How do the 12‑16 standards reference external standards (ASTM, ANSI, ASCE, CSA)?

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

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

  12-16-1 ENGINEERING REGULATIONS—QUALITY AND

  DESIGN OF THE MATERIALS OF CONSTRUCTION

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

  DIVISION OF THE STATE ARCHITECT

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

  DIVISION 1—CONSTRUCTION

  SCOPE

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

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

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  12-16-2 ENGINEERING REGULATIONS—QUALITY AND

  DESIGN OF THE MATERIALS OF CONSTRUCTION

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

  DIVISION OF THE STATE ARCHITECT

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

  DIVISION 1—CONSTRUCTION

  SCOPE

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

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

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  12-31C RADIATION SHIELDING STANDARDS

  STANDARD 12-31C-1

  DEPARTMENT OF HEALTH SERVICES

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

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

  DIVISION OF THE STATE ARCHITECT

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

  DIVISION 1—CONSTRUCTION

  SCOPE

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

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

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  12-31C RADIATION SHIELDING STANDARDS

  STANDARD 12-31C-1

  DEPARTMENT OF HEALTH SERVICES

  Authority: Sections 102, 208 and 25811.

  Reference: Sections 102, 208 and 436.5.

  ALL HEALING ARTS X-RAY INSTALLATIONS

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

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  12-71 AIR FILTERS

  STANDARD 12-71-1

  STATE FIRE MARSHAL

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

  Sec. 12-71-100.

  (a) Test apparatus.

  1. The test duct, made of M.S. gage galvanized sheet metal reinforced with angle irons, is 21 inches square (13 548 mm [2] ) and 13 [1] / 2 feet (4114 mm) long.
• CRSC § 64703-64705. High relevance — show source text

  This installed weight per square foot shall conform with the manufacturer’s installed design density per square foot at the manufacturer’s labeled R -value.

  (b) Water heater insulation kits. No water heater insulation kit shall be sold, on or after March 25, 1982, unless it has a thermal resistance of at least R-6 and is so identified.

  Each water heater insulation kit sold shall include instructions which are equivalent to the Department of Energy standard practice for the installation of insulation on gas-fired, oil-fired and electric resistance water heaters, 44 Fed. Reg. pages 64703-64705.

  Authority: Section 25922, Public Resources Code.

  Reference: Section 25922, Public Resources Code.

  HISTORY:

  1. Amendment filed 8-10-81; designated effective 9-22-81 (Register 81, No. 33).
  2. Editorial correction of subsection (a) filed 1-13-82 (Register 82, No. 2).

  INTERPRETATION

  Sec. 12-13-1565.

  The General Counsel of the Commission shall make a determination as to the application or interpretation of any provision of this article to any person requesting such a determination. Any such request shall be submitted in writing to the Commission. The Commission shall make written replies to such inquiries and shall widely publish interpretations that have broad application or interest.

  Authority: Section 25218 (e), Public Resources Code.

  Reference: Sections 25920 and 25922, Public Resources Code.

  HISTORY:

  1. Amendment filed 8-10-81; designated effective 9-22-81 (Register 81, No. 33).

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  12-16-1 ENGINEERING REGULATIONS—QUALITY AND

  DESIGN OF THE MATERIALS OF CONSTRUCTION

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

  DIVISION OF THE STATE ARCHITECT

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

  DIVISION 1—CONSTRUCTION

  SCOPE

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

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

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  12-16-2 ENGINEERING REGULATIONS—QUALITY AND

• CRSC § 3.4 Medium relevance — show source text

  [3.4] Somerville, Paul G., Smith, Nancy F., Graves, Robert W., and Abrahamson, Norman A., 1997, “Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity,” Seismological Research Letters, Volume 68, Number 1, pp.199-222.

  [3.5] Pile Buck Inc., 1992, “Mooring Systems, A Pile Buck Production,” Jupiter, FL.

  [3.6] Oil Companies International Marine Forum (OCIMF), 2008, “Mooring Equipment Guidelines (MEG3),” 3rd ed., London, England.

  [3.7] Ferritto, J., Dickenson, S., Priestley N., Werner, S., Taylor, C., Burke, D., Seelig, W., and Kelly, S., 1999, “Seismic Criteria for Cali- fornia Marine Oil Terminals,” Vol. 1 and Vol. 2, Technical Report TR-2103-SHR, Naval Facilities Engineering Service Center, Port Hueneme, CA.

