CALGreen · California Green Building Standards Code (CALGreen)

How to look up specific plumbing/product standards (NSF, CSA, ASME) in Chapter 6

CALGreen **§ 601.1** is an index: it lists NSF, CSA, ASME (and other) standards and shows the code sections that require them. Use § 601.1 to find the exact standard (and edition) and the “Referenced Section” column to jump to the section that contains the enforceable requirement (flow rates, certifications, test methods). If a standard is listed only as informational or not locally adopted, confirm local adoption before relying on it. file

Last reviewed: July 6, 2026

What the code requires

Chapter 6 is the CALGreen Referenced Organizations and Standards chapter; § 601.1 says the chapter “lists the organizations and standards that are referenced in various sections of this document” and that standards are listed according to the promulgating agency. § 601.1 therefore is the index: it does not contain product performance numbers — it tells you which standard applies and where in the code that standard is required.

The single most important rule: use § 601.1 to find the standard name/acronym and the CALGreen (or other code) section that requires it — then read that requiring section for the actual performance or certification requirement.

Key defined terms (first mention)

  • § 601.1 — the Chapter‑6 index of referenced standards (CALGreen).
  • Referenced Standard — the named standard (for example, NSF/ANSI, CSA, ASME entries) shown in Chapter 6 and paired with the CALGreen section(s) that use it.

Requirements in detail

Steps to look up a plumbing/product standard in CALGreen Chapter 6 (practical workflow)

  1. Open Chapter 6 (Referenced Organizations and Standards) and locate § 601.1 — this is the table that lists standard acronyms/numbers and the CALGreen sections that reference them.
  2. Find the standard acronym or number you need (e.g., NSF, CSA, ASME A112.x). The table’s “Referenced Section” column tells you which CALGreen (or other) code section requires that standard.
  3. Go to the CALGreen section shown in the “Referenced Section” column (or to the referenced technical code section, e.g., Plumbing Code) and read that section to learn the actual requirement (flow rate, certification, installation rule, etc.). Note: Chapter 6 itself is an index; performance or certification details live in the sections that call the standard.
  4. If the referenced section points to a technical code (plumbing, mechanical, etc.), open that code and read the specific product/fixture requirement (the technical code contains the normative test, flow rate, or certification reference). Example: faucets are required to comply with ASME A112.18.1/CSA B125.1 in the Plumbing Code section covering faucets.

Decision-relevant checklist (quick table)

Decision question How to use Chapter 6 to answer it Code Reference
Which standard covers my product (NSF / CSA / ASME)? Look up the standard acronym or number in the Chapter 6 table under § 601.1. § 601.1
Where in the code is that standard required? Read the “Referenced Section” column next to the standard entry in the table — it points to the section that requires the standard. § 601.1
Does Chapter 6 itself set numeric limits (e.g., gpm)? No — Chapter 6 is an index. Go to the referenced CALGreen/plumbing section it points to for numeric values (e.g., flow rates).
Is the referenced standard automatically part of the enforceable code? Not always. Some referenced standards are included for convenience and may not be part of the code unless adopted by the local jurisdiction — check Chapter 8 notes and local adoption.

How Chapter 6 is organized (what to expect)

  • The table in § 601.1 lists the standard acronym/number, the standard title, and the Referenced Section where the standard is required. Use the row for NSF, CSA, or ASME to see the exact standard number and where it’s used.
  • Standards are grouped by the issuing organization (NSF entries together, ASME entries together, etc.).

Exceptions & special cases

  • Informational-only entries: CALGreen sometimes includes referenced standards “for convenience” and notes that they are not part of the code unless adopted by a local jurisdiction — confirm local adoption before relying on an informational standard.
  • Multiple editions: Chapter 6 typically lists a specific edition/year for a referenced standard. If you need a different edition, verify whether the code text that references the standard permits later editions or explicitly fixes the edition. The Chapter 6 table shows the edition where provided.
  • Cross-code calls: CALGreen may list a standard that is used by another technical code (e.g., Plumbing Code). The chapter’s “Referenced Section” may point you to the plumbing code section number — you must read that plumbing code section to get the performance requirement or installation detail. file

Common mistakes

  • Assuming Chapter 6 contains the technical requirement. False — § 601.1 is an index; it only lists standards and where they’re referenced. Always follow the referenced (requiring) section for the actual rule.
  • Skipping local adoption checks. Some standards listed in CALGreen are informational until a jurisdiction adopts them — check Chapter 8 and the local adopting authority.
  • Confusing acronym search with exact standard number. If you search just “ASME” you may miss that the code actually requires ASME A112.18.1 (a specific ASME standard). Use the precise standard number from § 601.1 to find the right requirement.
  • Not following cross-references. If § 601.1 points to a Plumbing Code section (for example § 417.1 for faucet fittings), read that plumbing section — it contains the compliance language and any numeric limits.

