Chapter 35 — REFERENCED STANDARDS
2025 California Building Code (Title 24, Part 2) · 2025 edition · updated 2026-07-29 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
User notes:
About this chapter: The California Building 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.
[DSA-SS, DSA-SS/CC, OSHPD 1 & 4] Reference to other chapters. In addition to the code sections referenced, the standards listed in this chapter are applicable to the respective code sections in Chapters 16A, 17A, 18A, 19A, 21A and 22A.
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. The application of the referenced standards shall be as specified in Section 102.4.
AA Aluminum Association, 1400 Crystal Drive, Suite 430, Arlington, VA 22202
ADM—2020: Aluminum Design Manual
1604.3.5, 2002.1
ASM 35—00: Aluminum Sheet Metal Work in Building Construction (Fourth Edition)
2002.1
AAMA American Architectural Manufacturers Association, 1900 E Golf Road, Suite 1250, Schaumburg, IL 60173
711—22: Specification for Self-Adhering Flashing Used for Installation of Exterior Wall Fenestration Products
1404.4
714—23: Voluntary Specification for Liquid-Applied Flashing Used to Create a Water-Resistive Seal around Exterior Wall Openings in Buildings
1404.4
1402—09: Standard Specifications for Aluminum Siding, Soffit and Fascia
1403.5.1
2502—19: Comparative Analysis Procedure for Window and Door Products
1709.5
AAMA/WDMA/CSA 101/I.S.2/A440—22: North American Fenestration Standard/Specification for Windows, Doors, and Skylights
1709.5.1, 2405.5 , 1709A.5.1
501.4-18: Recommended Static Test Method for Evaluating Curtain Wall and Storefront Systems Subjected to Seismic and Wind Induced Interstory Drifts
[OSHPD 1 & 4] Section 7.2.5, Replace “elastic design displacement” with “design story drifts associated with the design earthquake”.
2410.1 501.6-18: Recommended Dynamic Test Method for Determining the Seismic Drift… ¶
501.6-18: Recommended Dynamic Test Method for Determining the Seismic Drift Causing Glass Fallout from a Wall System
2410.1 TIR A8-16: Structural Performance of Composite Thermal Barrier Framing Systems ¶
TIR A8-16: Structural Performance of Composite Thermal Barrier Framing Systems
2411.1 ACI American Concrete Institute, 38800 Country Club Drive, Farmington Hills, MI… ¶
ACI American Concrete Institute, 38800 Country Club Drive, Farmington Hills, MI 48331-3439
117—10: Specification for Tolerances for Concrete Construction and Materials
1901.7.1
216.1—14: Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies Table 721.1(2), 722.1
318—19: Building Code Requirements for Structural Concrete 722.2.4.3, 1604.3.2, 1616.2.1, 1616.3.1, 1704.5, Table 1705.3, 1705.3.2, 1705A.3.9, Table 1705A.3, 1808.8.2, Table 1808.8.2, 1808.8.5, 1808.8.6, 1809.14, 1810.1.3, 1810.2.4.1, 1810.3.2.1.1, 1810.3.2.1.2, 1810.3.8, 1810.3.9.2, 1810.3.9.4.2.1, 1810.3.9.4.2.2, 1810.3.10.1, 1810.3.11, 1810.3.11.1, 1810.3.12, 1810.3.12, 1810.3.13, 1810A.3.10.4, 1901.2, 1901.3, 1901A.3, 1901.3.4.4, 1902.1, 1902A.1, 1903A, 1903.1, 1904A, 1904.1, 1904.2, 1905A, 1905.1, 1905.2, 1905.3, 1905.4, 1905.5.1, 1905.6, 1905.6.2, 1905.7, 1905.7.1, 1905.7.2, 1907.1, 1908.1, 1909.2.6.4, 1909.3, 1909.4, 1910.3, 1910A.5.4
355.2—22: Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary
1617A.1.19, 1901.3.2
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
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REFERENCED STANDARDS
355.4—19(21): Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary
1617A.1.19, 1901.3.3
440.2R—17: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures
1911.3, 1911A.3
440.11—22: Structural Concrete Buildings Reinforced Internally with Fiber Reinforced Polymer (FRP) Bars – Code Requirements
1901.2.1
506R—16: Guide to Shotcrete
1908.1, 1908A.1
506.2—13 (18): Specification for Shotcrete
1705A.3.9, 1908.1, 1908A.1, 1909.4
506.4R—19: Guide for the Evaluation of Shotcrete
1908.1, 1908A.1, 1909.4
506.6T—17: Visual Shotcrete Core Quality Evaluation
1908.1, 1908A.1, 1909.4
548.15-20: Specification for Crack Repair by Epoxy Injection
1911.2, 1911A.2
550.5—18: Code Requirements for the Design of Precast Concrete Diaphragms for Earthquake Motions
Table 1705.3
ITG—7-09: Specification for Tolerances for Precast Concrete
1901.7.2
AISC American Institute of Steel, 130 East Randolph Street, Suite 2000, Chicago, IL 60601-6219
ANSI/AISC 341—22: Seismic Provisions for Structural Steel Buildings 1705.13.1.1, 1705.13.1.2, 1705.14.1.1, 1705.14.1.2, Table 1705A.2.1, 1810.3.5.3.1, 2202.2.1.1, 2202.2.1.2, 2202.2.2, 2202A.5, 2205.3,
2215.2 ANSI/AISC 358—22: Prequalified Connections for Special and Intermediate Steel… ¶
ANSI/AISC 358—22: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications Table 1705A.2.1, 2202.2.1, 2202.2.1.2, 2202.3, 2202A.3, 2202A.6, 2215.3, 2205A, 2205.4, 2206A.2, 2206.2.1
ANSI/AISC 360—22: Specification for Structural Steel Buildings 722.5.2.2.1, 1604.3.3, 1705.2.1, 1705A.2.1, Table 1705A.2.1, 1705A.2.5, 2201A.5.1, 2202.1, 2202.2.1.1, 2204.4, 2204A.4, 2215.1.1, 2215A.1.2, 2215A.2.1
ANSI/AISC 370—21: Specification for Structural Stainless Steel Buildings 1705.2.2, 1705.2.2, Table 1705A.2.1, 1705A.2.2, 2203.1
AISI American Iron and Steel Institute, 25 Massachusetts Avenue, NW Suite 800, Washington, DC 20001
AISI S100—16(2020) w/S2—20: North American Specification for the Design of Cold-Formed Steel Structural Members, 2016 Edition (Reaffirmed 2020), with Supplement 2, 2020 Edition
1604.3.3, 1905.7.2, 2204, 2204.2.2, 2204A.1
AISI S202—20: Code of Standard Practice for Cold-formed Steel Structural Framing, 2020 Edition
2206.1.3.1, 2206.1.3.1
AISI S220—20: North American Standard for Cold-Formed Steel Nonstructural Framing, 2020 Edition 2203.1, 2206.2, 2206.3, Table 2506.2, Table 2507.2
AISI S230—2019: North American Standard for Cold-formed Steel Framing—Prescriptive Method for One and Two Family Dwellings, 2019 Edition
1609.1.1, 1609.1.1.1, 2204.1, 2206.1.2
AISI S240—20: North American Standard for Cold-Formed Steel Structural Framing, 2020 Edition Table 1404.5.2.1, Table 1404.5.2.2, Table 1705A.2.1, 1709A.2.9, 2206.1, 2206.1.1.1, 2206.1.3.3, 2206.3, 2212.1, 2206A.2, Table 2506.2, Table 2507.2
AISI S310—20 w/S1—22: North American Standard for the Design of Profiled Steel Diaphragm Panels, with Supplement 1, 2022 Edition
2204.1, 2208.1
AISI S400—20: North American Standard for Seismic Design of Cold-formed Steel Structural Systems, 2020 Edition
2204.2.1, 2204.2.2, 2206.1.1.1, 2206.1.1.2 , 2215A.4.3
35-6 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
ALI Automotive Lift Institute, Inc., P.O. Box 85, Cortland, NY 13045
ALI ALCTV—2022: Standard for Automotive Lifts—Safety Requirements for Construction, Testing and Validation (ANSI)
Table 3001.3
AMCA Air Movement and Control Association International, 30 West University Drive, Arlington Heights, IL 60004
ANSI/AMCA 540—23: Test Method for Louvers Impacted by Wind Borne Debris
1609.2.1
ANSI American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036
A13.1—2020: Scheme for the Identification of Piping Systems
415.11.7.5
A108.1A—17: Installation of Ceramic Tile in the Wet-set Method, with Portland Cement Mortar
2103.2.3
A108.1B—17: Installation of Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry-set or Latex-Portland Cement
Mortar
2103.2.3
A108.4—19: Installation of Ceramic Tile with Organic Adhesives or Water-cleanable Tile-setting Epoxy Adhesive
2103.2.3.6
A108.5—21: Setting of Ceramic Tile with Dry-Set Cement Mortar, Modified Dry-Set Cement Mortar, EGP (Exterior Glue Plywood) Modified Dry-Set Cement Mortar, or Improved Modified Dry-Set Cement Mortar
2103.2.3.1, 2103.2.3.2
A108.6—99 (Reaffirmed 2019): Installation of Ceramic Tile with Chemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy
2103.2.3.3
A108.8—99 (Reaffirmed 2019): Installation of Ceramic Tile with Chemical-resistant Furan Resin Mortar and Grout
2103.2.3.4
A108.9—99 (Reaffirmed 2019): Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout
2103.2.3.5
A108.10—17: Installation of Grout in Tilework
2103.2.3.7
A118.1—19: American National Standard Specifications for Dry-Set Cement Mortar
2103.2.3.1
A118.3—21: American National Standard Specifications for Chemical-resistant, Water-cleanable Tile-setting and -grouting Epoxy and Water Cleanable Tile-setting Epoxy Adhesive
2103.2.3.3
A118.4—19: American National Standard Specifications for Modified Dry-set Cement Mortar
2103.2.3.2
A118.5—99 (Reaffirmed 2021): American National Standard Specifications for Chemical Resistant Furan Mortars and Grouts for Tile Installation
2103.2.3.4
A118.6—19: American National Standard Specifications for Standard Cement Grouts for Tile Installation
2103.2.3.7
A118.8—99: American National Standard Specifications for Modified Epoxy Emulsion Mortar/Grout
2103.2.3.5
A136.1—20: American National Standard Specifications for Organic Adhesives for Installation of Ceramic Tile
2103.2.3.6
A137.1—22: American National Standard Specifications for Ceramic Tile
202
A137.3—22: American National Standard Specification for Gauged Porcelain Tile and Gauged Porcelain Tile Panels/Slabs
202
E1.21—2020: Entertainment Technology—Temporary Structures Used for Technical Production of Outdoor Entertainment Events
3103.6.3, 3103.8
ES1.7—2021: Event Safety Requirements - Weather Preparedness
3103.8
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
S3.41: American National Standard Specifications for Audible Emergency Evacuation Signal
907.5.2.1.4
Z 97.1—2015 (Reaffirmed 2020): Safety Glazing Materials Used in Buildings—Safety Performance Specifications and Methods of
Test
2406.1.2, 2406.2, Table 2406.2(2), 2406.3.1, 2407.1, 2407.1.4, 2408.2.1, 2408.3, 2409.2, 2409.3, 2409.4.1
APA APA - Engineered Wood Association, 7011 South 19th Street, Tacoma, WA 98466-7400
ANSI 117—2020: Standard Specification for Structural Glued Laminated Timber of Softwood Species
2306.1
ANSI/APA A190.1—2022: Product Standard for Structural Glued Laminated Timber
1705.5.5, 2303.1.3, 2306.1
ANSI/APA PRG 320—2019: Standard for Performance-rated Cross-laminated Timber
602.4, 2303.1.4
ANSI/APA PRP 210—2019: Standard for Performance-Rated Engineered Wood Siding 2303.1.5, 2304.7, 2306.3, Table 2306.3(1)
ANSI/APA PRR 410—2021: Standard for Performance-Rated Engineered Wood Rim Boards
2303.1.13
APA PDS Supplement 1—23: Design and Fabrication of Plywood Curved Panels
2306.1
APA PDS Supplement 2—23: Design and Fabrication of Plywood-lumber Beams
2306.1
APA PDS Supplement 3—23: Design and Fabrication of Plywood Stressed-skin Panels
2306.1
APA PDS Supplement 4—23: Design and Fabrication of Plywood Sandwich Panels
2306.1
APA PDS Supplement 5—23: Design and Fabrication of All-plywood Beams
2306.1
APA PDS—20: Panel Design Specification
2306.1
APA R540—19: Builder Tips: Proper Storage and Handling of Glulam Beams
2306.1
APA S475—20: Glued Laminated Beam Design Tables
2306.1
APA S560—20: Technical Note: Field Notching and Drilling of Glued Laminated Timber Beams
2306.1
APA T300—23: Glulam Connection Details
2306.1
APA X440—23: Product Guide: Glulam
2306.1
APA X450—23: Glulam in Residential Building—Construction Guide
2306.1
ASABE American Society of Agricultural and Biological Engineers, 2950 Niles Road, St. Joseph, MI 49085
EP 484.3 DEC2017 (R2022): Diaphragm Design of Metal-clad, Wood-frame Rectangular Buildings
1807.3, 2306.1
EP 486.3 SEP2017 (R2021): Shallow-post and Pier Foundation Design
1807.3, 2306.1
EP 559.1 AUG2010 (R2019): Design Requirements and Bending Properties for Mechanically Laminated Wood Assemblies
2306.1
35-8 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
ASCE/SEI American Society of Civil Engineers Structural Engineering Institute, 1801 Alexander Bell Drive, Reston, VA 20191
7—22: Minimum Design Loads and Associated Criteria for Buildings and Other Structures with Supplement 1 104.11, 202, Table 1504.2, 1504.8, Table 1504.8, 1510.7.1, 1602.1, 1603.1.4, 1603A.1.5, 1603A.2, Table 1604.3, 1604.4, 1604A.4, 1604.5, Table 1604.5, 1604.8.2, 1604.9, 1605.1, 1605.1.1, 1605.2, 1606.3, 1607.9.1, 1607.9.1.1, 1607.9.1.2, 1607.10, 1607.12, 1608.1, 1608.2, Figure 1608.2(1), 1608.3, 1609.1.1, 1609.2, 1609.3, 1609.5, 1609.6.1, 1609.6.3.1, 1609.6.3.2, 1609.7, 1611.1, 1611.2, 1612.2, 1613.1, 1613.2, 1613.3, 1613.4, 1613.5, 1613.6, 1614.1, 1615.1, 1617, 1617A, 1705.13, 1705.13.1.1, 1705.13.1.2, 1705.13.4, 1705.14.1.1, 1705.14.1.2, 1705.14.2, 1705.14.3, 1705.14.4, 1709.5, 1709.5.3.1, 1802.1, 1803.5.12, 1803A.6, 1806.1, 1807A.2.5, 1808.3, 1808.3.1, 1809.13, 1809.14, 1809.14, 1810.3.1.1, 1810.3.6.1, 1810.3.8, 1810.3.9.2, 1810.3.9.4, 1810.3.9.4.1, 1810.3.9.4.2, 1810.3.11.2, 1810.3.12, 1811A.4, 1902.1, 1902.1.1, 2202.2.1, 2202.2.1.1, 2202.2.1.2, 2202.2.2, 2204.2.1, 2204.2.2, 2206.1.1.1, 2209.2, 2210A.2, 2211.1, 2212.1, 2212A.1.1, 2212A.2.4, Table 2304.6.1, Table 2306.3(3), Table 2308.11.4, 2404.1, 2410.1.1, 2410.1.2, 2505.1, 2505.2, 2506.2.1, 3115.8.4.2
8—22: Standard Specification for the Design of Cold-Formed Stainless Steel Structural Members
1604.3.3, 2205.1, 2211.