  [3.8] National Oceanic and Atmospheric Administration, Contact: National PORTS Program Manager, Center for Operational Ocean- ographic Products and Services, 1305 EW Highway, Silver Spring, MD 20910.

  [3.9] Department of Defense, 3 October 2005 (Change 2, 23 June 2016), Unified Facilities Criteria (UFC) 4-159-03, “Design: Moorings,” Washington, D.C.

  [3.10] Chakrabarti, S. K., 1987, “Hydrodynamics of Offshore Structures,” Computational Mechanics.

  [3.11] Kriebel, David, “Mooring Loads Due to Parallel Passing Ships,” Technical Report TR-6056-OCN, US Naval Academy, 30 Septem- ber 2005.

  [3.12] Wang, Shen, August 1975, “Dynamic Effects of Ship Passage on Moored Vessels,” Journal of the Waterways, Harbors and Coastal Engineering Division, Proceedings of the American Society of Civil Engineers, Vol. 101, WW3, Reston, VA.

  [3.13] Seelig, William N., 20 November 2001, “Passing Ship Effects on Moored Ships,” Technical Report TR-6027-OCN, Naval Facilities Engineering Service Center, Washington, D.C.

  [3.14] Moffatt & Nichol, April 2007, “Tsunami Hazard Assessment for the Ports of Long Beach and Los Angeles – FINAL REPORT,” prepared for the Ports of Long Beach and Los Angeles.

  [3.15] Synolakis, C., “Tsunami and Seiche,” Chapter 9 in Earthquake Engineering Handbook, Chen, W., Scawthorn, C. S. and Arros, J. K., editors, 2002, CRC Press, Boca Raton, FL.

  [3.16] Borrero, Jose, Dengler, Lori, Uslu, Burak and Synolakis, Costas, June 2006, “Numerical Modeling of Tsunami Effects at Marine Oil Terminals in San Francisco Bay,” Report for the Marine Facilities Division of the California State Lands Commission.

  [3.17] Camfield, Frederick E., February 1980, “Tsunami Engineering,” U.S. Army, Corps of Engineers, Coastal Research Center, Special Report No. 6.

• CRSC § 25.4 Medium relevance — show source text

  with
  hook embedded in mortar
  jointe, f|No. 10 screw extending
  through the steel framing
  a minimum of three
  exposed threads|Greater than 45/8 in.
  between backing and
  veneer|Maximum 65/8 in.
  between backing and
  veneer| |For SI: 1 inch = 25.4 mm.
  a. All fasteners shall have rust-inhibitive coating suitable for the installation in which they are being used, or be manufactured from material not susceptible to corrosion.
  b. An airspace that provides drainage shall be permitted to contain mortar from construction.
  c. In Seismic Design Category D0, D1 or D2, the minimum tie fastener shall be an 8d ring-shank nail (21/2 in. × 0.131 in.).
  d. Adjustable tie pintles shall include not fewer than 1 pintle leg of wire size W2.8 (MW18) with a maximum offset of 11/4 inches.
  e. Adjustable tie pintles shall include not fewer than 2 pintle legs with a maximum offset of 11/4 inches. Distance between inside face of brick and end of pintle shall be a maxi-
  mum of 2 inches.
  f. Adjustable tie backing attachment components shall consist of one of the following: eyes with minimum wire W2.8 (MW18), barrel with minimum1/4-inch outside diameter, or
  plate with minimum thickness of 0.074 inch and minimum width of 11/4 inches.|For SI: 1 inch = 25.4 mm.
  a. All fasteners shall have rust-inhibitive coating suitable for the installation in which they are being used, or be manufactured from material not susceptible to corrosion.
  b. An airspace that provides drainage shall be permitted to contain mortar from construction.
  c. In Seismic Design Category D0, D1 or D2, the minimum tie fastener shall be an 8d ring-shank nail (21/2 in. × 0.131 in.).
  d. Adjustable tie pintles shall include not fewer than 1 pintle leg of wire size W2.8 (MW18) with a maximum offset of 11/4 inches.
  e. Adjustable tie pintles shall include not fewer than 2 pintle legs with a maximum offset of 11/4 inches. Distance between inside face of brick and end of pintle shall be a maxi-
  mum of 2 inches.
  f. Adjustable tie backing attachment components shall consist of one of the following: eyes with minimum wire W2.8 (MW18), barrel with minimum1/4-inch outside diameter, or
  plate with minimum thickness of 0.074 inch and minimum width of 11/4 inches.|For SI: 1 inch = 25.4 mm.
  a. All fasteners shall have rust-inhibitive coating suitable for the installation in which they are being used, or be manufactured from material not susceptible to corrosion.
  b. An airspace that provides drainage shall be permitted to contain mortar from construction.
  c. In Seismic Design Category D0, D1 or D2, the minimum tie fastener shall be an 8d ring-shank nail (21/2 in. × 0.131 in.).
  d. Adjustable tie pintles shall include not fewer than 1 pintle leg of wire size W2.8 (MW18) with a maximum offset of 11/4 inches.
  e.