Worked example — concrete scenario

Scenario: You are specifying a public lavatory faucet and need to confirm which standard(s) it must meet.

  1. Search Chapter 6 (§ 601.1) for “ASME A112.18.1” or the acronym “ASME.” The Chapter 6 table will show the standard entry and list the CALGreen or other code section that references it.
  2. The table entry for ASME A112.18.1 will point to the requiring section; for faucets CALGreen points you to the plumbing/fixture requirement (CALGreen/Plumbing Code reference). For example, the Plumbing Code’s faucet/fixture section § 417.1 states that “Faucets and fixture fittings shall comply with ASME A112.18.1/CSA B125.1.” Read § 417.1 for the compliance statement.
  3. If you also need a numeric flow rate (for a kitchen or public lavatory), the Plumbing Code or CALGreen water‑efficiency section will contain the gpm limits (e.g., kitchen faucet default to 1.8 gpm in applicable CALGreen/Plumbing provisions) — but that numeric value is in the requiring section, not in § 601.1. Confirm the exact numeric value and any default behavior from the requiring section (see the plumbing code example for kitchen faucet flow-rate language).

Numbers in the example above (like 1.8 gpm) are found in the requiring plumbing/CALGreen sections — § 601.1 only tells you where to look. file


Related provisions

  • § 601.1 — Chapter 6 table of referenced organizations and standards (the index you must use).
  • Chapter 5, Division 5.3 — Water efficiency / appliance performance cross-references often called by plumbing sections (see table of contents and chapter headings).
  • Chapter 8 notes on referenced standards (explains informational vs. adopted standards).
  • Plumbing Code sections that implement the standards referenced in Chapter 6 (examples: § 417.1 for faucets; § 420.2 for sink/kitchen faucet flow limits) — those are the sections you will be directed to from § 601.1. file

Code references

Grounded in the retrieved California Green Building Standards Code (CALGreen) — click a citation to read the verbatim passage:

  • CALGreen § 9.1 High relevance — show source text
    SHUTOFF VALVE
    APPLICATION
    STANDARDS




    Appliance shutoff
    valve up to1_/_2 psi
    CSA/ANSI Z21.15/CSA 9.1




    Appliance shutoff
    valve up to1_/_2 psi
    ASME B16.44




    Appliance shutoff
    valve up to1_/_2 psi
    ASME B16.33 marked 125 G




    Appliance shutoff
    valve up to1_/_2 psi
    CSA/ANSI LC 4/CSA 6.32



    Valve up to1_/_2 psi
    ASME B16.44



    Valve up to1_/_2 psi
    ASME B16.33 marked 125 G



    Valve up to1_/_2 psi
    CSA/ANSI LC 4/CSA 6.32






    Valve up to 2 psi
    ASME B16.44 labeled 2G






    Valve up to 2 psi
    ASME B16.33 marked 125 G






    Valve up to 2 psi
    CSA/ANSI LC 4/CSA 6.32 with
    ANSI/ASME B16.44 labeled 2G or
    labeled 5G






    Valve up to 2 psi
    CSA/ANSI LC 4/CSA 6.32 with
    ANSI/ASME B16.33 marked 125 G






    Valve up to 5 psi
    ASME B16.44 labeled 5G






    Valve up to 5 psi
    ASME B16.33






    Valve up to 5 psi
    CSA/ANSI LC 4/CSA 6.32 with
    ANSI/ASME B16.44 marked 5G






    Valve up to 5 psi
    CSA/ANSI LC 4/CSA 6.32 with
    ANSI/ASME B16.33 marked 125 G

    Valve up to 125 psi
    ASME B16.33 marked 125 G

    Valve up to 125 psi
    CSA/ANSI LC 4/CSA 6.32 with
    ASME B16.33 marked 125 G

    For SI Units: 1 pound-force per square inch = 6.8947 kPa

    1308.13 Expansion and Flexibility. Piping systems shall be designed to prevent failure from thermal expansion or contraction. [NFPA 54:5.13.1]

  • CALGreen § 420.0 High relevance — show source text

    420.0 Sinks.

    420.1 Application. Sinks shall comply with ASME A112.19.1/CSA B45.2, ASME A112.19.2/CSA B45.1, ASME A112.19.3/CSA B45.4, CSA B45.5/IAPMO Z124, CSA B45.8/IAPMO Z403, or CSA B45.12/IAPMO Z402. Moveable sink systems shall comply with ASME A112.19.12. Sink assemblies with automatic soap dispensers, faucets, or hand dryers shall comply with IAPMO IGC 127. 420.2 Water Consumption. Sink faucets shall have a maximum flow rate of not more than 2.2 gpm at 60 psi (8.3 L/m at 414 kPa).