19—16: Structural Applications of Steel Cables for Buildings
2214.1
24—14: Flood Resistant Design and Construction
1202.4.2, 1202.4.4, 1612.2, 1612.4, 2702.1.8, 3001.3
29—05: Standard Calculation Methods for Structural Fire Protection
722.1
32—01: Design and Construction of Frost-Protected Shallow Foundations
1809.5
37 — 2017: Design Loads on Structures during Construction
1617A.1.18
41—13: [OSHPD 1 SPC-2 and SPC-4D only] Seismic Evaluation and Retrofit of Existing Buildings
1603A.2 41—17: [DSA-SS, DSA-SS/CC] Seismic Evaluation and Retrofit of Existing Buildings ¶
41—17: [DSA-SS, DSA-SS/CC] Seismic Evaluation and Retrofit of Existing Buildings
1603A.2 41 — 23: [DSA-SS, DSA-SS/CC] [OSHPD 1, 1R, 2, 4 and 5] Seismic Evaluation and… ¶
41 — 23: [DSA-SS, DSA-SS/CC] [OSHPD 1, 1R, 2, 4 and 5] Seismic Evaluation and Retrofit of Existing Buildings
1603A.2 49—21: Wind Tunnel Testing for Buildings and Other Structures ¶
49—21: Wind Tunnel Testing for Buildings and Other Structures
1609.1.1
55—16: Tensile Membrane Structures
3102.2
ASHRAE ASHRAE, 180 Technology Parkway, Peachtree Corners, GA 30092
90.1—2022: Energy Standard for Sites and Buildings Except Low-Rise Residential Buildings
1202.1
170—2021: Ventilation of Health Care Facilities
1020.6
171 — 2017: Method of Testing for Rating Seismic and Wind Restraints
1705.14.2, 1705A.14.2
ASME American Society of Mechanical Engineers, Two Park Avenue, New York, NY 10016
A17.1—2022/CSA B44—22: Safety Code for Elevators and Escalators
11B-407.1, 11B-407.1.1, 11B-407.4.9, 11B-408.1, 11B-409.1, 11B-411.1, 11B-810.9, 1607.12.1, 1612.2, 1613.5
A17.1—CSA B44: the edition as referenced in: California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders Safety Code for Elevators and Escalators 907.3.3, 911.1.6, 1009.4.1, 3001. 3, Table 3001.3, 3001.5, 3002.5, 3002.6.1, 3003.2, 3007.1, 3008.1.4, 3008.7.1
A17.7—2007/CSA B44—07(R2019): Performance-based Safety Code for Elevators and Escalators Table 3001.3, 3001.5, 3002.5
A18.1—2023: Safety Standard for Platform Lifts and Stairway Chairlifts 1110.11, Table 3001.3
A90.1—2020: Safety Standard for Belt Manlifts
Table 3001.3
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
B16.18—2023: Cast Copper Alloy Solder Joint Pressure Fittings
909.13.1
B16.22—2023: Wrought Copper and Copper Alloy Solder Joint Pressure Fittings
909.13.1
B20.1—2024: Safety Standard for Conveyors and Related Equipment Table 3001.3, 3004.3
BPE—2009: Bio-processing Equipment Standard
B31.3 —2014: [SLC] Process Piping ¶
415.11.6
B31.3—2022: Process Piping
415.11.7
ASSP American Society of Safety Professionals, 520 N. Northwest Highway, Park Ridge, IL 60068
ANSI/ASSP Z359.1—2020: The Fall Protection Code
1015.6, 1015.7
ASTM ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428
A6/A6M—21: Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet Piling
1810.3.2.3, 1810.3.5.3.1, 1810.3.5.3.3
A36/A36M—19: Specification for Carbon Structural Steel
1810.3.2.3
A153/A153M—2016A: Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
2304.10.6
A227/A227M—17: Standard Specification for Steel Wire, Cold-Drawn for Mechanical Springs
1211.1.1
A229/A229M—17: Standard Specification for Steel Wire, Quenched and Tempered for Mechanical Springs
1211.1.1
A240/A240M—20a: Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications
Table 1507.4.3
A252/A252M—19: Specification for Welded and Seamless Steel Pipe Piles
1810.3.2.3
A283/A283M—2018: Specification for Low and Intermediate Tensile Strength Carbon Steel Plates
1810.3.2.3
A416/A416M—18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand, for Prestressed Concrete
1810.3.2.2
A463/A463M—15(2020)e1: Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process
Table 1507.4.3
A572/A572M—21e1: Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel
1810.3.2.3
A588/A588M—19: Specification for High-Strength Low-Alloy Structural Steel, up to 50 ksi (345 MPa)- Minimum Yield Point with Atmospheric Corrosion Resistance
1810.3.2.3
A615/A615M—20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
1704.5, 1810.3.10.2
A615/A615M— 22 : Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
1704.5, 1810.3.10.2
A641/A641M—19: Specification for Zinc-coated (Galvanized) Carbon Steel Wire
2304.10.6
A653/A653M—20: Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip
Process
Table 1507.4.3, 2304.10.6.1
35-10 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
A690/A690M—13a(2018): Standard Specification for High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments
1810.3.2.3
A706/A706M—2016: Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement 1704.5, Table 1705.3, 2107.3, 2108.3
A706/A706M— 22a : Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement 1704A.4, Table 1705A.3, 2107A.3, 2108A.3
A722/A722M—2018: Specification for High-Strength Steel Bars for Prestressed Concrete
1810.3.10.2, 1811.4, 1811A.4, 1812.4.2, 1812A.4.2
A755/A755M—18: Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products
Table 1507.4.3
A792/A792M—21a: Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process
Table 1507.4.3
A875/A875M—21: Standard Specification for Steel Sheet, Zinc-5%, Aluminum Alloy-Coated by the Hot-Dip Process
Table 1507.4.3
A924/A924M—20: Standard Specification for General Requirements for Steel Sheet, Metallic-coated by the Hot-Dip Process
Table 1507.4.3
A1064—22: : Standard Specification for Carbon-steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
1903.8, 1903A.8
B42—20: Specification for Seamless Copper Pipe, Standard Sizes
909.13.1
B43—20: Specification for Seamless Red Brass Pipe, Standard Sizes
909.13.1
B68/B68M—19: Standard Specification for Seamless Copper Tube, Bright Annealed
909.13.1
B88—20: Specification for Seamless Copper Water Tube
909.13.1
B101—12(2019): Specification for Lead-Coated Copper Sheet and Strip for Building Construction 1403.5.3, Table 1507.2.8.2, Table 1507.4.3
B209—21: Standard Specification for Aluminum and Aluminum-Alloy Steel and Plate
Table 1507.4.3
B251/B251M—2017: Specification for General Requirements for Wrought Seamless Copper and Copper-Alloy Tube
909.13.1
B280—20: Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service
909.13.1
B370—12(2019): Specification for Copper Sheet and Strip for Building Construction 1403.5.2, Table 1507.2.8.2, Table 1507.4.3
B695—2021: Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel
2304.10.2.1, 2304.10.6.1, 2304.10.6.3
C5—2018: Specification for Quicklime for Structural Purposes 2109.2.4.8.7, Table 2507.2
C22/C22M—00(2021): Specification for Gypsum
Table 2506.2
C27—1998(2018): Specification for Standard Classification of Fireclay and High-Alumina Refractory Brick
2111.6
C28/C28M—10(2020): Specification for Gypsum Plasters
Table 2507.2
C31/C31M—21a: Practice for Making and Curing Concrete Test Specimens in the Field
Table 1705.3
C33/C33M—2018: Specification for Concrete Aggregates
722.3.1.4, 722.4.1.1.3
C35/C35M—01(2019): Standard Specification for Inorganic Aggregates for Use in Gypsum Plaster
Table 2507.2
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
C55—2017: Specification for Concrete Building Brick
Table 722.3.2
C59/C59M—00(2020): Specification for Gypsum Casting Plaster and Molding Plaster
Table 2507.2
C61/C61M—00(2020): Specification for Gypsum Keene’s Cement
Table 2507.2
C62—2017: Standard Specification for Building Brick (Solid Masonry Units Made from Clay or Shale)
1807.1.6.3
C67/C67M—21: Test Methods of Sampling and Testing Brick and Structural Clay Tile
722.4.1.1.1, 2109.2.1.1
C73—2017: Specification for Calcium Silicate Brick (Sand-Lime Brick)
Table 722.3.2
C90—2021: Specification for Loadbearing Concrete Masonry Units Table 722.3.2, 1807.1.6.3, 2114.3
C91/C91M—2018: Specification for Masonry Cement
Table 2507.2
C94/C94M—21b: Specification for Ready-Mixed Concrete
110.3.1, 1705A.3.3.1
C140/C140M—22a: Test Method Sampling and Testing Concrete Masonry Units and Related Units
722.3.1.2
C141/C141M —14: Standard Specification for Hydrated Hydraulic Lime for Structural Purposes
2109.2.4.8.7
C150/C150M—21: Specification for Portland Cement 1909.2.2, 1910A.1, 1910.2.1, Table 2507.2
C172/C172M—2017: Practice for Sampling Freshly Mixed Concrete
Table 1705.3
C199—1984(2016): Test Method for Pier Test for Refractory Mortars
2111.6, 2111.9, 2113.12
C206—14: Specification for Finishing Hydrated Lime 2109.2.4.8.7, Table 2507.2
C208—2022: Specification for Cellulosic Fiber Insulating Board Table 1508.2, 2303.1.6
C216—21: Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale) Table 721.1(2), 1807.1.6.3
C270—19ae1: Specification for Mortar for Unit Masonry Table 721.1(2), 2105.3, 2105A.3, 2115.4.1
C315—2007(2021): Specification for Clay Flue Liners and Chimney Pots 2111.9, 2113.11.1, Table 2113.16(1)
C317/C317M—2000(2019): Specification for Gypsum Concrete
2514.1
C330/C330M—2017A: Specification for Lightweight Aggregates for Structural Concrete
202
C331/C331M—2017: Specification for Lightweight Aggregates for Concrete Masonry Units
722.3.1.4, 722.4.1.1.3
C406/C406M—15: Specification for Roofing Slate
1507.7.5
C472—20: Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete
Table 2506.2
C473—2019: Standard Test Methods for Physical Testing of Gypsum Panel Products
Table 2506.2
C474—15(2020): Standard Test Methods for Joint Treatment Materials for Gypsum Board Construction
Table 2506.2
35-12 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
C475/C475M—2017: Specification for Joint Compound and Joint Tape for Finishing Gypsum Board
Table 2506.2
C514—04(2020): Standard Specification for Nails for the Application of Gypsum Board Table 721.1(2), Table 721.1(3), Table 2506.2
C516—19: Specifications for Vermiculite Loose Fill Thermal Insulation
722.3.1.4, 722.4.1.1.3
C547—19: Specification for Mineral Fiber Pipe Insulation Table 721.1(2), Table 721.1(3)
C549—18: Specification for Perlite Loose Fill Insulation
722.3.1.4, 722.4.1.1.3
C552—22: Standard Specification for Cellular Glass Thermal Insulation
Table 1508.2
C557—2003(2017): Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing Table 2506.2, 2508.4
C578—19: Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation Table 1404.5.2.1, Table 1404.5.2.2, 1404.5.3.1, Table 1404.5.3.2, Table 1508.2, 2603.10
C587—2004(2018): Specification for Gypsum Veneer Plaster
Table 2507.2
C595/C595M—21: Specification for Blended Hydraulic Cements 1909.2.2, 1910A.1, Table 2507.2
C618—23e1: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
1909.2.2, 1910A.1
C631—2020: Standard Specification for Bonding Compounds for Interior Gypsum Plastering
Table 2507.2
C635/C635M—2017: Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings
2506.2.1
C635/C635M— 22 : Standard Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings
2506.2.1, 1617A.1.21
C636/C636M—19: Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels
808.1.1.1, 1617.11.16, 1617A.1.21
C652—21: Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale)
1807.1.6.3
C726—2017: Standard Specification for Mineral Wool Roof Insulation Board
Table 1508.2
C728—2017A: Standard Specification for Perlite Thermal Insulation Board
Table 1508.2
C744—2016: Specification for Prefaced Concrete and Calcium Silicate Masonry Units
Table 722.3.2
C754—20: Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products Table 2508.1, Table 2511.1.1
C836/C836M—2018(2022): Specification for High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course
1507.14.2
C840—20: Specification for Application and Finishing of Gypsum Board Table 2508.1, 2509.2
C841—2003(2018): Standard Specification for Installation of Interior Lathing and Furring Table 2508.1, Table 2511.1.1
C842—05(2021): Standard Specification for Application of Interior Gypsum Plaster Table 2511.1.1, 2511.3, 2511.4
C843—2017: Specification for Application of Gypsum Veneer Plaster
Table 2511.1.1
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
C844—2015(2021): Specification for Application of Gypsum Base to Receive Gypsum Veneer Plaster
Table 2508.1
C847—2018: Specification for Metal Lath
Table 2507.2
C887—20: Specification for Packaged, Dry Combined Materials for Surface Bonding Mortar
1805.2.2, 2103.2.2
C897—15(2020): Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters
Table 2507.2
C920—2018: Standard for Specification for Elastomeric Joint Sealants 703.7, Table 2506.2
C926—2021: Specification for Application of Portland Cement-Based Plaster 2109.2.4.8.6, 2109.2.4.8.8, 2510.3, Table 2511.1.1, 2511.3, 2511.4, 2512.1, 2512.1.2, 2512.2, 2512.6, 2512.8.2, 2512.9, 2513.7
C932—06(2019): Specification for Surface-Applied Bonding Compounds for Exterior Plastering
Table 2507.2
C933—2018: Specification for Welded Wire Lath
Table 2507.2
C946—2018: Standard Practice for Construction of Dry-Stacked, Surface-Bonded Walls
2103.2.2, 2114.5
C954—2018: Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 inch (0.84 mm) to 0.112 inch (2.84 mm) in Thickness
Table 2506.2, Table 2507.2
C956—04(2019): Specification for Installation of Cast-In-Place Reinforced Gypsum Concrete
2514.1
C957/C957M—2017: Specification for High-Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with Integral Wearing Surface
1507.14.2
C989—22: Standard Specification for Slag Cement for Use in Concrete and Mortars
1909.2.2, 1910.2.1, 1910A.1
C1002—20: Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs
722.7.2.2, Table 2506.2, Table 2507.2
C1007—20: Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories Table 2508.1, Table 2511.1.1
C1019—20: Test Method for Sampling and Testing Grout
2105A.3, 2105.3, 2115.4.1
C1029—20: Specification for Spray-Applied Rigid Cellular Polyurethane Thermal Insulation
1507.13.2
C1032—2018: Specification for Woven Wire Plaster Base
Table 2507.2
C1047—19: Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base Table 2506.2, Table 2507.2
C1063—21: Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-based Plaster 2109.2.4.8.5, 2510.3, Table 2511.1.1, 2512.1.1
C1088—20: Specification for Thin Veneer Brick Units Made from Clay or Shale Table 721.1(2)
C1157/C1157M—20a: Standard Performance Specification for Hydraulic Cement 1909.2.2, 1910A.1, Table 2507.2
C1167—2011(2017): Specification for Clay Roof Tiles
1507.3.4
C1177/C1177M—2017: Specification for Glass Mat Gypsum Substrate for Use as Sheathing Table 1508.2, Table 2506.2
C1178/C1178M—2018: Specification for Glass Mat Water-Resistant Gypsum Backing Panel Table 2506.2, Table 2509.2
35-14 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
C1186—2008(2016): Specification for Flat Fiber Cement Sheets
1403.9, 1404.17.1, 1404.17.2
C1249—18 (2023): Standard Guide for Secondary Seal for Sealed Insulated Glass Units for Structural Sealant Glazing Applications
2410.1.1
C1261—2013(2017)E1: Specification for Firebox Brick for Residential Fireplaces
2111.6, 2111.9
C1278/C1278M—2017: Specification for Fiber-Reinforced Gypsum Panels Table 1508.2, Table 2506.2
C1280—18: Specification for Application of Exterior Gypsum Panel Products for Use as Sheathing Table 2508.1, 2508.2
C1283—2015(2021): Practice for Installing Clay Flue Lining
2113.9.1, 2113.12
C1288—2017: Standard Specification for Fiber-Cement Interior Substrate Sheets
Table 2509.2
C1289—22: Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board Table 1404.5.2.1, Table 1404.5.2.2, Table 1508.2, 2603.10
C1313/C1313M—13(2019): Standard Specification for Sheet Radiant Barriers for Building Construction Applications
1510.4
C1325—21: Standard Specification for Fiber-Mat Reinforced Cementitious Backer Units
Table 2509.2
C1328/C1328M—19: Specification for Plastic (Stucco Cement)
Table 2507.2
C1372—17: Standard Specification for Dry-Cast Segmental Retaining Wall Units
1807.2.4
C1392—20: Standard Guide for Evaluating Failure of Structural Sealant Glazing
2410.1.2, 2410.1.3
C1394—20: Standard Guide for In-Situ Structural Silicone Glazing Evaluation
2410.1.3
C1396/C1396M—2017: Specification for Gypsum Board Figure 722.5.1(2), Figure 722.5.1(3), Table 2506.2
C1401—23: Standard Guide for Structural Sealant Glazing
2410.1 C1492—2003(2016): Standard Specification for Concrete Roof Tile ¶
C1492—2003(2016): Standard Specification for Concrete Roof Tile
1507.3.5
C1568—08(2020): Standard Test Method for Wind Resistance of Concrete and Clay Roof Tiles (Mechanical Uplift Resistance Method)
1504.3.1.1
C1569—03(2016): Standard Test Method for Wind Resistance of Concrete and Clay Roof Tiles (Wind Tunnel Method)
1504.3.1.2
C1570—03(2016): Standard Test Method for Wind Resistance of Concrete and Clay Roof Tiles (Air Permeability Method)
1504.3.1.3
C1586—20: Standard Guide for Quality Assurance of Mortars
2105.3, 2105A.3
C1600/C1600M—19: Standard Specification for Rapid Hardening Hydraulic Cement
Table 2507.2
C1629/C1629M—19: Standard Classification for Abuse-Resistant Nondecorated Interior Gypsum Panel Products and Fiber- Reinforced Cement Panels