• CRSC § 1609.3.1. Medium relevance — show source text

  Horizontal battens are required for slopes over 7:12.
  e. Perimeter fastening areas include three tile courses but not less than 36 inches from either side of hips or ridges and edges of eaves and_gable_ rakes.
  f._ Vasd_ shall be determined in accordance with Section 1609.3.1.|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s, 1 pound per square foot = 4.882 kg/m2.
  a. Minimum fastener size. Corrosion-resistant nails not less than No. 11 gage with5/16-inch head. Fasteners shall be long enough to penetrate into the sheathing3/4 inch or
  through the thickness of the sheathing, whichever is less. Attaching wire for clay and concrete tile shall not be smaller than 0.083 inch.
  b. Snow areas. Not fewer than two fasteners per tile are required or battens and one fastener.
  c. Roof slopes greater than 24:12. The nose of all tiles shall be securely fastened.
  d. Horizontal battens. Battens shall be not less than 1 inch by 2 inches nominal. Provisions shall be made for drainage by a riser of not less than1/8 inch at each nail or by 4-foot-
  long battens with not less than a1/2-inch separation between battens. Horizontal battens are required for slopes over 7:12.
  e. Perimeter fastening areas include three tile courses but not less than 36 inches from either side of hips or ridges and edges of eaves and_gable_ rakes.
  f._ Vasd_ shall be determined in accordance with Section 1609.3.1.|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s, 1 pound per square foot = 4.882 kg/m2.
  a. Minimum fastener size. Corrosion-resistant nails not less than No. 11 gage with5/16-inch head. Fasteners shall be long enough to penetrate into the sheathing3/4 inch or
  through the thickness of the sheathing, whichever is less. Attaching wire for clay and concrete tile shall not be smaller than 0.083 inch.
  b. Snow areas. Not fewer than two fasteners per tile are required or battens and one fastener.
  c. Roof slopes greater than 24:12. The nose of all tiles shall be securely fastened.
  d. Horizontal battens. Battens shall be not less than 1 inch by 2 inches nominal. Provisions shall be made for drainage by a riser of not less than1/8 inch at each nail or by 4-foot-
  long battens with not less than a1/2-inch separation between battens. Horizontal battens are required for slopes over 7:12.
  e.

• CRSC § 1703.3 Medium relevance — show source text

  TABLE 1703.3

  GROUND SOURCE LOOP PIPE FITTINGS

  MATERIAL	STANDARD
  Cross-linked Polyethylene (PEX)	ASTM F877, ASTM F1055, ASTM F1807, ASTM F1960, ASTM F2080, ASTM F2159, ASTM F2434, ASTM F3347, ASTM F3348, CSA B137.5, ANSI/CSA/IGSHPA C448, NSF/ANSI 358-3
  High Density Polyethylene (HDPE)	ASTM D2683, ASTM D3261, ASTM F1055, CSA B137.1, ANSI/CSA/IGSHPA C448, NSF/ANSI 358-1
  Polypropylene (PP)	ASTM F2389, CSA B137.11, NSF/ANSI 358-2
  Polyethylene of Raised Temperature (PE-RT)	ASTM D3261, ASTM F1055, ASTM F1807, ASTM F2080, ASTM F2159, ASTM F2769, ASTM F3347, ASTM F3348, CSA B137.18, ANSI/CSA/IGSHPA C448, NSF/ANSI 358-4

  1703.4 Underground Piping and Submerged Materi- als. Underground and submerged piping for a ground-heat exchanger shall be polyethylene (PE) pipe or tubing in accordance with Section 1703.4.1 and Section 1703.4.1.1, or crosslinked polyethylene (PEX) pipe or tubing in accordance with Section 1703.4.2 and Section 1703.4.2.1.