    Exceptions: (1) Clinical sinks (2) Laundry sinks (3) Service sinks

    420.2.1 Kitchen Faucets. [BSC-CG & DSA-SS] Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons (6.81 L) per minute at 60 psi (414 kPa). Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons (8.3 L) per minute at 60 psi (414 kPa), and must default to a maximum flow rate of 1.8 gallons (6.81 L) per minute at 60 psi (414 kPa) in compliance with Chapter 5, Division 5.3 of the California Green Building Stan- dards Code (CALGreen). 420.2.2 Kitchen Faucets. [HCD 1] The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons (6.81 L) per minute at 60 psi (414 kPa). Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons (8.32 L) per minute at 60 psi (414 kPa), and must default to a maximum flow rate of 1.8 gallons (6.81 L) per minute at 60 psi (414 kPa) in com- pliance with Chapter 4, Division 4.3 or Chapter 5, Divi- sion 5.3 of the California Green Building Standards Code (CALGreen), as applicable. Note: Where faucets meeting the maximum flow rate of 1.8 gpm (6.81 L) are unavailable, aerators or other means may be used to achieve reduction. 420.3 Pre-Rinse Spray Valve. Commercial food service pre-rinse spray valves shall have a maximum flow rate in accordance with Table 420.3 and shall be equipped with an integral automatic shutoff.

    TABLE 420.3

    COMMERCIAL PRE-RINSE SPRAY VALVE MAXIMUM FLOW RATE

    PRODUCT CLASS BY SPRAY FORCE MAXIMUM FLOW RATE,
    GPM

    Product Class 1 (≤ 5.0 ounces-force)
    1.00


    Product Class 2 (> 5.0 ounces-force and
    ≤ 8.0 ounces-force)
    1.20

    Product Class 3 (> 8.0 ounces-force)
    1.28
  • CALGreen § 416.0 High relevance — show source text

    416.0 Emergency Eyewash and Shower Equipment. 416.1 Application. Emergency eyewash and shower equipment shall comply with ISEA Z358.1. 416.2 Water Supply. Emergency eyewash and shower equipment shall not be limited in the water supply flow rates. Where hot and cold water is supplied to an emergency shower or eyewash station, the temperature of the water supply shall be controlled by a temperature actuated mixing valve complying with ASSE 1071. Where water is supplied directly to an emergency shower or eyewash station from a water heater, the water heater shall comply with ASSE 1085. The flow rate, discharge pattern, and temperature of flushing fluids shall be provided in accordance with ISEA Z358.1. 416.3 Installation. Emergency eyewash and shower equipment shall be installed in accordance with the manufacturer’s

    installation instructions.

    416.4 Location. Emergency eyewash and shower equipment shall be located on the same level as the hazard and accessible for immediate use. The path of travel shall be free of obstructions and shall be clearly identified with signage. 416.5 Drain. A drain shall not be required for emergency eyewash or shower equipment. Where a drain is provided, the discharge shall be in accordance with Section 811.0.

    417.0 Faucets and Fixture Fittings. 417.1 Application. Faucets and fixture fittings shall comply with ASME A112.18.1/CSA B125.1. Fixture fittings covered under the scope of NSF/ANSI/CAN 61 shall comply with the requirements of NSF/ANSI/CAN 61. 417.1.1 Wash Fountains. [BSC-CG & DSA-SS] Wash fountains shall have a maximum flow rate of not more than 1.8 gallons (6.81 L) per minute/20 [rim space (inches) at 60 psi] in compliance with Chapter 5, Divi- sion 5.3 of the California Green Building Standards Code (CALGreen). 417.1.2 Metering Faucets for Wash Fountains.

    [BSC-CG & DSA-SS] Metering faucets for wash foun- tains shall have a maximum flow rate of not more than 0.20 gallons (0.76 L) per cycle/20 [rim space (inches) at 60 psi] in compliance with Chapter 5, Division 5.3 of the California Green Building Standards Code (CALGreen).

    417.2 Deck Mounted Bath/Shower Valves. Deck mounted bath/shower transfer valves with integral backflow protection shall comply with ASME A112.18.1/CSA B125.1.