403.2.2.1, 403.2.2.1, 403.2.2.3
C1658/C1658M—19e1: Standard Specification for Glass Mat Gypsum Panels
Table 2506.2
C1707—18: Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes
2109.2.4.8.7
— C1714/C1714M 23: Standard Specification for Preblended Dry Mortar Mix for Unit Masonry
2105.3, 2105A.3, 2115.4.1
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
C1766—2015(2019): Standard Specification for Factory-Laminated Gypsum Panel Products
Table 2506.2
C1788—20: Standard Specification for Non Metallic Plaster Bases (Lath) Used with Portland Cement Based Plaster in Vertical Wall Applications
2109.2.4.8.5
— C1823/C1823M 20: Standard Test Method for Shear Bond Strength of Adhered Dimension Stone
1413.2.1
C1902—20: Standard Specification for Cellular Glass Insulation Used in Building and Roof Applications 1508.2, Table 1508.2
D25—2012(2017): Specification for Round Timber Piles
1810.3.2.4, 2303.1.12
D41/D41M—2011(2016): Specification for Asphalt Primer Used in Roofing, Dampproofing and Waterproofing
Table 1507.10.2
D43/D43M—2000(2018): Specification for Coal Tar Primer Used in Roofing, Dampproofing and Waterproofing
Table 1507.10.2
D56—21a: Test Method for Flash Point by Tag Closed Cup Tester
202
D86—20b: Test Method for Distillation of Petroleum Products and Liquid Fuels at Atmospheric Pressure
202
D92—2018: Test Method for Flash and Fire Points by Cleveland Open Cup Tester
202
D93—20: Test Methods for Flash Point by Pensky-Martens Closed Cup Tester
202
D226/D226M—2017: Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing 1403.2, 1505.2, 1507.1.1, Table 1507.1.1(1), 1507.3.3, Table 1507.8, 1507.9.5, Table 1507.10.2, 1507.17.3, 1507.17.4.1
D227/D227M—2003(2018): Specification for Coal-Tar-Saturated Organic Felt Used in Roofing and Waterproofing
Table 1507.10.2
D312/D312M—2016a: Specification for Asphalt Used in Roofing
Table 1507.10.2
D448—2012(2017): Standard Classification for Sizes of Aggregate for Road and Bridge Construction
1507.12.3
D450/D450M—2017(2018): Specification for Coal-Tar Pitch Used in Roofing, Dampproofing and Waterproofing
Table 1507.10.2
D635—18: Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position
2606.4
D1143/D1143M—20: Standard Test Methods for Deep Foundation Elements Under Static Axial Compressive Load
1810.3.3.1.2
D1227—13(2019)e1: Specification for Emulsified Asphalt Used as a Protective Coating for Roofing
Table 1507.10.2
D1557—12(2021): Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort [56,000 ft-lbf/ft [3] (2,700 kN m/m [3] )]
1705.6, 1804.6
D1586—18e1: Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils
1813, 1813A.2
D1863/D1863M—2005(2018): Specification for Mineral Aggregate Used on Built-up Roofs Table 1504.8, Table 1507.10.2
D1929—20: Standard Test Method for Determining Ignition Temperature of Plastics 402.6.4.4, 406.7.2, Table 1507.1.1(1), Table 1507.1.1(2), 2606.4
D1970/D1970M—21: Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection 1507.1.1, Table 1507.1.1(1), Table 1507.1.1(2), 1507.3.9, 1507.5.7, 1507.8.8, 1507.9.9, 1507.11.2.1, 1507.17.4.1
D2178/D2178M—15A(2021): Specification for Asphalt Glass Felt Used in Roofing and Waterproofing
Table 1507.10.2
35-16 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
D2487—17e1: Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) Table 1610.1, 1803.5.1
D2626/D2626M—04(2020): Specification for Asphalt Saturated and Coated Organic Felt Base Sheet Used in Roofing 1507.1.1, Table 1507.1.1(1), 1507.3.3, Table 1507.10.2
D2737—21: Standard Specification for Polyethylene (PE) Plastic Tubing
D2822/D2822M—2005(2011)e1: Specification for Asphalt Roof Cement, Asbestos Containing
Table 1507.10.2
D2823/D2823M—05(2011)e1: Specification for Asphalt Roof Coatings, Asbestos Containing
Table 1507.10.2
D2824/D2824M—2018: Standard Specification for Aluminum-pigmented Asphalt Roof Coatings, Nonfibered and Fibered without Asbestos
Table 1507.10.2
D2843—22: Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics
2606.4
D2859—2016: Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials
804.4.1, 804.4.2
D2898—2010(2017): Standard Practice for Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing
1505.1, 2303.2.5, 2303.2.7
D3019/D3019M—2017: Specification for Lap Cement Used with Asphalt Roll Roofing, Nonfibered, Asbestos Fibered and Nonasbestos Fibered
Table 1507.10.2
D3161/D3161M—20: Test Method for Wind Resistance of Steep Slope Roofing Products (Fan Induced Method) 1504.2, Table 1504.2, 1504.4.3, 1504.4.4
D3200—1974(2017): Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles
2303.1.12
D3201/D3201M—20: Test Method for Hygroscopic Properties of Fire-Retardant Wood and Wood-Base Products
2303.2.8
D3278—21: Test Methods for Flash Point of Liquids by Small Scale Closed-Cup Apparatus
202
D3462/D3462M—19: Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules
1507.2.4
D3468/D3468M—99(2020): Specification for Liquid-Applied Neoprene and Chlorosulfonated Polyethylene Used in Roofing and Waterproofing
1507.14.2
D3498—19a: Standard Specification for Adhesives for Field-Gluing Wood Structural Panels (Plywood or Oriented Strand Board) to Wood Based Floor System Framing
703.7
D3679—21: Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
1403.8, 1404.15
D3689/D3689M—2022: Test Methods for Deep Foundations under Static Axial Tensile Load
1810.3.3.1.5
D3737—2018E1: Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam)
2303.1.3
D3746/D3746M—1985(2015)E1: Test Method for Impact Resistance of Bituminous Roofing Systems
1504.7
D3747—79(2007): Specification for Emulsified Asphalt Adhesive for Adhering Roof Insulation
Table 1507.10.2
D3909/D3909M—14(2021): Standard Specification for Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules 1507.2.8.2, 1507.6.5, Table 1507.10.2
D3957—2009(2020): Standard Practices for Establishing Stress Grades for Structural Members Used in Log Buildings
2303.1.11
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
D3966—22: Standard Test Method for Deep Foundations Under Lateral Loads
1810A.3.3.2
D4022/D4022M—07(2012)e1: Specification for Coal Tar Roof Cement, Asbestos Containing
Table 1507.10.2
D4272—15: Test Method for Total Energy Impact of Plastic Films by Dart Drop
1504.7
D4318—2017e1: Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils
1803.5.3
D4434/D4434M—21: Specification for Poly (Vinyl Chloride) Sheet Roofing
Table 1507.12.2
D4479/D4479M—2007(2018): Specification for Asphalt Roof Coatings—Asbestos-Free
Table 1507.10.2
D4586/D4586M—2007(2018): Specification for Asphalt Roof Cement—Asbestos-Free
Table 1507.10.2
D4601/D4601M—04(2020): Specification for Asphalt-Coated Glass Fiber Base Sheet Used in Roofing Table 1507.10.2, 1507.11.2.1
D4637/D4637M—2015(2021): Specification for EPDM Sheet Used in Single-Ply Roof Membrane
Table 1507.12.2
D4829—21: Test Method for Expansion Index of Soils
1803.5.3
D4869/D4869M—2016A(2021): Specification for Asphalt-Saturated (Organic Felt) Underlayment Used in Steep Slope Roofing 1507.1.1, Table 1507.1.1(1), 1507.17.3, 1507.17.4.1
D4897/D4897M—2016: Specification for Asphalt-Coated Glass Fiber Venting Base Sheet Used in Roofing
Table 1507.10.2
D4945—2017: Test Method for High-Strain Dynamic Testing of Deep Foundations
1705.10, 1810.3.3.1.2
D4990—97a(2020): Specification for Coal Tar Glass Felt Used in Roofing and Waterproofing
Table 1507.10.2
D5019—07a(2013): Specification for Reinforced Nonvulcanized Polymeric Sheet Used in Roofing Membrane
Table 1507.12.2
D5055—19e1: Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists
2303.1.2
D5456—21e1: Standard Specification for Evaluation of Structural Composite Lumber Products
2303.1.10
D5516—2018: Test Method of Evaluating the Flexural Properties of Fire-Retardant Treated Softwood Plywood Exposed to Elevated Temperatures
2303.2.6.1
D5643/D5643M—2006(2018): Specification for Coal Tar Roof Cement, Asbestos-Free
Table 1507.10.2
D5664—2017: Test Methods for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Retardant-Treated Lumber
2303.2.6.2
D5665/D5665M—99a(2021): Specification for Thermoplastic Fabrics Used in Cold-Applied Roofing and Waterproofing
Table 1507.10.2
D5726—98(2020): Specification for Thermoplastic Fabrics Used in Hot-Applied Roofing and Waterproofing
Table 1507.10.2
D5778—20: Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils
1813, 1813A.2
D5878—19: Standard Guides for Using Rock-Mass Classification Systems for Engineering Purposes
1803.5.1
D5882—16: Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations
1705.10
D6083/D6083M—21: Specification for Liquid Applied Acrylic Coating Used in Roofing Table 1507.10.2, Table 1507.13.3
35-18 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
D6162/D6162M—2016: Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements
1507.11.2
D6163/D6163M—2016: Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements
1507.11.2
D6164/D6164M—2016: Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements
1507.11.2
D6222/D6222M—2016: Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using Polyester Reinforcements
1507.11.2
D6223/D6223M—2016: Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements
1507.11.2
D6298—2016: Specification for Fiberglass Reinforced Styrene-Butadiene-Styrene (SBS) Modified Bituminous Sheets with a Factory Applied Metal Surface
1507.11.2
D6305—21: Practice for Calculating Bending Strength Design Adjustment Factors for Fire-Retardant-Treated Plywood Roof Sheathing
2303.2.6.1
D6380/D6380M—2003(2018): Standard Specification for Asphalt Roll Roofing (Organic Felt) 1507.1.1, Table 1507.1.1(1), 1507.2.8.2, 1507.3.3, 1507.6.5
D6464—2003A(2017): Standard Specification for Expandable Foam Adhesives for Fastening Gypsum Wallboard to Wood Framing Table 2506.2, 2508.4
D6509/D6509M—2016: Standard Specification for Atactic Polypropylene (APP) Modified Bituminous Base Sheet Materials Using Glass Fiber Reinforcements
1507.11.2
D6694/D6694M—08(2013)E1: Standard Specification for Liquid-Applied Silicone Coating Used in Spray Polyurethane Foam Roofing Systems
Table 1507.13.3
D6754/D6754M—2015: Standard Specification for Ketone Ethylene Ester Based Sheet Roofing
Table 1507.12.2
D6757/D6757M—2018: Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep Slope Roofing 1507.1.1, Table 1507.1.1(1), 1507.17.3, 1507.17.4.1
D6760—16: Standard Test Method for Integrity Testing of Concrete Deep Foundations by Ultrasonic Crosshole Testing
1705.10
D6841—21: Standard Practice for Calculating Design Value Treatment Adjustment Factors for Fire-Retardant-Treated Lumber
2303.2.6.2
D6878/D6878M—2021: Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing
Table 1507.12.2
D6913/D6913M—17: Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis
1803.5.3
D6947/D6947M—2016: Standard Specification for Liquid Applied Moisture Cured Polyurethane Coating Used in Spray Polyurethane Foam Roofing System
Table 1507.13.3
D7032—2021: Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite and Plastic Lumber Deck Boards, Stair Treads, Guards and Handrails
705.2.3.1, 2612.2, 2612.4, 2612.5.1
D7147—21: Specification for Testing and Establishing Allowable Loads of Joist Hangers
2303.5, 2304.10.4
D7158/D7158M—20: Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method) 1504.2, Table 1504.2
D7254—2021: Standard Specification for Polypropylene (PP) Siding
1403.11
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
D7425/D7425M—13(2019): Standard Specification for Spray Polyurethane Foam Used for Roofing Applications
1507.13.2
D7655/D7655M—2012(2017): Standard Classification for Size of Aggregate Used as Ballast for Roof Membrane Systems
1507.12.3
D7672—19: Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies
2303.1.13
D7793—20: Standard Specification for Insulated Vinyl Siding
1403.14
D7949—14: Standard Test Methods for Thermal Integrity Profiling of Concrete Deep Foundations
1705.10
D7957/D7957M—17: Standard Specification for Solid Round Glass Fiber Reinforced Polymer Bars for Concrete Reinforcement
1901.2.1
D8223—19: Standard Practice for Evaluation of Fire-Retardant Treated Laminated Veneer Lumber
2303.2.6.3
D8257/D8257M—20: Standard Specification for Mechanically Attached Polymeric Roof Underlayment Used in Steep Slope Roofing 1507.1.1, Table 1507.1.1(1)
E84—21a: Standard Test Methods for Surface Burning Characteristics of Building Materials
202, 402.6.4.4, 406.7.2, 424.2, 602.4.1.1, 602.4.2.1, 602.4.3.1, 720.1, 720.4, 803.1.2, 803.5.2, 803.10, 803.11, 803.12, 803.13, 806.6, 1402.6, 1403.11.1, 1406.9, 1406.10.1, 1408.9, 1408.10.1, 1511.6.2, 1511.6.3, 2303.2, 2603.3, 2603.4.1.13, 2603.5.4, 2603.5.5, 2603.7, 2604.2.4, 2606.4, 2612.3, 2614.3, 3105.3
E90—2009(2016): Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements
1206.2, 1206.2.1
E96/E96M—21: Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials
202, 1202.3, 1404.3
E108—20a: Standard Test Methods for Fire Tests of Roof Coverings
1505.1, 2603.6, 2610.2, 2610.3
E119—20: Standard Test Methods for Fire Tests of Building Construction and Materials
705.8.5, 703.2.1.1, 703.2.1.3, 703.2.1.4, 703.2.1.5, 703.2.2, 703.4, 703.6, 704.11, 705.8, 707.6, 712.1.13.2, 714.4.1, 714.5.1, 715.3, 715.4, 715.4.1, Table 716.1(1), Table 716.1(2), Table 716.1(3), 716.1.2.3, 716.2.5.1.1, 716.2.5.4, 716.3.2.1.1, 717.3.1, 717.5.2, 717.5.3, 717.6.1, 717.6.2, Table 721.1(1), 2103.1, 2603.5.1
E136—2022: Standard Test Method for Assessing Combustibility of Materials Using a Vertical Tube Furnace at 750 Degrees C
703.3.1
E283/E283M—19: Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen
202
E330/E330M—14(2021): Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference
1709.5.2, 1709.5.2.1, 1709.5.3.1
E331—2000(2016): Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Uniform Static Air Pressure Difference
1402.2, 1403.2
E336—20: Standard Test Method for Measurement of Airborne Sound Attenuation between Rooms in Buildings
1206.2
E492—2009(2016)E1: Test Method for Laboratory Measurement of Impact Sound Transmission Through Floor-Ceiling Assemblies Using the Tapping Machine
1206.3
E580/E580M—22: Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions
1617.12.13, 1617A.1.21
E605/E605M—19: Test Method for Thickness and Density of Sprayed Fire-Resistive Material (SFRM) Applied to Structural Members
1705.15.4.1, 1705.15.4.2, 1705.15.4.5, 1705.15.5
E648—2017A: Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source
406.2.4, 424.2, 804.2, 804.3
35-20 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
E662—17a: Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials
804.4.1, 804.4.2
E681—09(2015): Test Methods for Concentration Limits of Flammability of Chemical Vapors and Gases
202
E736/E736M—19: Test Method for Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members
704.12.3.2, 1705.15.6
E814—2013A(2017): Standard Test Method for Fire Tests of Penetration Firestop Systems
202, 714.4.1.2, 714.4.2, 714.5.1.2
E970—2017: Standard Test Method for Critical Radiant Flux of Exposed Attic Floor Insulation Using a Radiant Heat Energy Source
720.3.1
E1007—21: Standard Test Method for Field Measurement of Tapping Machine Impact Sound Transmission through Floor-Ceiling Assemblies and Associated Support Structures
1206.3
E1300—2016: Practice for Determining Load Resistance of Glass in Buildings
2404.1, 2404.2, 2404.3.1, 2404.3.2, 2404.3.3, 2404.3.4, 2404.3.5
E1354—2017: Standard Test Method for Heat and Visible Smoke Release Rates for Materials and Products Using an Oxygen Consumption Calorimeter
424.2, 602.4.1.1, 602.4.2.1, 602.4.3.1, 1402.6
E1592—2005(2017): Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference
1504.4.2
E1602—2003(2017): Guide for Construction of Solid Fuel Burning Masonry Heaters
2112.2
E1886—19: Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials
1609.2, 1709.5.3.1
E1966—15(2019): Standard Test Method for Fire-Resistive Joint Systems
202, 715.3.1, 1709.5.3.1
E1996—20: Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes
1609.2, 1709.5.3.1
E2072—14: Standard Specification for Photoluminescent (Phosphorescent) Safety Markings
1025.4
E2174—20a: Standard Practice for On-site Inspection of Installed Fire Stops
1705.18.1
E2178—21a: Standard Test Method for Determining Air Leakage Rate and Calculation of Air Permeance of Building Materials
202
E2273—2018: Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies
1407.4.1, 2510.6.2
E2307—20: Standard Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using the Intermediate-Scale, Multistory Test Apparatus
715.4
E2353—21: Standard Test Methods for Performance of Glazing in Permanent Railing Systems, Guards and Balustrades
2407.1.2
E2392 / E2392M—10(2016): Standard Guide for Design of Earthen Wall Building Systems
2109.2.4.8.9.2
E2393—20a: Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers
1705.18.2