  1703.4.1 Polyethylene (PE). Polyethylene pipe or tubing shall be manufactured in accordance with the standards listed in Table 1703.2. Pipe or tubing shall have a minimum wall thickness equal to SDR-11 and shall have a minimum pressure rating of not less than 160 psi (1103 kPa) at 73°F (23°C).

  Polyethylene pipe and tubing shall be manufactured from a PE compound that has a pipe material designation code of PE 3608, PE 3708, PE 3710, PE 4608, PE 4708, or PE 4710 as defined in the applicable standards referenced in Table 1703.2, with a cell classification in accordance with ASTM D3350 appropriate for the material designation code, and a color and ultraviolet stabilizer code of C or E. Code E compounds shall be stabilized against deterioration from unprotected exposure to ultraviolet rays for not less than 3 years in accordance with the test criteria specified in ASTM D2513.

  1703.4.1.1 Joining Methods for Polyethylene Pipe or Tubing. Joints between high density polyethylene (HDPE) plastic pipe or tubing and fittings shall be installed in accordance with the manufac

  TABLE 1701.11.1

  WATER QUALITY [1]

  WATER QUALITY TABLE 1703.3

  GROUND SOURCE LOOP PIPE FITTINGS

• CRSC § 1.1 Medium relevance — show source text

  M4—21: Standard for the Handling, Storage, Field Fabrication, and Field Treatment of Preservative-treated Wood Products:

  R304.1.1, R305.1.2

  U1—23: USE CATEGORY SYSTEM: User Specification for Treated Wood Except Commodity Specification H R304.1, R402.1.2, R504.3, R703.6.3, R905.7.6, Table R905.8.5, R905.8.7

  CEN European Committee for Standardization (EN) Rue de la Science 23 Brussels, Belgium B - 1040

  EN 15250—2007: Slow Heat Release Appliances Fired by Solid Fuel Requirements and Test Methods

  R1002.2

  CPA Composite Panel Association 19465 Deerfield Avenue, Suite 306 Leesburg, VA 20176

  ANSI A135.4—2012(R2020): Basic Hardboard Table R602.3(2)

  ANSI A135.5—2012(R2020): Prefinished Hardboard Paneling

  R702.5

  ANSI A135.6—2012(R2020): Engineered Wood Siding

  R703.5

  ANSI A135.7—2012(R2020): Engineered Wood Trim

  R703.5

  ANSI A208.1—2016: Particleboard

  R503.3.1, R602.1.9, R605.1

  CPSC Consumer Product Safety Commission 4330 East-West Highway Bethesda, MD 20814

  16 CFR, Part 1201 (2002): Safety Standard for Architectural Glazing Material R324.1.1, R324.3.1, Table R324.3.1(1)

  16 CFR, Part 1209 (2002): Interim Safety Standard for Cellulose Insulation

  R302.10.3

  16 CFR, Part 1404 (2002): Cellulose Insulation

  R302.10.3

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  REFERENCED STANDARDS

  CSA CSA Group 8501 East Pleasant Valley Road Cleveland, OH 44131-5516

  AAMA/WDMA/CSA 101/I.S.2/A440—22: North American Fenestration Standard/Specification for Windows, Doors, and Skylights

  R609.3

  ASME A17.1—2022/CSA B44—22: Safety Code for Elevators and Escalators

  R323.1

  CSA O325—21: Construction Sheathing

  R503.2.1, R602.1.8, R604.1, R803.2.1

  O437-Series—93(R2011): Standards on OSB and Waferboard

  R503.2.1, R602.1.8, R604.1, R803.2.1

  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 R702.6, R703.6, Table R905.7.4

  DASMA Door & Access Systems Manufacturers Association International 1300 Sumner Avenue Cleveland, OH 44115-2851

