1031.6, 1032.7 Part 2.5, Sections R319.1.1 and R319.4.4 Part 9, Sections 1031.2.1, 1031.6, 1032.7 Appendix 4 Section 452.1.5 and Title 19 provisions 4.1, 4.2, 4.3, 4.4, 4.5, 4.6 reprinted in Part 9 Part 10, Section 505.4
  Chapter 12-4A	Laboratory animal quarters standards	DPH	Part 2, Section 1236
  Chapter 12-4-1	Stage and Platforms	SFM	Part 2, Sections 410.2.7, 410.2.7.1, 410.2.7.2 Part 9, Sections 105.6.51, 4809
  Chapter 12-7-1	Fire-resistive standards.

• CRSC § 12-7 Medium relevance — show source text

  252—2022_|||X||||||||||||||||||||| |NFPA 257—2022|||X||||||||||||||||||||| |SFM 12-7A-1|||X||||||||||||||||||||| |SFM 12-7A-2|||X||||||||||||||||||||| |SFM 12-7A-3|||X||||||||||||||||||||| |SFM 12-7A-4|||X||||||||||||||||||||| |SFM 12-7A-4A|||X||||||||||||||||||||| |UL 9—2009|||X||||||||||||||||||||| |UL 10B—2008|||X||||||||||||||||||||| |UL 10C—2016|||X||||||||||||||||||||| |UL 94—2023|||X||||||||||||||||||||| |UL 263_—2011|||X||||||||||||||||||||| |UL 723—2018|||X||||||||||||||||||||| |UL 790—2022_|||X|||||||||||||||||||||

  • The California Code of Regulations (CCR), Title 19, Division 1 provisions that are found in the California Wildland-Urban Interface Code are a reprint from the current CCR, Title 19, Division 1 text for the code user’s convenience only. The scope, applicability and appeals procedures of CCR, Title 19, Division I remain the same. The state agency does not adopt sections identified by the following symbol: The Office of the State Fire Marshal’s adoption of this chapter or individual sections is applicable to structures regulated by other state agencies pursuant to Section 1.11.

  The California Code of Regulations (CCR), Title 14, Division 1.5 provisions that are found in the California Wildland-Urban Interface Code are not listed in the Matrix Adoption Tables as they are not within the State Fire Marshal’s authority to adopt. These provisions are a reprint from the current CCR, Title 14, Division 1.5 text for the code user’s convenience only and are identified in the body of the code by square brackets containing references to applicable Title 14 sections.

  2025 CALIFORNIA WILDLAND-URBAN INTERFACE CODE 7-1

  on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.

  7-2 2025 CALIFORNIA WILDLAND-URBAN INTERFACE CODE

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  7 REFERENCED STANDARDS

  User notes:

  About this chapter: This code contains numerous references to standards promulgated by other organizations that are used to provide requirements for materials and methods of construction. This chapter contains a comprehensive list of all standards that are referenced in this code. These standards, in essence, are part of this code to the extent of the reference to the standard.

  This chapter lists the standards that are referenced in various sections of this document. The standards are listed herein by the promulgating agency of the standard, the standard identification, the effective date and title, and the section or sections of this document that reference the standard.

  AASHTO American Association of State and Highway Transportation Officials, 444 North Capitol Street, NW, Suite 249, Washington, DC 20001