E2404—17: Standard Practice for Specimen Preparation and Mounting of Textile, Paper or Polymeric (Including Vinyl) and Wood Wall or Ceiling Coverings, Facing and Veneers to Assess Surface Burning Characteristics
803.5.2, 803.12, 1402.6
E2556/E2556M—2010(2016): Standard Specification for Vapor Permeable Flexible Sheet Water-resistive Barriers Intended for Mechanical Attachment
1403.2, 2510.6.1
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
E2568—2017A: Standard Specification for PB Exterior Insulation and Finish Systems
1407.2
E2570/E2570M—07(2019): Standard Test Methods for Evaluating Water-Resistive Barrier (WRB) Coatings Used under Exterior Insulation and Finish Systems (EIFS) or EIFS with Drainage
1407.4.1.1, 1705.17.1
E2573—19: Standard Practice for Specimen Preparation and Mounting of Site-fabricated Stretch Systems to Assess Surface Burning Characteristics
803.10
E2579—21: Standard Practice for Specimen Preparation and Mounting of Wood Products to Assess Surface Burning Characteristics
803.11
E2599—2018: Standard Practice for Specimen Preparation and Mounting of Reflective Insulation, Radiant Barrier and Vinyl Stretch Ceiling Materials for Building Applications to Assess Surface Burning Characteristics
2614.3
E2632/E2632M—13: Standard Test Method for Evaluating the Under-Deck Fire Test Response of Deck Materials
709A.3, 709A.4, 709A.4.1, 709A.5
E2634—2018: Standard Specification for Flat Wall Insulating Concrete Form (ICF) Systems
1903.3
E2652—18: Standard Test Method for Assessing Combustibility of Materials Using a Tube Furnace with a Cone-shaped Airflow Stabilizer, at 750 [o] C
703.3.1
E2707—15: Standard Test Method for Determining Fire Penetration of Exterior Wall Assemblies Using a Direct Flame Impingement Exposure
707A.3, 707A.3.1, 708A.3
E2726/E2726—12a: Standard Test Method for Evaluating the Fire-Test-Response of Deck Structures to Burning Brands
709A.3, 709A.4, 709A.4.2
E2751/E2751M—2017A: Practice for Design and Performance of Supported Laminated Glass Walkways
2409.1
E2768—11(2018): Standard Test Method for Extended Duration Surface Burning Characteristics of Building Materials (30 min Tunnel Test)
2303.2.1
E2837—2013(2017): Standard Test Method for Determining the Fire Resistance of Continuity Head-of-Wall Joint Systems Installed Between Rated Wall Assemblies and Nonrated Horizontal Assemblies
715.6
E2925—19a: Standard Specification for Manufactured Polymeric Drainage and Ventilation Materials Used to Provide a Rainscreen Function
2510.6.2
E3121—17: Standard Test Methods for Field Testing of Anchors in Concrete or Masonry
1901.3.4.3, 1910A.5.2, 1909.2.6.2, 1909.2.6.5, 1910A.5.5
F547—2017: Terminology of Nails for Use with Wood and Wood-Base Materials
Table 2506.2
F606/F606M—21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets
2213.1, 2213A.1
F1292—99: Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment
11B-1008.2.6.2
F1292—04: Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment
11B-1008.2.6.2
F1487—01: Standard Consumer Safety Performance Specification for Playground Equipment for Public Use
202-USE ZONE
F1667—21a: Specification for Driven Fasteners: Nails, Spikes and Staples Table 721.1(2), Table 721.1(3), Table 1404.5.3.1, Table 1404.5.3.2, 1507.2.5, 1507.16.5, 2303.6, Table 2304.10.2, 2304.10.6, Table 2506.2
35-22 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
F1951—99: Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment:
11B-1008.2.6.1
F2006—21: Standard Safety Specification for Window Fall Prevention Devices for Non-emergency Escape (Egress) and Rescue (Ingress) Windows
1015.8
F2090—21: Specification for Window Fall Prevention Devices with Emergency Escape (Egress) Release Mechanisms
1015.8.1, 1015.8
F2200—2017: Standard Specification for Automated Vehicular Gate Construction
3110.2
F2374—2021: Standard Practice for Design, Manufacture, Operation, and Maintenance of Inflatable Amusement Devices
3102
AWC American Wood Council, 222 Catoctin Circle SE, Suite 201, Leesburg, VA 20175
ANSI/AWC NDS—2024: National Design Specification (NDS) for Wood Construction—with 2018 [DSA-SS, DSA-SS/CC, OSHPD 1, 1R, 2, 4 and 5] 2024 NDS Supplement 202, 722.1, Table 1404.5.3.2, Table 1604.3, 1809.12, 1810.3.2.4, Table 1810.3.2.6, 1905.7.2, Table 2304.6.1, Table 2304.10.2, 2304.13, 2305.1.2, 2306.1, Table 2306.2(1), Table 2306.2(2), Table 2306.3(1), Table 2306.3(2), 2307.1
ANSI/AWC PWF—2021: Permanent Wood Foundation Design Specification
1805.2, 1807.1.4, 2304.10.6.2
ANSI/AWC SDPWS—2021: Special Design Provisions for Wind and Seismic 202, 1604.4, 2305.1, 2305.1.2, 2305.2, 2305.3, 2306.1, 2306.2, 2306.3, Table 2306.3(1), Table 2306.3(3), 2307.1
ANSI/AWC WFCM—2024: Wood Frame Construction Manual for One- and Two-Family Dwellings
1609.1.1, 1609.1.1.1, 2302.1, 2308.2.4, 2308.10.7.2, 2309.1
AWC STJR—2024: Span Tables for Joists and Rafters
2306.1.1, 2308.8.2.1, 2308.11.1, 2308.11.2
AWC WCD No. 4—2003: Wood Construction Data—Plank and Beam Framing for Residential Buildings
2306.1.2
AWCI Association of the Wall and Ceiling Industry, 513 West Broad Street, Suite 210, Falls Church, VA 22046
12-B—14: Technical Manual 12B, Third Edition; Standard Practice for the Testing and Inspection of Field Applied Thin Film Intumescent Fire-resistive Materials; an Annotated Guide
1705.16
AWPA American Wood Protection Association, P.O. Box 361784, Birmingham, AL 35236-1784
C1—03: All Timber Products—Preservative Treatment by Pressure Processes
1505.6
M4—21: Standard for the Handling, Storage, Field Fabrication and Field Treatment of Preservative-treated Wood Products
1810.3.2.4.1, 2303.1.9
U1—23: USE CATEGORY SYSTEM: User Specification for Treated Wood Except Commodity Specification H Table 1507.9.6, 1807.1.4, 1807.3.1, 1809.12, 1810.3.2.4.1, 1812.2, 1812A.2, 2303.1.9, 2304.12.1, 2304.12.2, 2304.12.2.6, 2304.12.2.7, 2304.12.2.8, 2306.1.3
AWS American Welding Society, 8669 NW 36 Street, #130, Miami, FL 33166-6672
B5.1—2013-AMD1: Specification for the Qualification of Welding Inspectors
1705.2.7, 1705A.2.7
D1.1/D1.1M—20: Structural Welding Code—Steel 1705.2.7, Table 1705A.2.1, 1705A.2.7, 2003.1, 2201.4.1, 2202.4.2, 2202.4.3, 2202.4.4, 2202.4.5, 2215.6.2, 2216.2, 2201A.4.1, 2202A.4.2, 2202A.4.3, 2202A.4.4, 2202A.4.5, 2216A.2
D1.2/D1.2M—14: Structural Welding Code—Aluminum
2003.1 D1.3/D1.3M—2018: Structural Welding Code—Sheet Steel ¶
D1.3/D1.3M—2018: Structural Welding Code—Sheet Steel Table 1705A.2.1, 1705.2.7, 1705A.2.7
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
D1.4/D1.4M—2018-AMD1: Structural Welding Code—Steel Reinforcing Bars 1704.5, 1705.2.7, Table 1705.3, 1705.3.1, 1704A.5 , 1705A.2.7, Table 1705A.3, 1705A.3.1, 1903.5, 1903A.5, 2107.3, 2107A.3
D1.6D/1.6M—2017: Structural Welding Code—Stainless Steel Table 1705A.2.1, 1705A.2.7
D1.8/D1.8M—2021: Structural Welding Code—Seismic Supplement Table 1705A.2.1, 1705.2.5, 1705A.2.7
QC1—2016: Specification for AWS Certification of Welding Inspectors
1705.2.7, 1705A.2.7
BHMA Builders Hardware Manufacturers’ Association 355 Lexington Avenue, 15th Floor New York, NY 10017
A156.10—2022: Power Operated Pedestrian Doors
1010.3.2, 11B-404.2.9, 11B-404.3
A156.19—2019: Power Assist and Low Energy Power Operated Doors
1010.3.2, 11B-404.2.9, 11B-404.3, 11B-408.3.2.1, 11B-409.3.1
A156.27—2019: Power and Manual Operated Revolving Pedestrian Doors
1010.3.1.1
A156.38—2019: Low Energy Power Operated Sliding and Folding Doors
1010.3.2
CEN European Committee for Standardization (CEN), Rue de la Science 23, Brussels, Belgium 1000
BS EN 15250—2007: Slow Heat Release Appliances Fired by Solid Fuel—Requirements and Test Methods
2112.2, 2112.5
EN 1081—98: Resilient Floor Coverings—Determination of the Electrical Resistance
406.7.1
CPA Composite Panel Association, 19465 Deerfield Avenue, Suite 306, Leesburg, VA 20176
ANSI A135.4—2012(R2020): Basic Hardboard
1403.3.1, 2303.1.7
ANSI A135.5—2012(R2020): Prefinished Hardboard Paneling
2303.1.7, 2304.7
ANSI A135.6—2012(R2020): Engineered Wood Siding
1403.3.2, 2303.1.7
ANSI A208.1—2016: Particleboard
2303.1.8, 2303.1.8.1
CPSC Consumer Product Safety Commission, 4330 East/West Highway, Bethesda, MD 20814
16 CFR Part 1201 (2002): Safety Standard for Architectural Glazing Material 2406.2, Table 2406.2(1), 2406.3.1, 2407.1, 2407.1.4, 2408.2.1, 2408.3, 2409.2, 2409.4.1
16 CFR Part 1209 (2002): Interim Safety Standard for Cellulose Insulation
720.6
16 CFR Part 1404 (2002): Cellulose Insulation
720.6
16 CFR Part 1500 (2009): Hazardous Substances and Articles; Administration and Enforcement Regulations
202
16 CFR Part 1500.44 (2009): Method for Determining Extremely Flammable and Flammable Solids
202
16 CFR Part 1507 (2002): Fireworks Devices
202
16 CFR Part 1630 (2007): Standard for the Surface Flammability of Carpets and Rugs
804.4.1
35-24 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
CSA Canadian Standards Association, 8501 East Pleasant Valley Road, Cleveland, OH 44131
AAMA/WDMA/CSA 101/I.S.2/A440—22: North American Fenestration Standard/Specifications for Windows, Doors, and Skylights
1709.5.1, 2405.5
ASME A17.1—2022/CSA B44-—22 the edition as referenced in : Safety Code for Elevators and Escalators, California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders 907.3.3, 911.1.6, 1009.4.1, 1607.12.1, 3001.2, Table 3001.3, 3001.5, 3002.5, 3003.2, 3007.1, 3008.1.4, 3008.7.1
ASME A17.7—2007/CSA B44.7—07(R2021): Performance-based Safety Code for Elevators and Escalators Table 3001.3, 3001.5, 3002.5
CSSB Cedar Shake & Shingle Bureau, P. O. Box 1178, Sumas, WA 98295-1178
CSSB—97: Grading and Packing Rules for Western Red Cedar Shakes and Western Red Cedar Shingles of the Cedar Shake and Shingle Bureau Table 1507.8.5, Table 1507.9.6
DASMA Door & Access Systems Manufacturers Association International, 1300 Sumner Avenue, Cleveland, OH 44115
ANSI/DASMA 103—2017: Standard for Counterbalance Systems on Residential Sectional Garage Doors
1210.4 ANSI/DASMA 107—2020: Room Fire Test Standard for Garage Doors Using Foam Plastic… ¶
ANSI/DASMA 107—2020: Room Fire Test Standard for Garage Doors Using Foam Plastic Insulation
2603.4.1.9
ANSI/DASMA 108—2017: Standard Method for Testing Sectional Garage Doors, Rolling Doors and Flexible Doors: Determination of Structural Performance Under Uniform Static Air Pressure Difference
1709.5.2.1
ANSI/DASMA 115—2017: Standard Method for Testing Sectional Doors, Rolling Doors and Flexible Doors: Determination of Structural Performance Under Missile Impact and Cyclic Wind Pressure
1609.2.2
DHA Decorative Hardwoods Association, 42777 Trade West Dr, Sterling, VA 20166
ANSI/HPVA HP-1—2022: American National Standard for Hardwood and Decorative Plywood
2303.3, 2304.7
DOC U.S. Department of Commerce, National Institute of Standards and Technology 100 Bureau Drive, Gaithersburg, MD 20899
PS 1—22: Structural Plywood 2303.1.5, 2304.7, Table 2304.8(4), Table 2304.8(5), Table 2306.2(1), Table 2306.2(2)
PS 2—18: Performance Standard for Wood Structural Panels
2303.1.5, 2304.7, Table 2304.8(5), Table 2306.2(1), Table 2306.2(2)
PS 20—20: American Softwood Lumber Standard
202, 1810.3.2.4, 2303.1.1
DOL U.S. Department of Labor, Occupational Safety and Health Administration c/o Superintendent of Documents U.S. Government Printing Office, Washington, DC 20210
29 CFR Part 1910.1000 (2015): Air Contaminants
202
DOTn U.S. Department of Transportation, Office of Hazardous Material Safety 1200 New Jersey Avenue, SE East Building, 2nd Floor Washington, DC 20590
49 CFR 173.192—2011: Packaging for Certain Toxic Gases in Hazard Zone A
Table 415.6.5
49 CFR Parts 100–185—2015: Hazardous Materials Regulations
202
49 CFR Parts 173–178—2015: Specification of Transportation of Explosive and Other Dangerous Articles, UN 0335, UN 0336 Shipping Containers
202
49 CFR Parts 173.137—2009: Shippers—General Requirements for Shipments and Packaging—Class 8—Assignment of Packing Group
202
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
EN European Committee for Standardization, Rue de la Science 23 B, Brussels, Belgium 1040, Belgium
EN 459-1—15: Building Lime. Definitions, Specifications and Conformity Criteria
2109.2.4.8.7
FEMA Federal Emergency Management Agency, 500 C Street S.W., Washington, DC 20472
FEMA-TB-11—23: Crawlspace Construction for Buildings Located in Special Flood Hazard Areas
1805.1.2.1
FM FM Approvals, Headquarters Office 1151 Boston-Providence Turnpike P.O. Box 9102, Norwood, MA 02062
FM 1950—2022: American National Standard for Seismic Sway Braces for Pipe, Tubing and Conduit
1705.14.2, 1705A.14.2
3260—00: Radiant Energy-Sensing Fire Detectors for Automatic Fire Alarm Signaling
3011—99: Approval Standard for Central Station Service for Fire Alarm and Protective Equipment Supervision
907.6.6.4
4430—2012: Approval Standard for Heat and Smoke Vents
910.3.1
4450—(1989): Approval Standard for Class 1 Insulated Steel Deck Roofs—with Supplements through July 1992
1510.2
4470—2016: Approval Standard for Single-ply Polymer-modified Bitumen Sheet, Built-up Roof (BUR) and Liquid Applied Roof Assemblies for Use in Class 1 and Noncombustible Roof Deck Construction
1504.7
4474—2020: American National Standard for Evaluating the Simulated Wind Uplift Resistance of Roof Assemblies Using Static Positive and/or Negative Differential Pressures
1504.4.1, 1504.4.2, 1504.4.3
ANSI/FM 4880—2017: American National Standard for Evaluating the Fire Performance of Insulated Building Panel Assemblies and Interior Finish Materials
2603.4, 2603.9
GA Gypsum Association, 962 Wayne Avenue, Suite 620, Silver Spring, MD 20910
GA-216—2021: Application and Finishing of Gypsum Panel Products Table 2508.1, 2509.2
GA-253—2021: Application of Gypsum Sheathing Table 2508.1, 2508.2
GA-600—2021: Fire-resistance and Sound Control Design Manual, 23rd Edition Table 721.1(1), Table 721.1(2), Table 721.1(3)
ICC International Code Council, Inc., 200 Massachusetts Avenue, NW, Suite 250, Washington, DC 20001
ICC 300—2017: ICC Standard on Bleachers, Folding and Telescopic Seating, and Grandstands
1030.1.1, 1030.7, 1607.18
ICC 300—23: [DSA-SS, DSA-SS/CC, OSHPD 1, 1R, 2, 4 and 5] Standards Specification on Bleachers, Folding and Telescopic Seating, and Grandstands
1030.1.1, 1030.7, 1607.18, 1605A.3, 1605A.3.1, 1607A.18
ICC 400—2022: Standard on Design and Construction of Log Structures
2302.1
ICC 600—2020: Standard for Residential Construction in High-Wind Regions
1609.1.1, 1609.1.1.1, 2308.2.4
ICC 900/SRCC 300—2020: Solar Thermal System Standard
3111.2.1
ICC 901/SRCC 100—2020: Solar Thermal Collector Standard
3111.2.1
ICC-ES AC 01—24: Acceptance Criteria for Expansion Anchors in Masonry Elements*
1617A.1.19
35-26 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
ICC-ES AC 58—24: Acceptance Criteria for Adhesive Anchors in Masonry Elements*
1617A.1.19
ICC-ES AC 70—24: Acceptance Criteria for Fasteners Power-Driven into Concrete, Steel and Masonry Elements*
1617A.1.20
ICC-ES AC 77: Acceptance Criteria for Smoke Containment Systems Used with Fire-resistance-rated Elevator Hoistway Doors and Frames
3006.3 ICC-ES AC 106—24 : Acceptance Criteria for Predrilled Fasteners (Screw Anchors)… ¶
ICC-ES AC 106—24: Acceptance Criteria for Predrilled Fasteners (Screw Anchors) in Masonry*
1617A.1.19
ICC-ES AC 125—24: Acceptance Criteria for Concrete and Reinforced and Unreinforced Masonry Strengthening* Using Externally Bonded Fiber-Reinforced Polymer (FRP) Composite Systems
1911A.3, 1911.3
ICC-ES AC 156—24: Acceptance Criteria for Seismic Certification by Shake-Table Testing of Nonstructural Components*
1705A.14.3
ICC-ES AC 178—24: : Acceptance Criteria for Inspection and Verification of Concrete, and Reinforced and Unreinforced Masonry* Strengthening Using Fiber-Reinforced Polymer (FRP) Composite Systems
1911A.3, 1911.3
ICC-ES AC 193—24: Acceptance Criteria for Mechanical Anchors in Concrete Elements*
1617A.1.19, 1901.3.2
ICC-ES AC 232—24: Acceptance Criteria for Anchor Channels in Concrete Elements*
1617A.1.19, 1901.3.2
ICC-ES AC 308—24: Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements*
1617A.1.19, 1901.3.3
ICC-ES AC 331: Acceptance Criteria for Smoke and Heat Vents
910.3.1
ICC-ES AC 358—24: Acceptance Criteria for Helical Foundation Systems and Devices*
1810A.3.1.5.1, 1810.3.1.5.1
ICC-ES AC 446—24: Acceptance Criteria for Headed Cast-in Specialty Inserts in Concrete*
1617A.1.19, 1901.3.2
ICC 1100—2019: Standard for Spray-applied Foam Plastic Insulation
2603.1.1
ICC/MBI 1200—2021: [OSHPD 1, 1R, 2, 4, and 5] Standard for Off-Site Construction: Planning, Design, Fabrication and Assembly
1710, 1710A
ICC/MBI 1205—2021: [OSHPD 1, 1R, 2, 4, and 5] Standard for Off-Site Construction: Inspection and Regulatory Compliance
1710, 1710A
SSTD 11—97: 1997 SBCCI Test Standard for Determining Wind Resistance of Concrete or Clay Roof Tiles
1504.3.1.1, 1504.3.1.2, 1504.3.1.3
* Refers to International Building Code, 2024 as a referenced standard.