• CRSC § 1.3 Medium relevance — show source text

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

  REFERENCED STANDARDS

  S-1.3—(2020): Pressure Relief Device Standards—Part 3—Stationary Storage Containers for Compressed Gases

  5303.3.2, 5503.2

  V-1—(2021): Standard for Compressed Gas Cylinder Valve Outlet and Inlet Connections

  3505.2.1

  CGR Coast Guard Regulations, c/o Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402-9325

  46 CFR Parts 30, 32, 35 & 39—1999: Shipping

  5706.8

  CPSC Consumer Product Safety Commission, 4330 East-West Highway, Bethesda, MD 20814

  16 CFR Part 1500 (2009): Hazardous Substances and Articles; Administration and Enforcement Regulations

  202, 5601.1.3

  16 CFR Part 1500.41 (2009): Method for Testing Primary Irritant Substances

  202

  16 CFR Part 1500.42 (2009): Test for Eye Irritants

  202

  16 CFR Part 1500.44 (2009): Method for Testing Extremely Flammable and Flammable Solids

  202

  16 CFR Part 1507 (2002): Fireworks Devices

  202, 5601.1.3

  16 CFR Part 1630 (2007): Standard for the Surface Flammability of Carpets and Rugs

  804.3.3.1, 804.3.3.2

  CSA CSA Group, 8501 East Pleasant Valley Road, Cleveland, OH 44131

  ANSI Z21.69—2015 (R2020)/CSA 6.16—(R2020): Connectors for Moveable Gas Appliances

  606.4

  ANSI Z83.26—2014/CSA 2.37—14: Gas-Fired Outdoor Infrared Patio Heaters

  4103.1.2.2.1

  CSA/ANSI FC1—21/CSA C22.2 No 62282-2-100—21: Fuel Cell Technologies—Part 3-100: Stationary Fuel Cell Power Systems—Safety

  1206.3

  CSA/ANSI NGV 5.1—22: Residential Fueling Appliances

  2308.2.3

  CSA/ANSI NGV 5.2—2022: Vehicle Fueling Appliances (VFA)

  2308.2.4

  DOC U.S. Department of Commerce, 1401 Constitution Avenue, NW, Washington, DC 20230

  16 CFR Part 1632—2015: Standard for the Flammability of Mattress and Mattress Pads (FF 4-72, Amended)

  805.1.2.1, 805.2.2.1, 805.3.2.1, 805.4.2.1

  DOL U.S. Department of Labor, c/o Superintendent of Documents, Washington, DC 20402-9325

  29 CFR Part 1910.1000—2015: Air Contaminants

  202, 2104.2.1

  29 CFR Part 1910.1200 (2015): Hazard Communication

  202, 5603.6

  DOTn U.S. Department of Transportation, Office of Hazardous Material Safety, 1200 New Jersey Avenue SE, East Building 2nd Floor, Washington, DC 20590

• CRSC § 2112.2 Medium relevance — show source text

  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

• CRSC § 5-2012 Medium relevance — show source text

  ANSI/ASABE S640 is the American National Standards Institute/American Society of Agricultural and Biological Engineers document titled “Quantities and Units of Electromagnetic Radiation for Plants (Photosynthetic Organisms),” 2017 (ANSI/ASABE S640 JUL2017).

  ANSI/ASSPE Z9.5 is the American National Standards Institute document titled “Laboratory Ventilation,” 2012 (ANSI/AIHA/ASSPE Z9.5-2012).

  ANSI C82.6 is the American National Standards Institute document titled “AMERICAN NATIONAL STANDARD FOR LAMP BALLASTS— Ballasts for High-Intensity Discharge Lamps—Methods of Measurement,” 2020 (ANSI C82.6-2015 (R2020)).

  6 2025 CALIFORNIA ENERGY CODE

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  ALL OCCUPANCIES—GENERAL PROVISIONS

  ANSI/CTA-2045-B is the American National Standards Institute document titled “Modular Communications Interface for Energy Management,” 2021 (ANSI/CTA-2045-B-2021).

  ANSI/NEMA WD 6 is the National Electrical Manufacturers Association Document titled “American National Standard for Wiring Devices—Dimensional Specification,” 2016 (ANSI/NEMA WD 6-2016).