ISO International Organization for Standardization, Chemin de Blandonnet 8 CP 401 1214 Vernier, Geneva, Switzerland
ISO 668—2013: Series 1 Freight Containers—Classifications, Dimensions and Ratings
Table 3114.8.5.3
ISO 1496-1—2013: Series 1 Freight Containers—Specification and Testing - Part 1: General Cargo Containers for General Purposes 3114.8, Table 3114.8.5.3
ISO 6346—1995: Freight Containers—Coding, Identification and Marking with Amendment 3—2012
3114.3
ISO 8115—86: Cotton Bales—Dimensions and Density Table 307.1(1), Table 415.11.1.1
ISO 8336—09: Fiber-cement Flat Sheets—Product Specification and Test Methods 1403.9, 1404.17.1, 1404.17.2, Table 2509.2
ISO 9001—15: Quality Management Systems - Requirements
1705A.14.3
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
MHI Material Handling Institute, 8720 Red Oak Blvd. Suite 201, Charlotte, NC 28217
ANSI MH16.1—2021: Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks Table 1705.13.7, 2209.1
ANSI MH28.2—2022: Design, Testing and Utilization of Industrial Boltless Steel Shelving
2211.1
ANSI MH28.3—2022: Design, Testing and Utilization of Industrial Steel Work Platforms
2212.1
ANSI MH29.1—2020: Safety Requirements—Industrial Scissor Lift
Table 3001.3
ANSI MH32.1—2018: Stairs, Ladders, and Open-Edge Guards for Use with Material Handling Structures
2213.1
NAAMM National Association of Architectural Metal Manufacturers, 800 Roosevelt Road, Bldg. C, Suite 312, Glen Ellyn, IL 60137
FP 1001—18: Guide Specifications for Design of Metal Flag Poles
1609.1.1
NCMA National Concrete Masonry Association, 13750 Sunrise Valley, Herndon, VA 20171
TEK 5—8B(2005): Detailing Concrete Masonry Fire Walls Table 721.1(2)
NFPA National Fire Protection Association, 1 Batterymarch Park, Quincy, MA 02169-7471
04—24: Standard for Integrated Fire Protection and Life Safety System Testing
901.6.2.1, 901.6.2.2
10—22: Standard for Portable Fire Extinguishers 906.2, Table 906.3(1), Table 906.3(2), 906.3.2, 906.3.4
11— 24 : Standard for Low-, Medium-, and High-Expansion Foam
904.7, 904.14, 3109F
12—22: Standard on Carbon Dioxide Extinguishing Systems
904.8, 904.14
12A—22: Standard on Halon 1301 Fire Extinguishing Systems
904.9
13— 25 : Standard for the Installation of Sprinkler Systems as amended*
403.3.3, 712.1.3.1, 903.3.1.1, 903.3.2, 903.3.8.2, 903.3.8.5, 904.14, 905.3.4, 907.6.4, 1019.3
*NFPA 13, Amended Sections as follows:
Revise Section 2.2 and add publications as follows: 2.2 NFPA Publications.
NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition.
Revise Section 6.4.3.1.1 as follows:*
6.4.3.1.1* Pipe joints shall not be located under foundation footings. The pipe under the building or building foundation shall not contain mechanical joints.
Exceptions:
Where allowed in accordance with Section 6.4.3.1.
Alternate designs may be utilized where designed by a registered professional engineer and approved by the enforcing
agency.
Revise Section 9.2.1.16 as follows:
9.2.1.16 Exterior columns under 10 ft [2] (0.93m [2] ) in total area, formed by studs or wood joist, with no sources of ignition within the column, supporting exterior canopies that are fully protected with a sprinkler system, shall not require sprinkler protection.
Revise Section 9.2.3.1 as follows:*
9.2.3.1* Sprinklers shall be permitted to be omitted where the exterior canopies, roofs, portecocheres, balconies, decks or similar projections are constructed with materials that are noncombustible, limited-combustible or fire retardant treated wood as defined in NFPA 703, Standard for Fire Retardant–Treated Wood and Fire-Retardant Coatings for Building Materials.
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REFERENCED STANDARDS
Delete Section A.9.2.3.1 of Annex
Revise Section 9.2.3.2
9.2.3.2 Sprinklers shall be permitted to be omitted from below the canopies, roofs, balconies, decks or similar projections are combustible construction, provided the exposed finish material on the roof, or canopy is noncombustible, limited-combustible or fire retardant treated wood as defined in NFPA 703, Standard for Fire Retardant–Treated Wood and Fire-Retardant Coatings for Building Materials, and the roofs or canopies contains only sprinklered concealed spaces or any of the following unsprinklered combustible concealed spaces:
(1) Combustible concealed spaces filled entirely with noncombustible insulation. (2) Light or ordinary hazard occupancies where noncombustible or limited-combustible ceilings are directly attached to the bottom of solid wood joists so as to create enclosed joist spaces 160 ft [3] (4.5 m [3] ) or less in volume, including space below insulation that is laid directly on top or within the ceiling joists in an otherwise sprinklered attic [See 11.2.3.1.5.2(9) ]. (3) Concealed spaces over isolated small roofs or canopies not exceeding 55 ft [2] (5.1 m [2] ).
Delete language to section 9.2.3.3 and reserve section number. 9.2.3.3 Reserved.
Revise Section 9.3.19.1 as follows:*
9.3.19.1* Unless the requirements of 9.2.3.1 or 9.2.3.2 are met, sprinklers shall be installed under exterior roofs, canopies, porte-cochere, balconies, decks or similar projections exceeding 4 ft (1.2 m) in width.
Revise Annex Section A9.3.19.2 as follows:
A9.3.19.2 The presence of planters, newspaper machines and similar items, should not be considered storage.
Add Section 9.3.19.3 as follows:
9.3.19.3 Sprinklers may be omitted for following structures:
(1) Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage. (2) Solar photovoltaic (PV) panels supported by framing that have sufficient uniformly distributed and unobstructed openings throughout the top of the array (horizontal plane) to allow heat and gases to escape, as determined by the enforcing agency.
Add new Sections 16.9.3.1.3.4 and 16.9.3.1.3.5 as follows:
16.9.3.1.3.4 Where a system includes floor control valves, a hydraulic design information sign containing information for the floor shall be provided at each floor control valve. A hydraulic design information sign shall be provided for each area calculated. The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion resistant wire, chain or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve or deluge valve supplying the corresponding hydraulically designed area.
16.9.3.1.3.5 Control valves, check valves, drain valves, antifreeze valves shall be readily accessible for inspection, testing and maintenance. Valves located more than 7 feet above the finished floor shall be provided with a means of opening and closing the valve from the floor level.
Add new Sections 16.9.10.5, 16.9.10.5.1, 16.9.10.5.1.1, 16.9.10.5.1.2, 16.9.10.5.1.3, 16.9.10.5.1.4, 16.9.10.5.2 as follows:
16.9.10.5 Sectional Valves.
16.9.10.5.1 Private fire service main systems shall have sectional control valves at appropriate points in order to permit sectionalizing the system in the event of a break or for the making of repairs or extensions.
16.9.10.5.1.1 Sectional control valves are not required when the fire service main system serves less than six fire appurtenances.
16.9.10.5.1.2 Sectional control valves shall be indicating valves in accordance with Section 16.9.3.2.
16.9.10.5.1.3 Sectional control valves shall be located so that no more than five fire appurtenances are affected by shut-down of any single portion of the fire service main. Each fire hydrant, fire sprinkler system riser, and standpipe riser shall be considered a separate fire appurtenance. In-rack sprinkler systems shall not be considered as a separate appurtenance.
16.9.10.5.1.4 The number of fire appurtenances between sectional control valves is allowed to be modified by the authority having jurisdiction.
16.9.10.5.2 A valve shall be provided on each bank where a main crosses a body of water or outside the building foundation(s) where the main or section of main runs under a building.
Add new Section 17.2.2.9.1 as follows:
17.2.2.9.1 Powder-driven studs used for attaching hangers to the building structure are prohibited in Seismic design Categories C, D, E and F.
Revise Section 18.5.11.4 as follows:
18.5.11.4 Where threaded pipe is used for sway bracing, it shall have a wall thickness of not less than Schedule 40.
Replace Section 18.5.12.5 as follows:
18.5.12.5 Lag screws or power-driven fasteners shall not be used to attach braces to the building structure.
Replace Section 18.5.12.6.1 as follows:
18.5.12.6.1 Fastening methods other than those identified in 9.3.5.12 shall not apply to other fastening methods, which shall be acceptable for use if certified by a registered professional engineer to support the loads determined in accordance with the criteria in 18.5.9. Calculations shall be submitted to the authority having jurisdiction.
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
Revise Section 18.5.12.7.4 as follows:
18.5.12.7.4 Concrete anchors when identified in 18.5.11.11 shall be acceptable for use where designed in accordance with the requirements of the building code and certified by a registered professional engineer.
Revise Section 18.6.1(3) as follows:
18.6.1(3)* No. 12, 440 lb (200 Kg) wire installed at least 45 degrees from the vertical plane and anchored on both sides of the pipe. Powder- driven fasteners for attaching restraint is allowed to be used provided that the restraint component does not support the dead load.
Revise Section 19.2.3.1.5.2(9) as follows: 19.2.3.1.5.2(9) Exterior columns under 10 ft [2] (0.93m [2] ) in total area, formed by studs or wood joist, with no sources of ignition within the column, supporting exterior canopies that are fully protected with a sprinkler system.
Revise Section 19.2.3.2.3.1 as follows:
19.2.3.2.3.1 Where listed quick-response sprinklers, excluding extended coverage quick-response sprinklers, are used throughout a system or portion of a system having the same hydraulic design basis, the system area of operation shall be permitted to be reduced without revising the density as indicated in Figure 19.2.3.2.3.1 when all of the following conditions are satisfied:
(1) Wet pipe system (2) Light hazard occupancy (3) 20 ft (6.1 m) maximum ceiling height (4) There are no unprotected ceiling pockets as allowed by 10.2.9 and 11.2.7 exceeding 32 ft [2] (3 m [2] )
FIGURE 19.2.3.2.3.1—DESIGN AREA REDUCTION FOR QUICK-RESPONSE SPRINKLERS
Note:
y = – -------3x - + 55 2
For ceiling height ≥ 10 ft and ≤ 20 ft, For ceiling height < 10 ft, y = 40 For ceiling height - 20 ft, y = 0 For SI units, 1 ft = 0.31 m.
y = – -------3x - + 55 2
Revise Section 19.2.3.2.3.2 as follows:
19.2.3.2.3.2 The number of sprinklers in the design area shall never be less than seven.
Revise Section 20.9.5.2 as follows:
20.9.5.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a standard-response operating mechanism with a minimum temperature rating of 360ºF (182ºC) or 100ºF (56ºC) above the operating temperature of the sprinklers, whichever is higher.
23.8.1.2 Positive Alarm Sequence
23.8.1.2.1 Systems that have positive alarm features complying with 23.8.1.2 shall be permitted if approved by the authority having jurisdiction. Operation of a patient room smoke detector in Group I-2 and R-2.1 occupancies shall not include a positive alarm sequence feature.
Add Section 28.1.3(18)(e) as follows:
28.1.3(18)(e) Where a waterflow test is used for the purposes of system design, the test shall be conducted no more than 6 months prior to working plan submittal unless otherwise approved by the authority having jurisdiction.
Revise Section 29.1 as follows:
29.1 Approval of Sprinkler Systems and Private Fire Service Mains. ¶
The installing contractor shall do the following:
(1) Notify the authority having jurisdiction and the property owner or property owner’s authorized representative of the time and date testing will be performed. (2) Perform all required testing ( see Section 29.2 ). (3) Complete and sign the appropriate contractor’s material and test certificate(s) ( see Figure A.29.1 ).
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REFERENCED STANDARDS
(4) Remove all caps and straps prior to placing the sprinkler system in service. (5) Upon system acceptance by the authority having jurisdiction a label prescribed by Title 19 California Code of Regulations, Chapter 5 shall be affixed to each system riser.
Revise Section 29.3 as follows:
29.3 Instructions. ¶
The installing contractor shall provide the property owner or the property owner’s authorized representative with the following:
(1) All literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed.
(2) NFPA 25, Standard for the Inspection, testing, and maintenance of Water-Based Fire Protection Systems, 2013 California Edition. (3) Title 19, California Code of Regulations, Chapter 5, “Fire Extinguishing Systems.”
Revise Section 29.4.1 as follows:
29.4.1 The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion resistant wire, chain or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve or deluge valve supplying the corresponding hydraulically designed area. Pipe schedule systems shall be provided with a sign indicating that the system was designed and installed as a pipe schedule system and the hazard classification(s) included in the design.
Revise Section 29.4.3 as follows:
29.4.3 The sign shall include the following information:
(1) Location of the design area or areas (2) Discharge densities over the design area or areas (3) Required flow and pressure of the system at the base of the riser. (4) Occupancy classification or commodity classification and maximum permitted storage height and configuration (5) Hose stream allowance included in addition to the sprinkler demand (6) The name of the installing contractor (7) Required flow and pressure of the system at the water supply source. (8) Required flow and pressure of the system at the discharge side of the fire pump where a fire pump is installed. (9) Type or types and number of sprinklers or nozzles installed including the orifice size, temperature rating, orientation, K-Factor, sprinkler identification number (SIN) for sprinkler heads when applicable, and response type. (10) The minimum discharge flow rate and pressure required from the hydraulically most demanding sprinkler. (11) The required pressure settings for pressure reducing valves. (12) For deluge sprinkler systems, the required flow and pressure at the hydraulically most demanding sprinkler or nozzle. (13) The protection area per sprinkler based on the hydraulic calculations. (14) The edition of NFPA 13 to which the system was designed and installed.
Revise Section 29.6.1 as follows:
29.6.1 The installing contractor shall provide a general information sign used to determine system design basis and information relevant to the inspection, testing and maintenance requirements required by NFPA 25, Standard for the Inspection, Testing and Maintenance of Water-Based Fire Protection Systems, 2013 California Edition.
13D— 25 : Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes, as amended*
903.3.1.3
*NFPA 13D, Amended Sections as follows:
Revise Section 6.2.2 to read as follows:
6.2.2 Where a well, pump, tank or combination thereof is the source of supply for a fire sprinkler system, the configuration for the system shall be one of the following:
(1) The water supply shall serve both domestic and fire sprinkler systems. (a) A test connection shall be provided downstream of the pump that creates a flow of water equal to the smallest sprinkler on the system. The connection shall return water to the tank. (b) Any disconnecting means for the pump shall be approved. (c) A method for refilling the tank shall be piped to the tank. (d) A method of seeing the water level in the tank shall be provided without having to open the tank. (e) The pump shall not be permitted to sit directly on the floor. (2) A stand-alone tank is permitted if the following conditions are met: (a) The pump shall be connected to a 220-volt circuit breaker shared with a common household appliance (e.g., range, oven, dryer), (b) The pump shall be a stainless steel 240-volt pump, (c) A valve shall be provided to exercise the pump. The discharge of the exercise valve shall drain to the tank, and (d) A sign shall be provided stating: “Valve must be opened monthly for 5 minutes.” (e) A means for automatically refilling the tank level, so that the tank capacity will meet the required water supply duration in minutes, shall be provided.
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REFERENCED STANDARDS
(f) A test connection shall be provided downstream of the pump that creates a flow of water equal to the smallest sprinkler on the system. The connection shall return water to the tank. (g) Any disconnecting means for the pump shall be approved. (h) A method for refilling the tank shall be piped to the tank. (i) A method of seeing the water level in the tank shall be provided without having to open the tank. (j) The pump shall not be permitted to sit directly on the floor.
Add new Section 6.2.2.1 as follows:
6.2.2.1 Where a fire sprinkler system is supplied by a stored water source with an automatically operated means of pressurizing the system other than an electric pump, the water supply may serve the sprinkler system only.
Add new Section 6.2.4 as follows:
6.2.4 Where a water supply serves both domestic and fire sprinkler systems, 5 gpm (19 L/min) shall be added to the sprinkler system demand at the point where the systems are connected, to determine the size of common piping and the size of the total water supply requirements where no provision is made to prevent flow into the domestic water system upon operation of a sprinkler. For multipurpose piping systems, the 5 gpm (19 L/min) demand shall be added at the domestic connection nearest the design area. This demand may be split between two domestic connections at 2.5 gpm (10 L/min) each.
Revise Section 8.3.4 as follows:
8.3.4* Sprinklers shall not be required in detached garages, open attached porches, carports with no habitable space above, and similar structures.
Add new Sections 8.3.11 and 8.3.11.1 as follows:
8.3.11 Solar photovoltaic panel structures
8.3.11.1 Sprinklers shall be permitted to be omitted from the following structures:
(1) Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage. (2) Solar photovoltaic (PV) panels supported by framing that have sufficient uniformly distributed and unobstructed openings throughout the top of the array (horizontal plane) to allow heat and gases to escape, as determined by the enforcing agency.
13R— 25 : Standard for the Installation of Sprinkler Systems in Low-Rise Residential Occupancies, as amended*
903.3.1.2, 903.3.5.2, 903.4.1
*NFPA 13R, Amended Sections as follows:
Revise Section 2.2 and add publications as follows:
2.2 NFPA Publications.
NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition.
Add new Sections 6.6.10 and 6.10.1 as follows:
6.6.10 Solar photovoltaic panel structures
6.6.10.1 Sprinklers shall be permitted to be omitted from the following structures:
(1) Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage. (2) Solar photovoltaic (PV) panels supported by framing that have sufficient uniformly distributed and unobstructed openings throughout the top of the array (horizontal plane) to allow heat and gases to escape, as determined by the enforcing agency.
Revise Section 11.4 as follows:
11.4 Instructions. ¶
The installing contractor shall provide the property owner or the property owner's authorized representative with the following:
(1) All literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed.
(2) NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems 2013 California Edition and Title 19, California Code of Regulations, Chapter 5. (3) Once the system is accepted by the authority having jurisdiction a label as prescribed by Title 19, California Code of Regulations, Chapter 5, shall be affixed to each system riser.
14— 24 : Standard for the Installation of Standpipe and Hose Systems, as amended*
905.2, 905.3.4, 905.4.2, 905.6.2, 905.8
*NFPA 14, Amended Sections as follows:
Replace Section 6.3.7.1
6.3.7.1 System water supply valves, isolation control valves and other valves in fire mains shall be supervised in an approved manner in the open position by one of the following methods:
(1) Where a building has a fire alarm system or a sprinkler monitoring system installed, the valve shall be supervised by: (a) a central station, proprietary or remote supervising station, or
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REFERENCED STANDARDS
(b) a local signaling service that initiates an audible signal at a constantly attended location. (2) Where a building does not have a fire alarm system or a sprinkler monitoring system installed, the valve shall be supervised by: (a) Locking the valves in the open position, or (b) Sealing of valves and an approved weekly recorded inspection where valves are located within fenced enclosures under the control of the owner.
17— 24 : Standard for Dry Chemical Extinguishing Systems
904.6, 904.14
17A— 24 : Standard for Wet Chemical Extinguishing Systems
904.5, 904.14
20— 25 : Standard for the Installation of Stationary Pumps for Fire Protection
412.2.4.1, 913.1, 913.2, 913.2.1, 913.5
24—25: Standard for Installation of Private Fire Service Mains and Their Appurtenances, as amended*
3109F
*NFPA 24, Amended Sections as follows:
Amend Section 4.2.1 as follows:
Section 4.2.1. Installation work shall be done by fully experienced and responsible contractors. Contractors shall be appropriately licensed in the State of California to install private fire service mains and their appurtenances.
Revise Section 4.2.2 as follows:
4.2.2 Installation or modification of private fire service mains shall not begin until plans are approved and appropriate permits secured from the authority having jurisdiction.
Add Section 4.2.2.1 as follows:
4.2.2.1 As approved by the authority having jurisdiction, emergency repair of existing system may start immediately, with plans being submitted to the authority having jurisdiction within 96 hours from the start of the repair work.
Revise Section 5.9.5.1 as follows:
5.9.5.1 Fire department connections shall be on the street side of buildings and as approved by the authority having jurisdiction.
Add Sections 6.6.1.1, 6.6.1.2, 6.6.1.3 and 6.6.1.4 as follows:
6.6.1.1 Sectional control valves are not required when the fire service main system serves less than six fire appurtenances.
6.6.1.2 Sectional control valves shall be indicating valves in accordance with NFPA 13, Section 6.7.1.3.
6.6.1.3 Sectional control valves shall be located so that no more than five fire appurtenances are affected by shut-down of any single portion of the fire service main. Each fire hydrant, fire sprinkler system riser and standpipe riser shall be considered a separate fire appurtenance. In-rack sprinkler systems shall not be considered as a separate appurtenance.
6.6.1.4 The number of fire appurtenances between sectional control valves is allowed to be modified by the authority having jurisdiction.
Revise Section 10.4.3.1.1 as follows:
10.4.3.1.1 Pipe joints shall not be located under foundation footings. The pipe under the building or building foundation shall not contain mechanical joints.
Exceptions:
1. Where allowed in accordance with 10.4.3.2.
2. Alternate designs may be utilized where designed by a registered professional engineer and approved by the enforcing agency.
Revise Section 10.9.1 as follows:
10.9.1 Backfill shall be well tamped in layers or puddle under and around pipes to prevent settlement or lateral movement. Backfill shall consist of clean fill sand or pea gravel to a minimum 6″ below and to a minimum of 12″ above the pipe and shall contain no ashes, cinders, refuse, organic matter or other corrosive materials. Other backfill materials and methods are permitted where designed by a registered professional engineer and approved by the enforcing agency.
25—13CA: California NFPA 25 Edition (Based on the 2011 Edition) Inspection, Testing and Maintenance of Water-based Fire Protection Systems Chapter 31F, 3108F
30—24: Flammable and Combustible Liquids Code, as amended*
415.6.1, 415.6.2, 507.8.1.1.1, 507.8.1.1.2
30A—24: Code for Motor Fuel Dispensing Facilities and Repair Garages
406.2.9.2
31— 24 : Standard for the Installation of Oil-Burning Equipment
2113.15
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REFERENCED STANDARDS
32—21: Standard for Drycleaning Facilities, as amended*
415.9.3, 2101.1.1
*NFPA 32, Amended Sections as follows:
Delete the following publications from Section 2.2:
2.2 NFPA Publications.
NFPA 10, Standard for Portable Fire Extinguishers, 2010 edition. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2011 edition. NFPA 70, National Electrical Code [®] , 2011 edition. NFPA 101 [®] , Life Safety Code [®] , 2009 edition. NFPA 5000 [®] , Building Construction and Safety Code [®] , 2009 edition.
Revise Section 4.4.1.1 as follows:
4.4.1.1 General building and structure design and construction shall be in accordance with California Building Code.
Delete language to Sections 4.4.1.2 and 4.4.1.3 and reserve section numbers.
4.4.1.2 Reserved
4.4.1.3 Reserved
Revise Section 4.4.4 as follows:
4.4.4 Means of Egress. Means of egress shall conform with the provisions of the California Building Code.
Revise Section 4.6.2 as follows:
4.6.2 Automatic Sprinkler Systems. Where required by this standard, automatic sprinkler systems shall be installed in accordance with NFPA 13, Standard for the Installation of Sprinkler Systems, and periodically inspected, tested and maintained in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5.
Revise Section 4.6.4 as follows:
4.6.4 Portable Fire Extinguishers. Suitable numbers and types of portable fire extinguishers shall be installed and maintained throughout the drycleaning plant in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3.
Revise Section 7.3.2 as follows:
7.3.2 Electrical Installations. Electrical equipment and wiring in a Type II drycleaning room shall comply with the provisions of California Electrical Code, for use in Class I, Division 2 hazardous locations.
37—18: Installation and Use of Stationary Combustion Engines and Gas Turbines
40— 24 : Standard for the Storage and Handling of Cellulose Nitrate Film
409.1
45— 24 : Standard on Fire Protection for Laboratories Using Chemicals
428.3.7
54—18: National Fuel Gas Code
58— 24 : Liquefied Petroleum Gas Code
415.9.2
61—20: Standard for the Prevention of Fires and Dust Explosions in Agricultural and Food Processing Facilities
426.1
68—13: Standard on Explosion Protection by Deflagration Venting
Table 414.5.1
70—23: National Electrical Code
108.3, 406.2.7, 406.2.9, 412.5.7, 415.11.1.8, Table 509.1, 904.3.1, 907.6.1, 909.12.2, 909.16.3, 910.4.6, 1204.4.1, 2701.1, 2702.1.3,
3111.3
72— 25 : National Fire Alarm and Signaling Code, as amended*
407.4.4.5.1, 407.4.4.6, 901.6, 903.4.1, 904.3.5, 907.1.2, 907.2, 907.2.6, 907.2.9.3, 907.2.11, 907.2.13.2, 907.3, 907.3.3, 907.3.4, 907.5.2.1.2, 907.5.2.2, 907.5.2.2.5, 907.6, 907.6.1, 907.6.2, 907.6.6, 907.7, 907.7.1, 907.7.2, 911.1.6, 915.3.2, 915.3.3, 915.3.4, 915.4.1, 915.5.2, 915.7, 917.1, 2702.2.4, 3005.5, 3007.7, 3108F
*NFPA 72, Amended Sections as follows:
Revise Section 10.3.1 as follows:
10.3.1 Equipment constructed and installed in conformity with this Code shall be listed for the purpose for which it is used. Fire alarm systems and components shall be California State Fire Marshal approved and listed in accordance with California Code of Regulations, Title 19, Division 1.
35-34 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
Revise Section 10.3.3 as follows:
10.3.3 All devices and appliances that receive their power from the initiating device circuit or signaling line circuit of a control unit shall be California State Fire Marshal listed for use with the control unit.
Revise Section 12.3.8.1 as follows:
12.3.8.1 The outgoing and return (redundant) circuit conductors shall be permitted in the same cable assembly (i.e., multiconductor cable), enclosure or raceway only under the following conditions:
(1) For a distance not to exceed 10 ft (3.0 m) where the outgoing and return conductors enter or exit the initiating device, notification appliance or control unit enclosures. (2) Single drops installed in the raceway to individual devices or appliances. (3)*In a single room not exceeding 1000 ft [2] (93 m [2] ) in area, a drop installed in the raceway to multiple devices or appliances that does not include any emergency control function devices. (4) Where the vertically run conductors are contained in a 2-hour rated cable assembly, or enclosed (installed) in a 2-hour rated enclosure or a listed circuit integrity (C.I.) cable, which meets or exceeds a 2-hour fire-resistive rating.
Revise Section 14.4.6.1 as follows:
14.4.6.1 Testing. Household fire alarm systems shall be tested in accordance with the manufacturer’s published instructions according to the methods of Table 14.4.3.2.
Revise Section 17.16 as follows:
17. 16 Fire Extinguisher Electronic Monitoring Device. A fire extinguisher electronic monitoring device shall indicate those conditions for a specific fire extinguisher required by California Code of Regulations, Title 19, Division 1, Chapter 1, Section 574.2 (c) and California Fire Code to a fire alarm control unit.
Delete the amendments to Section 21.3.6 and adopt the model text.
Revise Section 12.3.8 as follows:
12.3.8 (5) Where the vertically run conductors are contained in a 2-hour rated cable assembly, or enclosed (installed) in a 2-hour rated enclosure or a listed circuit integrity (C.I.) cable, which meets or exceeds a 2-hour fire resistive rating.
23.8.1.2 Positive Alarm Sequence
23.8.1.2.1 Systems that have positive alarm features complying with 23.8.1.2 shall be permitted if approved by the authority having jurisdiction. Operation of a patient room smoke detector in Group I-2 and R-2.1 occupancies shall not include a positive alarm sequence feature.
Revise Section 23.8.5.1.2 as follows:
23.8.5.1.2* Where connected to a supervising station, fire alarm systems employing automatic fire detectors or waterflow detection devices shall include a manual fire alarm box to initiate a signal to the supervising station.
Exception : Fire alarm systems dedicated to elevator recall control, supervisory service and fire sprinkler monitoring as permitted in Section 17.15 of NFPA 72.
Revise Section 23.8.5.4.1 as follows:
23.8.5.4.1 Systems equipped with alarm verification features shall be permitted under the following conditions:
(1) The alarm verification feature is not initially enabled unless conditions or occupant activities that are expected to cause nuisance alarms are anticipated in the area that is protected by the smoke detectors. Enabling of the alarm verification feature shall be protected by password or limited access. (2) A smoke detector that is continuously subjected to a smoke concentration above alarm threshold does not delay the system functions of Sections 10.7 through 10.16, 23.8.1.1 or 21.2.1 by more than 30 seconds. (3) Actuation of an alarm-initiating device other than a smoke detector causes the system functions of Sections 10.7 through 10.16, 23.8.1.1 or 21.2.1 without additional delay. (4) The current status of the alarm verification feature is shown on the record of completion (see Figure 7.8.2(a), Item 4.3). (5) Operation of a patient room smoke detector in I-2 and R-2.1 occupancies shall not include an alarm verification feature.
Revise Section 29.3.1 as follows:
29.3.1 All devices, combinations of devices and equipment to be installed in conformity with this chapter shall be approved and listed by the California State Fire Marshal for the purposes for which they are intended.
Revise Section 29.8.2.1.1 as follows:
29.8.2.1.1 Smoke and Heat Alarms.* Where connected to a supervising station unless exempted by applicable laws, codes or standards, smoke or heat alarms used to provide a fire-warning function, and when two or more alarms are installed within a dwelling unit, suite of rooms or similar area, shall be arranged so that the operation of any smoke or heat alarm causes all alarms within these locations to sound.
Note: Exception to 29.8.2.1.1 not adopted by the SFM.
Add Section 29.10.2.1 as follows:
29.10.2.1 The alarm verification feature shall not be used for household fire warning equipment.
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
Add Section 29.10.6.8.1 as follows:
29.10.6.8.1 The alarm verification feature shall not be used for household fire warning equipment.
80—22: Standard for Fire Doors and Other Opening Protectives
410.2.5, 509.4.2, 716.1, 716.2.5.1, 716.2.6.4, 716.2.9, 716.3.4.1, 716.3.5, 716.4.3, 909.18.3, 1010.3.3
82— 24 : Standard on Incinerators and Waste and Linen Handling Systems and Equipment
713.13
85—23: Boiler and Combustion Systems Hazards Code
426.1
92— 24 : Standard for Smoke Control Systems
909.7, 909.8
99—24: Health Care Facilities Code
407.11, 422.6, 425.1
101—24: Life Safety Code
1030.6.2
105— 25 : Standard for Smoke Door Assemblies and Other Opening Protectives
909.20.4.1, 405.4.2, 710.5.2.2, 716.2.10, 909.18.3
110— 25 : Standard for Emergency and Standby Power Systems
2702.1.3, 3111F
111— 25 : Standard on Stored Electrical Energy Emergency and Standby Power Systems
2702.1.3, 3111F
120— 23 : Standard for Fire Prevention and Control in Coal Mines
426.1
130—20: Standard for Fixed Guideway Transit and Passenger Rail Systems
443
*NFPA 130, Amended Sections as follows:
Amend Section 2.2 and amend publications to read as follows:
2.2 NFPA Publications.
NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition.
Amend Section 3.3.44.2 and amend publications to read as follows:
3.3.44.2 Open Station.* A station that is constructed such that it is directly open to the atmosphere and smoke and heat are allowed to disperse directly into the atmosphere.