  ANSI Z21.40.4a is the American National Standards Institute document titled “Performance Testing and Rating of Gas-Fired, Air Conditioning and Heat Pump Appliances,” 2017 (ANSI Z21.40.4a-1996 (R2017)/CGA 2.94a-M96 (R2017)).

  ANSI Z21.47 is the American National Standards Institute document titled “Gas-Fired Central Furnaces,” 2021 (ANSI Z21.472021/CSA 2.3-2021).

  ANSI Z83.8 is the American National Standards Institute document titled “Gas Unit Heaters, Gas Packaged Heaters, Gas Utility Heaters and Gas-Fired Duct Furnaces,” 2016 (ANSI Z83.8-2016/CSA 2.6-2016 (R2021)).

  APPLIANCE EFFICIENCY REGULATIONS are the regulations in Title 20, Sections 1601 et seq. of the California Code of Regulations.

  APPROVED CALCULATION METHOD (See “alternative calculation methods.”)

  ASCE 7-16 is the American Society of Civil Engineers Standard 7-16.

  ASHRAE is the American Society of Heating, Refrigerating and Air-Conditioning Engineers.

  ASHRAE CLIMATIC DATA FOR REGION X is the American Society of Heating, Refrigerating and Air-Conditioning Engineers document titled “ASHRAE Climatic Data for Region X, Arizona, California, Hawaii and Nevada,” Publication SPCDX, 1982 and “Supplement,” 1994.

  ASHRAE HANDBOOK, APPLICATIONS VOLUME is the American Society of Heating, Refrigerating and Air-Conditioning Engineers document titled “ASHRAE Handbook: Heating, Ventilating, and Air-Conditioning Applications” (I-P) (2019).

  ASHRAE HANDBOOK, FUNDAMENTALS VOLUME is the American Society of Heating, Refrigerating and Air- Conditioning Engineers document titled “ASHRAE Handbook: Fundamentals” (I-P) (2017).

• CRSC § 1974-17 Medium relevance — show source text

  E108-2020a|||X||||||||||||||||||||| |CSA||||X|||||||||||||||||||| |DASMA||||X|||||||||||||||||||| |ICC|||X|X|||||||||||||||||||| |IFC-18||||X|||||||||||||||||||| |ISO||||X|||||||||||||||||||| |NFPA|||X|X|||||||||||||||||||| |NFPA 68-13|||X||||||||||||||||||||| |SFM|||X||||||||||||||||||||| |UBC|||X||||||||||||||||||||| |UL||||X|||||||||||||||||||| |UL 790 Edition 9 2022|||X||||||||||||||||||||| |UL 1974-17|||X||||||||||||||||||||| |UL 9540-20|||X||||||||||||||||||||| |UL 9540 Edition 4 2019|||X||||||||||||||||||||| |WDMA||||X||||||||||||||||||||

  The state agency does not adopt sections identified with the following symbol: †

  2025 CALIFORNIA RESIDENTIAL CODE 44-1

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

  44-2 2025 CALIFORNIA RESIDENTIAL CODE

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

  Part IX— Referenced Standards

  44 REFERENCED STANDARDS

  Notwithstanding California laws and regulations, these referenced standards shall be applicable only to those California Residential Code sections that are adopted.

  User notes:

  About this chapter: The one- and two-family dwelling code contains numerous references to standards promulgated by other organizations that are used to provide requirements for materials, products and methods of construction. Chapter 44 contains a comprehensive list of all standards that are referenced in this code. These standards, in essence, are part of this code to the extent of the reference to the standard.

  This chapter lists the standards that are referenced in various sections of this document. The standards are listed herein by the promulgating agency of the standard, the standard identification, the effective date and title, and the section or sections of this document that reference the standard. The application of the referenced standards shall be as specified in Section R102.4.

  ABTG Applied Building Technology Group LLC6300 Enterprise Lane Madison, WI 53719

  ANSI/ABTG FS 100—2012 (R2018): Standard Requirements for Wind Pressure Resistance of Foam Plastic Insulation Sheathing Used in Exterior Wall Covering Assemblies

  R303.8

  ACCA Air Conditioning Contractors of America 1330 Braddock Place, Suite 350 Alexandria, VA 22314

  ANSI/ACCA 2 Manual J—2016: Residential Load Calculation

  Table R301.2

  ACI American Concrete Institute 38800 Country Club Drive Farmington Hills, MI 48331