The following enclosed areas in open stations are permitted:
1. Ticket/pass booths not exceeding 150 square feet (13.9 m [2] ) in area. 2. Mechanical and electrical spaces typically not used for human occupancy and necessary for the operation of a fixed guideway transit system. Such spaces shall be limited to two per level. 3. Restrooms not exceeding 150 square feet (13.9 m [2] ) in area. A maximum of four restrooms are permitted per level.
Add a new definition as 3.3.44.3 to read as follows:
3.3.44.1.1 Underground Station. A station or portion thereof that is located beneath the surface of the earth or of the water.
Amend Section 5.2.2.1 to read as follows:
5.2.2.1 Building construction for all new enclosed stations shall be not less than Type IA, Type IB or Type IIA construction and shall not exceed in area or height the limits specified in the California Building Code Table 503, for the station configuration or as determined by fire hazard analysis of potential fire exposure hazards to the structure.
Add Section 5.2.2.1.1 –5.2.2.1.3 to read as follows:
5.2.2.1.1 Underground stations shall be a minimum Type IA or Type IB constructions.
5.2.2.1.2 Open stations may be of Type IIB construction and shall not exceed in area or height as required by Table 503 for Type IIA.
5.2.2.1.3 Open at grade stations may be of any construction type allowed by the California Building Code.
Delete Section 5.2.2.2.
Amend Section 5.2.4.3 to read as follows:
5.2.4.3 Ancillary Spaces. Fire resistance ratings of separations between ancillary occupancies shall be established as required by the California Building Code.
35-36 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
Amend Section 5.2.4.3.1 to read as follows:
5.2.4.3.1 The following areas shall be separated by a two-hour fire barrier:
1. Electrical control rooms, auxiliary electrical rooms and associated battery rooms
2. Trash rooms
3. Train control rooms and associated battery rooms
4. Fan rooms
5. Emergency generator rooms
Amend Section 5.2.4.5 to read as follows:
5.2.4.5 Separation Between System and Nonsystem Occupancies.* All station public areas shall be fire separated from adjacent non-system occupancies by a one hour fire barrier, unless otherwise required by other provisions of the California Building Code.
Amend Section 5.3.1.1 to read as follows:
5.3.1.1 The provisions for means of egress for a station shall comply with Chapter 10 of the California Building Code, except as herein modified.
Amend Section 5.3.2.1 to read as follows:
5.3.2.1* The occupant load for a station shall be based on the train load of trains simultaneously entering the station on all tracks in normal traffic direction plus the simultaneous entraining load awaiting trains.
(1) The train load shall consider only one train at any one track. (2) The basis for calculating train and entraining loads shall be the peak period ridership figures as projected for design of a new system or as updated for an operating system. (3) Exiting shall be provided for occupant loads recalculated upon increase in service and/ or every five years.
Amend Section 5.3.3.5 to read as follows:
5.3.3.5 Travel Distance. The maximum travel distance on the platform to a point at which a means of egress route leaves the platform shall not exceed 91 440 mm (300 feet).
Amend Section 5.3.3.7 to read as follows:
5.3.3.7 Alternate Egress . At least two means of egress remote from each other shall be provided from each station platform as follows:
(1)*A means of egress used as a public circulation route shall be permitted to provide more than 50 percent of the required egress capacity from a station platform or other location. (2) Means of egress from separate platforms shall be permitted to converge. (3) Where means of egress routes from separate platforms converge, the subsequent capacity of the egress route shall be sufficient to maintain the required evacuation time from the incident platform. (4) Enclosed station platforms shall have a minimum of one exit within 2.5 times the least width of the enclosed station platform up to a maximum of 50 feet (insert mm) from each end. (5) Routes from platform ends into the underground guideway shall not be considered as exits for calculating exiting requirements.
Amend Section 5.3.11.1 to read as follows:
5.3.11.1 Illumination of the means of egress in stations, including escalators that are considered a means of egress, shall be in accordance with Chapter 10 of the California Building Code.
Amend Section 5.3.11.2 to read as follows:
5.3.11.2 Means of egress, including escalators considered as means of egress, shall be provided with a system of emergency lighting in accordance with Chapter 10 of the California Building Code.
Amend Section 5.4.1.1 to read as follows:
5.4.1.1 Enclosed stations shall be provided with a fire command center in accordance with Section 911.1.1 through 911.5 of the California Building Code.
Amend Section 5.4.4.1 to read as follows:
5.4.4.1* An automatic sprinkler protection system shall be provided where required by Section 903 of the California Building Code.
Delete Section 5.4.4.2.
Amend Section 5.4.5.1 to read as follows:
5.4.5.1* Class I standpipes shall be installed where required by Chapter 9 of the California Building Code in accordance with NFPA 14 except as modified herein.
Amend Section 7.3.2.1 to read as follows:
7.3.2.1 The fan inlet airflow hot temperature shall be determined by an engineering analysis, however, this temperature shall not be less than 482°C (250°F). Ventilation fans and related components shall be capable of withstanding the maximum anticipated plus/minus pressure transients induced by train operations.
Add Section 7.6.1.1 to read as follows:
7.6.1.1 Ventilation of stations shall not terminate at grade on any vehicle roadway.
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
Amend Section 7.7.1 to read as follows:
7.7.1 Operation of the emergency ventilation system components shall be capable of automatic and manual initiation in accordance with 909.12.3 of the California Building Code.
Amend Section 7.8.1 to read as follows:
7.8.1 The design of the power for the emergency ventilation system shall comply with the requirements of Article 700 of the California Electrical Code and Section 909 of the California Building Code.
170— 24 : Standard for Fire Safety and Emergency Symbols
1025.2.6.1
211— 24 : Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances
2112.5
221—24: Standard for High Challenge Fire Walls, Fire Walls and Fire Barrier Walls 706.2, Table 716.1(2)
252—22: Standard Methods of Fire Tests of Door Assemblies
Table 716.1(1), 716.1.1, 716.1.2.2.1, 716.2.1.1, 716.2.1.2, 716.2.2.1, 716.2.2.2, 716.2.2.3.1, 716.2.5.1.1
253—23: Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source
406.2.4, 424.2, 804.2, 804.3
257—22: Standard on Fire Test for Window and Glass Block Assemblies
Table 716.1(1), 716.1.1, 716.1.2.2.2, 716.3.1.1, 716.3.1.2, 716.3.2.1.3, 716.3.4
259—23: Standard Test Method for Potential Heat of Building Materials
2603.4.1.10, 2603.5.3
265—23: Standard Methods of Fire Tests for Evaluating Room Fire Growth Contribution of Textile or Expanded Vinyl Wall Coverings on Full Height Panels and Walls
803.5.1, 803.5.1.1
268—22: Standard Test Method for Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source
1405.1.1.1, 1405.1.1.1.1, 1405.1.1.1.2, 2603.5.7
275—22: Standard Method of Fire Tests for the Evaluation of Thermal Barriers
508.4.4.1, 509.4.1.1, 1406.10.2, 1408.10.2, 2603.4
276—23: Standard Method of Fire Test for Determining the Heat Release Rate of Roofing Assemblies with Combustible Above- Deck Roofing Components
1508.1, 2603.3, 2603.4.1.5
285—23: Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Wall Assemblies Containing Combustible Components
718.2.6, 1402.6, 1406.10.3, 1408.10.4, 1511.6.2, 2603.5.5
286— 24 : Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth
402.6.4.4, 424.2, 803.1.1, 803.1.1.1, 803.11, 803.12, 803.13, 1406.10.2, 1408.10.3, 2603.7, 2603.9, 2604.2.4, 2614.4, 3105.3
288—22: Standard Methods of Fire Tests of Horizontal Fire Door Assemblies Installed in Horizontal Fire Resistance-Rated Assemblies
712.1.13.1
289—23: Standard Method of Fire Test for Individual Fuel Packages
402.6.2, 402.6.4.5, 424.2, 806.4
409—22: Standard on Aircraft Hangars 412.3.6, Table 412.3.6, 412.3.6.1, 412.5.5
418— 24 : Standard for Heliports
412.7.4
484—22: Standard for Combustible Metals
426.1
502—20: Standard for Road Tunnels, Bridges, and Other Limited Access Highways
429
652—19: Standard on the Fundamentals of Combustible Dust
426.1
654—20: Standard for the Prevention of Fire and Dust Explosions from the Manufacturing, Processing, and Handling of Combustible Particulate Solids
426.1
35-38 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
655—19: Standard for the Prevention of Sulfur Fires and Explosions
426.1
664—20: Standard for the Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities
426.1
701—23: Standard Methods of Fire Tests for Flame Propagation of Textiles and Films
410.2.6, 424.2, 806.4, 3102.3, 3102.3.1, 3102.6.1.1, 3105.3
704—22: Standard System for the Identification of the Hazards of Materials for Emergency Response
202, 415.5.2
750—23: Standard on Water Mist Fire Protection Systems
202, 904.11.1.1, 904.14
770—21: Standard on Hybrid (Water and Inert Gas) Fire-Extinguishing Systems
904.13
780— 23 : Standard for the Installation of Lightning Protection Systems
2703.2, 2703.2.1, 2703.3
1124—22: Code for the Manufacture, Transportation, and Storage and Retail Sales of Fireworks and Pyrotechnic Articles
415.6.4.1
2001—22: Standard on Clean Agent Fire Extinguishing Systems , as amended*
904.10
*NFPA 2001, Amended Sections as follows:
Add Sections 4.3.5.1.1 and 4.3.5.2.1 to read as follows:
4.3.5.1.1 Alarms signals from the fire extinguishing system shall not interfere with the building fire alarm signal.
4.3.5.2.1 The lens on visual appliances shall be “red” in color.
Exception: Other lens colors are permitted where approved by the enforcing agency.
2010—20: Standard for Fixed Aerosol Fire-Extinguishing Systems
904.13
PCI Precast Prestressed Concrete Institute, 8770 West Bryn Mawr, Suite 1150, Chicago, IL 60631-3517
MNL-120—17: PCI Design Handbook, 8th Edition
1909A.1.1, 1909A.1.2
PCI 124—18: Specification for Fire Resistance of Precast/Prestressed Concrete
722.1, 722.2.3.1
PCI 128—19: Specification for Glass-Fiber-Reinforced Concrete Panels
1903.2
PTI Post-Tensioning Institute, 38800 Country Club Drive, Farmington Hills, MI 48331
PTI DC10.5—19: Standard Requirements for Design and Analysis of Shallow Post-Tensioned Concrete Foundations on Expansive and Stable Soils
1808.6.2
PTI DC35.1—14: Recommendations for Prestressed Rock and Soil Anchors
1810A.3.10.4, 1811A.2, 1812A.4, 1812A.5, 1810.3.10.4.1, 1811.2, 1812.4, 1812.5,1813.2
RMI Rack Manufacturers Institute, 8720 Red Oak Boulevard, Suite 201, Charlotte, NC 28217
ANSI MH16.1—2021: Design, Testing and Utilization of Industrial Storage Racks
ANSI MH16.3—2021: Specification for the Design, Testing and Utilization of Industrial Steel Cantilevered Storage Racks
2209.2
SBCA Structural Building Components Association, 6300 Enterprise Lane, Madison, WI 53719
ANSI/SBCA FS 100—2012(R2018): Standard Requirements for Wind Pressure Resistance of Foam Plastic Insulating Sheathing Used in Exterior Wall Covering Assemblies
2603.10
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
SDI Steel Deck Institute, 2661 Clearview Road #3, Allison Park, PA 15101
ANSI/SDI QA/QC—2022: Standard for Quality Control and Quality Assurance for Installation of Steel Deck
1705.2.3
ANSI/SDI SD—2022: Standard for Steel Deck
2208.1
SFM State of California, Department of Forestry and Fire Protection, Office of the State Fire Marshal, P.O. Box 944246, Sacramento, CA 94246-2460
12-3: Releasing Systems for Security Bars in Dwellings
1029.4 12-7-3: Fire-testing Furnaces ¶
12-7-3: Fire-testing Furnaces
NA
12-7A-1: Exterior Wall Siding and Sheathing
703A.7, 707A.2
12-7A-2: Exterior Window
703A.7, 708A.2.1
12-7A-3: Under Eave
703A.7, 707A.8
12-7A-4: Decking:
703A.7, 709A.3
12-7A-4A: Decking Alternate Method A
703A.7, 709A.3
12-7A-5: Ignition Resistant Building Material
703A.7, 709A.3
12-8-100: Room Fire Tests for Wall and Ceiling Materials
NA
12-10-1: Power Operated Exit Doors
NA
12-10-2: Single Point Latching or Locking Devices
NA
12-10-3: Emergency Exit and Panic Hardware
NA
(The Office of the State Fire Marshal standards referred to above are found in the California Code of Regulations, Title 24, Part 12.):
SJI Steel Joist Institute, 140 Evans Street, Suite 203, Florence, SC 29501
SJI 100—2020: Standard Specification for K-Series, LH-Series, and DLH-Series Open Web Steel Joists and for Joist Girders
1604.3.3, 2207.1, 2207.2, 2207.3, 2207.4, 2207.5
SJI 200—2015: Standard Specification for CJ-Series Composite Steel Joists
1604.3.3, 2207.1, 2207.2, 2207.3, 2207.4, 2207.5
SPRI Single-Ply Roofing Industry, 465 Waverly Oaks Road, Suite 421, Waltham, MA 02452
ANSI/SPRI GT-1—2022: Test Standard for External Gutter Systems
1504.6.1, 1511.7.6.1
ANSI/SPRI RP-4—2019: Wind Design Standard for Ballasted Single-ply Roofing Systems
1504.5
ANSI/SPRI VF-1—2021: External Fire Design Standard for Vegetative Roofs
1505.10
ANSI/SPRI/FM 4435/ES-1—2017: Test Standard for Edge Systems Used with Low Slope Roofing Systems
1504.6, 1511.7.6.1
35-40 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
SRCC Solar Rating & Certification Corporation, 400 High Point Drive, Suite 400, Cocoa, FL 32926
ICC 900/SRCC 300—2020: Solar Thermal System Standard
3111.2.1
ICC 901/SRCC 100—2020: Solar Thermal Collector Standard
3111.2.1
TIA Telecommunications Industry Association, 1320 N. Courthouse Road #200, Arlington, VA 22201
ANSI/TIA 222-I—2023: Structural Standard for Antenna Supporting Structures, Antennas and Small Wind Turbine Support
Structures
1609.1.1, 3108.1, 3108.2
TMS The Masonry Society, 105 South Sunset Street, Suite Q, Longmont, CO 80501-6172
216—2014(19): Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies Table 721.1(2), 722.1
302—2018: Standard Method for Determining the Sound Transmission Ratings for Masonry Assemblies
1208.2.1
402—16: Building Code Requirements for Masonry Structures
2109.1, 2109.1.1, 2109.2
402—2022: Building Code Requirements for Masonry Structures
1404.7, 1404.11, 1413.2.2, 1604.3.4, 1705.4, 1807.1.6.3.2, 1808.9, 2101.2, 2101.2.2, 2101A.1.3, 2104A.1.3, 2103.2.4, 2103A.6, 2104A.1.3.10.2, 2106.1, 2106A, 2107.1, 2107.2, 2107.3, 2107.4, 2107A, 2107.5, 2107.6, 2108.1, 2108.2, 2108.3, 2108.4, 2110.1, 2114.1, 2114.4, 2115.1, 2115.2, 2115.5, 2115.6
403—2017: Direct Design Handbook for Masonry Structures
2101.2
404—2023: Standard for the Design of Architectural Cast Stone
2101.2
504—2023: Standard for the Fabrication of Architectural Cast Stone
2103.1
602—2022: Specification for Masonry Structures
1404.7.1, 1705.4, 1705A.4, 1705.4.1, 1807.1.6.3, 2101.2.2, 2101A.1.3, 2103.1, 2103.2.1, 2103.3, 2103A.3.1, 2103.4, 2104.1, 2104.2, 2104A, 2105.1, 2105A.1, 2105.2, 2105A.2, 2105.3, 2105A.3, 2106.6, 2115.3, 2115.4
604—2023: Standard for the Installation of Architectural Cast Stone
2104.1
TPI Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601
ANSI/TPI 1—2022: National Design Standard for Metal Plate Connected Wood Truss Construction
2303.4.6, 2306.1
UBC International Code Council, Inc., 500 New Jersey Avenue, NW 6th Floor, Washington, DC 20001
UBC Standard 15-2: Test Standard for Determining the Fire Retardancy of Roof-Covering Materials
1505.6 UBC Standard 15-3: Wood Shakes ¶
UBC Standard 15-3: Wood Shakes
1505.6 UBC Standard 15-4: Wood Shingles ¶
UBC Standard 15-4: Wood Shingles
1505.6 UL UL LLC, 333 Pfingsten Road, Northbrook, IL 60062 ¶
UL UL LLC, 333 Pfingsten Road, Northbrook, IL 60062
9—2009: Fire Tests of Window Assemblies—with Revisions through March 2020 Table 716.1(1), 716.1.1, 716.1.2.2.2, 716.2.1.3, 716.3.1.1, 716.3.1.2, 716.3.2.1.3, 716.3.4, 1013.5
10A—2009: Tin Clad Fire Doors—with Revisions through July 20, 2018
716.2.1
10B—2008: Fire Tests of Door Assemblies—with Revisions through May 2020 Table 716.1(1), 716.1.1, 716.1.2.2.1, 716.2.1.2, 716.2.2.2, 716.2.2.3.1, 716.2.5.1.1
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
10C—2016: Positive Pressure Fire Tests of Door Assemblies—with Revisions through May 2021 Table 716.1(1), 716.1.1, 716.1.2.2.1, 716.2.1.1, 716.2.2.1, 716.2.2.2, 716.2.2.3.1, 716.2.5.1.1, 1010.2.8.3
10D—2017: Fire Tests of Fire-Protective Curtain Assemblies
716.4
13—96: Power-limited Circuit Cables
14B—2008: Sliding Hardware for Standard Horizontally Mounted Tin Clad Fire Doors—with Revisions through September 2021
716.2.1
14C—2006: Swinging Hardware for Standard Tin Clad Fire Doors Mounted Singly and in Pairs—with Revisions through October 2021
716.2.1
38—99: Manually Actuated Signaling Boxes—with Revisions through February 2, 2005, as amended.*
*Amend Section 14.1.5 as follows:
14.1.5 A signaling box having a glass panel, disc, rod or similar part that must be broken to operate it for a signal or for access to its actuating means shall satisfactorily complete five part-breaking operations using the means provided with the box, without jamming of the mechanism or other interference by broken particles. It shall be practicable to remove and replace the broken parts. A signaling box shall not have a glass panel, disc, rod or similar part requiring a striking action by grasping a tool to operate it for a signal. The force required to activate controls shall be no greater than 5 pounds (22 N) of force.
*Add Appendix B chapter to UL 38 (1999) as follows:
Appendix B,
14.1.5 Operation. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist.
55A—2004: Materials for Built-up Roof Coverings
1507.10.2
96A-2016: Standard for Installation Requirements for Lightning Protection Systems
2703.2, 2703.2.1, 2703.3
103—2010: Factory-built Chimneys, for Residential Type and Building Heating Appliances—with Revisions through September
2021
718.2.5.1
127—2011: Factory-built Fireplaces—with Revisions through February 2020
718.2.5.1, 2111.12
193—04: Alarm Valves for Fire-Protection Service
199—95: Automatic Sprinklers for Fire Protection Service—with Revisions through August 19, 2005
199E—2004: Outline of Investigation for Fire Testing of Sprinklers and Water Spray Nozzles for Protection of Deep Fat Fryers
904.14.4.1
217—2015: Smoke Alarms—with Revisions through April 2021
907.2.11
228—97: Door Closers/Holders, with or without Integral Smoke Detectors—with Revisions through January 26, 2006
260—04: Dry Pipe and Deluge Valves for Fire Protection Service
262—04: Gate Valves for Fire Protection Service
263—2011: Fire Tests of Building Construction and Materials—with Revisions through August 2021 703.2, 703.2.1.3, 703.2.1.5, 703.2.2, 703.4, 703.4, 704.11, 705.8, 707.6, 712.1.13.2, 714.4.1, 714.5.1, 715.3, Table 716.1(1), Table 716.1(3), 716.1.2.3, 716.2.5.1.1, 716.2.5.4, 716.3.2.1.1, 717.3.1, 717.5.2, 717.5.3, 717.6.1, 717.6.2, Table 721.1(1), 2103.1, 2603.5.1
268—2016: Smoke Detectors for Fire Alarm Systems—with Revisions through October 2019
407.9, 907.2.6.2, 907.2.11.7
268A—09: Smoke Detectors for Duct Application—with Revisions through October 22, 2003
294—2018: Access Control System Units—with Revisions through October 2018
1010.2.10, 1010.2.11, 1010.2.12.1, 1010.2.13
300—2019: Fire Testing of Fire Extinguishing Systems for Protection of Commercial Cooking Equipment
904.14
300A—2006: Outline of Investigation for Extinguishing System Units for Residential Range Top Cooking Surfaces
904.15.1.1
305—2012: Panic Hardware—with Revisions through March 2017
1010.2.8.3
312—04: Check Valves for Fire-Protection Service
35-42 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
325—2017: Door, Drapery, Gate, Louver and Window Operators and Systems—with Revisions through February 2020
406.2.1, 3110.3
346—05: Waterflow Indicators for Fire Protective Signaling Systems
464—03: Audible Signal Appliances—with Revisions through October 10, 2003
497B—04: Protectors for Data Communication and Fire Alarm Circuits
521—99: Heat Detectors for Fire Protective Signaling Systems—with Revisions through July 20, 2005
539—00: Single- and Multiple-Station Heat Detectors—with Revisions through August 15, 2005
555—2006: Fire Dampers—with Revisions through October 2020
717.3.1
555C—2014: Ceiling Dampers—with Revisions through January 2021
717.3.1
555S—2014: Smoke Dampers—with Revisions through October 2020
717.3.1
580—2006: Test for Uplift Resistance of Roof Assemblies—with Revisions through March 2019
1504.4.1, 1504.4.2
632—00: Electrically Actuated Transmitters
641—2010: Type L Low-temperature Venting Systems—with Revisions through April 2018
2113.11.1.4
710B—2011: Recirculating Systems—with Revisions through February 2019
904.14
723—2018: Standard for Test for Surface Burning Characteristics of Building Materials
202, 402.6.4.4, 406.7.2, 720.1, 720.4, 803.1.2, 803.5.2, 803.10, 803.11, 803.12, 803.13, 806.6, 1402.6, 1403.11.1, 1406.9, 1406.10.1, 1408.9, 1408.10.1, 1511.6.2, 1511.6.3, 2303.2, 2603.3, 2603.4.1.13, 2603.5.4, 2603.5.5, 2603.7, 2604.2.4, 2606.4, 2612.3, 2614.3, 3105.3
723S—2006: Drop-Out Ceilings Installed Beneath Automatic Sprinklers
2606.7.4
753—04: Alarm Accessories for Automatic Water Supply Valves for Fire Protection Service
790— Edition 9—2022 : Standard Test Methods for Fire Tests of Roof Coverings—with Revisions through October 2018
1505.1, 2603.6, 2610.2, 2610.3
793—2008: Automatically Operated Roof Vents for Smoke and Heat—with Revisions through March 2017
910.3.1
813—96: Commercial Audio Equipment—with Revisions through December 7, 1999
857—13: Busways
1705A.14.3.1
864—2014: Control Units and Accessories for Fire Alarm Systems as amended* —with Revisions through May 2020
909.12
*Amend No. 55.1 as follows:
RETARD-RESET-RESTART PERIOD – MAXIMUM 30 SECONDS —No alarm obtained from control unit. Maximum permissible time is 30 seconds.
*Amend Section 55.2.2 as follows:
Where an alarm verification feature is provided, the maximum retard-reset-restart period before an alarm signal can be confirmed and indicated at the control unit, including any control unit reset time and the power-up time for the detector to become operational for alarm, shall not exceed 30 seconds. (The balance of the section text is to remain unchanged).
*Add Section 55.2.9 as follows:
Smoke detectors connected to an alarm verification feature shall not be used as releasing devices.
Exception: Smoke detectors which operate their releasing function immediately upon alarm actuation independent of alarm verification feature.
*Amend Section 89.1.10 as follows:
The existing text of this section is to remain as printed with one editorial amendment as follows:
THE TOTAL DELAY (CONTROL UNIT PLUS SMOKE DETECTORS) SHALL NOT EXCEED 30 SECONDS.
(The balance of the section text is to remain unchanged).
924—2016: Emergency Lighting and Power Equipment—with Revisions through May 2020
1013.5
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
1034-2011: Burglary-Resistant Electric Locking Mechanisms—with Revisions through June 2020
1010.2.10, 1010.2.11, 1010.2.12.1, 1010.2.13, 1010.2.14
1040—1996: Fire Test of Insulated Wall Construction—with Revisions through April 2017
1406.10.2, 2603.9
1256—2002: Fire Test of Roof Deck Construction—with Revisions through August 2018
1508.1, 2603.3, 2603.4.1.5
1479—2015: Fire Tests of Penetration Firestops—with Revisions through May 2021
202, 714.4.1.2, 714.4.2, 714.5.1.2, 714.5.4
1482—2011: Solid-fuel Type Room Heaters—with Revisions through February 2020
2112.2, 2112.5
1489—2016: Fire Tests of Fire Resistant Pipe Protection Systems Carrying Combustible Liquids—with Revisions through October
2021
403.4.8.2
1703—2002: Flat-plate Photovoltaic Modules and Panels—with Revisions through November 2019
1507.17.5, 3111.3.1
1715—1997: Fire Test of Interior Finish Material—with Revisions through April 2017
1406.10.2, 2603.9, 2614.4
1741—2010: Inverters, Converters, Controllers and Interconnection System Equipment for Use with Distributed Energy Resources—with Revisions through June 2021
3111.3.1
1777—2015: Chimney Liners—with Revisions through April 2019
2113.11.1, 2113.19
1784—2015: Air Leakage Tests of Door Assemblies—with Revisions through February 2020
405.4.3, 710.5.2.2, 710.5.2.2.1, 716.2.1.4, 716.2.9.1, 716.2.9.3, 3006.3, 3007.6.3, 3008.6.3
1897—2015: Uplift Tests for Roof Covering Systems—with Revisions through September 2020
1504.4.1, 1504.4.3
1975—2006: Fire Tests for Foamed Plastics Used for Decorative Purposes
402.6.2, 402.6.4.5, 424.2
1994—2015: Luminous Egress Path Marking Systems—with Revisions through July 2020
411.6, 1008.2.1, 1025.2.1, 1025.2.3, 1025.2.4, 1025.2.5, 1025.4
2034—2017: Single and Multiple Station Carbon Monoxide Alarms—with Revisions through September 2018
915.4.2, 915.4.4
2075—2013: Gas and Vapor Detectors and Sensors—with Revisions through August 2021
915.5.1, 915.5.3
2079—2015: Tests for Fire Resistance of Building Joint Systems—with Revisions through July 2020
202, 715.3.1, 715.9
2196—2017: Fire Test for Circuit Integrity of Fire-Resistive Power, Instrumentation, Control and Data Cables—with Revisions through December 2020
909.20.7.1, 913.2.2, 2702.3, 3007.8.1, 3008.8.2
2200—2020: Stationary Engine Generator Assemblies
2702.1.1
2202—2009: Electric Vehicle (EV) Charging System Equipment—with Revisions through February 2018
406.2.7
2525—2020: Standard for Two-Way Emergency Communications Systems for Rescue Assistance
1009.8.1
2594—2016: Electric Vehicle Supply Equipment
406.2.7
2703—2014: Mounting Systems, Mounting Devices, Clamping/Retention Devices and Ground Lugs for Use with Flat-plate Photovoltaic Modules and Panels—with Revisions through March 2021
1505.9
7103—2019: Outline of Investigation for Building-Integrated Photovoltaic Roof Coverings Table 1504.2, 1507.16.6
8802—2020: Outline of Investigation for Germicidal Systems
1211.1
35-44 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
REFERENCED STANDARDS
61730-1—2017: Photovoltaic (PV) Module Safety Qualification — Part 1: Requirements for Construction—with Revisions through April 2020
3111.3.1
61730-2—2017: Photovoltaic (PV) Module Safety Qualification — Part 2: Requirements for Testing—with Revisions through April
2020
3111.3.1
ULC Underwriters Laboratories of Canada, 13775 Commerce Parkway, Richmond, BC V6V 2V4
CAN/ULC S 102.2—2018: Standard Method of Test for Surface Burning Characteristics of Building Materials and Assemblies
720.2, 720.3, 720.4
USC United States Code, 732 North Capitol Street NW, Washington, DC 20401-0003
18 USC Part 1, Ch. 40: Importation, Manufacture, Distribution and Storage of Explosive Materials
202
WCLIB West Coast Lumber Inspection Bureau, P.O. Box 23145, Portland, OR 97223
AITC 104—03: Typical Construction Details
2306.1
AITC 110—01: Standard Appearance Grades for Structural Glued Laminated Timber
2306.1
AITC 111—05: Recommended Practice for Protection of Structural Glued Laminated Timber During Transit, Storage and Erection
2303.1.3.1
AITC 113—10: Standard for Dimensions of Structural Glued Laminated Timber
2306.1
AITC 119—96: Standard Specifications for Structural Glued Laminated Timber of Hardwood Species
2306.1
AITC 200—20: Manufacturing Quality Control Systems Manual for Structural Glued Laminated Timber
2306.1
AITC 404—05: Standard for Radially Reinforcing Curved Glued Laminated Timber Members to Resist Radial Tension
2303.1.3.1
WDMA Window and Door Manufacturers Association, 2025 M Street NW, Suite 800, Washington, DC 20006
AAMA/WDMA/CSA 101/I.S.2/A440—22: North American Fenestration Standard/Specification for Windows, Doors, and Skylights
1709.5.1, 2405.5
WDMA I.S. 11—2018: Industry Standard for Analytical Method for Design Pressure (DP) Ratings of Fenestration Products
1709.5
WRI Wire Reinforcement Institute, Inc., 942 Main Street, Suite 300, Hartford, CT 06103
WRI/CRSI—81: Design of Slab-on-ground Foundations—with 1996 Update
1808.6.2
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
35-46 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE
APPENDIX A – EMPLOYEE QUALIFICATIONS (Not adopted by state agencies)
| Adopting agency | BSC | BSC- CG |
SFM | HCD | DSA | OSHPD | BSCC | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Adopting agency | BSC | BSC- CG |
SFM | 1 | 2 | 1/AC | AC | SS | SS/CC | 1 | 1R | 2 | 3 | 4 | 5 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 |
| Adopt entire chapter | ||||||||||||||||||||||||
| Adopt entire chapter as amended (amended sections listed below) |
||||||||||||||||||||||||
| Adopt only those sections that are listed below |
||||||||||||||||||||||||
| Chapter / Section |
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
Get a plain-English answer with a citation back to this text.
Ask AI about this code▸ Contents — 2025 California Building Code (Title 24, Part 2)
- Chapter 1 — ADMINISTRATION
- Chapter 2 — DEFINITIONS
- Chapter 3 — OCCUPANCY CLASSIFICATION AND USE
- Chapter 4 — SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY A…
- Chapter 5 — GENERAL BUILDING HEIGHTS AND AREAS
- Chapter 6 — TYPES OF CONSTRUCTION
- Chapter 7 — FIRE AND SMOKE PROTECTION FEATURES
- Chapter 7A — MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR W…
- Chapter 8 — INTERIOR FINISHES
- Chapter 9 — FIRE PROTECTION AND LIFE SAFETY SYSTEMS
- Chapter 10 — MEANS OF EGRESS
- Chapter 11 — RESERVED
- Chapter 11A — HOUSING ACCESSIBILITY
- Chapter 11B — ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMM…
- Chapter 12 — INTERIOR ENVIRONMENT
- Chapter 13 — ENERGY EFFICIENCY
- Chapter 14 — EXTERIOR WALLS
- Chapter 15 — ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
- Chapter 16 — STRUCTURAL DESIGN
- Chapter 16A — STRUCTURAL DESIGN
- Chapter 17 — SPECIAL INSPECTIONS AND TESTS
- Chapter 17A — SPECIAL INSPECTIONS AND TESTS
- Chapter 18 — SOILS AND FOUNDATIONS
- Chapter 18A — SOILS AND FOUNDATIONS
- Chapter 19 — CONCRETE
- Chapter 19A — CONCRETE
- Chapter 20 — ALUMINUM
- Chapter 21 — MASONRY
- Chapter 21A — MASONRY
- Chapter 22 — STEEL
- Chapter 22A — STEEL
- Chapter 23 — WOOD
- Chapter 24 — GLASS AND GLAZING
- Chapter 25 — GYPSUM PANEL PRODUCTS AND PLASTER
- Chapter 26 — PLASTIC
- Chapter 27 — ELECTRICAL
- Chapter 28 — MECHANICAL SYSTEMS
- Chapter 29 — PLUMBING SYSTEMS
- Chapter 30 — ELEVATORS AND CONVEYING SYSTEMS
- Chapter 31 — SPECIAL CONSTRUCTION
- Chapter 31A — SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING…
- Chapter 31B — PUBLIC POOLS
- Chapter 31C — RADIATION
- Chapter 31D — FOOD ESTABLISHMENTS
- Chapter 31F — MARINE OIL TERMINALS
- Chapter 32 — ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
- Chapter 33 — SAFEGUARDS DURING CONSTRUCTION
- Chapter 34 — RESERVED
- Chapter 35 — REFERENCED STANDARDS
- Appendix A — EMPLOYEE QUALIFICATIONS
- Appendix B — BOARD OF APPEALS
- Appendix C — GROUP U—AGRICULTURAL BUILDINGS
- Appendix D — FIRE DISTRICTS
- Appendix E — RESERVED
- Appendix F — RODENTPROOFING
- Appendix G — FLOOD-RESISTANT CONSTRUCTION
- Appendix H — SIGNS
- Appendix I — PATIO COVERS
- Appendix J — GRADING
- Appendix K — GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED B…
- Appendix L — EARTHQUAKE RECORDING INSTRUMENTATION
- Appendix M — TSUNAMI-GENERATED FLOOD HAZARDS
- Appendix N — REPLICABLE BUILDINGS
- Appendix O — PERFORMANCE-BASED APPLICATION
- Appendix P — SLEEPING LOFTS
- Appendix Q — EMERGENCY HOUSING