    This shall include handheld showers, and other bathing appliances mounted on the deck of bathtubs or other bathing appliances that incorporate a hose or pull out feature. 417.3 Handheld Showers. Handheld showers shall comply with ASME A112.18.1/CSA B125.1. Handheld showers with integral backflow protection shall comply with ASME A112.18.1/CSA B125.1 or shall have a backflow prevention device that complies with ASME A112.18.3 or ASSE 1014. 417.4 Faucets and Fixture Fittings with Hose Con- **nected Outlets.

  • CALGreen § 412.1.1 High relevance — show source text

    412.1.1 Wall-Mounted Urinals. [BSC-CG & DSA- SS] The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons (0.47 L) per flush in com- pliance with Chapter 5, Division 5.3, of the California Green Building Standards Code (CALGreen).

    412.1.2 Floor-Mounted Urinals. [BSC-CG & DSA- SS] The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons (1.89 L) per flush in compliance with Chapter 5, Division 5.3, of the California Green Building Standards Code (CALGreen).

    »

    (1) A limiting device conforming to either ASSE 1070/ASME A112.1070/CSA B125.70 or CSA B125.3.

    (2) A water heater conforming to ASSE 1084.

    409.5 Backflow Protection. The water supply to a bathtub and whirlpool bathtub filler valve shall be protected by an air gap or in accordance with Section 417.0.

    409.6 Installation and Access. Bathtubs and whirlpool bathtubs shall be installed in accordance with the manufac turer’s installation instructions. Access openings shall be of a size and opening to permit the removal and replacement of the circulation pump.

    Whirlpool pump access located in the crawl space shall be located not more than 20 feet (6096 mm) from an access door, trap door, or crawl hole.

    The circulation pump shall be located above the crown weir of the trap.

    The pump and the circulation piping shall be self-draining to minimize water retention.

    409.6.1 Suction Fittings. Suction fittings on whirlpool bathtubs shall comply with ASME A112.19.7/CSA B45.10.

    409.6.2 Flexible PVC Hoses and Tubing. Flexible PVC hoses and tubing intended to be used on whirlpool bathtub water circulation systems or pneumatic systems shall comply with IAPMO/ANSI Z1033.

    410.0 Bidets.

    410.1 Application. Bidets shall comply with ASME A112.19.2/CSA B45.1 or ASME A112.19.3/CSA B45.4.

    410.2 Backflow Protection. The water supply to the bidet shall be protected by an air gap or in accordance with Section 603.3.2, Section 603.3.5, or Section 603.3.6.

    410.3 Limitation of Water Temperature in Bidets. The maximum hot water temperature discharging from a bidet shall be limited to 110°F (43°C). The maximum temperature shall be regulated by one of the following means:

    (1) A limiting device conforming to either ASSE 1070/ASME A112.1070/CSA B125.70 or CSA B125.3.

    (2) A water heater conforming to ASSE 1084.

    411.0 Water Closets.

  • CALGreen § 411.2.3 High relevance — show source text

    411.2.3 Performance. [HCD 1 & HCD 2] Water clos- ets installed in residential occupancies shall meet or exceed the minimum performance criteria developed for certification of high-efficiency toilets under the WaterSense program sponsored by the U.S. Environ- mental Protection Agency (EPA).

    411.2.4 Water Closets. [BSC-CG & DSA-SS] The effective flush volume of all water closets shall not exceed 1.28 gallons (4.8 L) per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type Toilets in compliance with Chapter 5, Division 5.3. of the California Green Building Standards Code (CALGreen).

    411.3 Water Closet Seats. Water closet seats shall be properly sized for the water closet bowl type, and shall be of smooth, non-absorbent material. Seats, for public use, shall be of the elongated type and either of the open front type or have an automatic seat cover dispenser. Water closet seats shall be provided with or without covers. Plastic seats shall comply with IAPMO/ANSI Z124.5.

    411.4 Personal Hygiene Devices. Water closets with integral personal hygiene devices shall comply with ASME A112.4.2/CSA B45.16.

    412.0 Urinals.

    412.1 Application. Urinals shall comply with ASME A112.19.2/CSA B45.1, ASME A112.19.19, or CSA B45.5/IAPMO Z124. Wall-mounted urinals shall have an average water consumption not to exceed 0.125 gallons (0.47 L) per flush. Other urinals shall have an average water con- sumption not to exceed 0.5 gallons (1.89 L) per flush.

    412.1.1 Wall-Mounted Urinals. [BSC-CG & DSA- SS] The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons (0.47 L) per flush in com- pliance with Chapter 5, Division 5.3, of the California Green Building Standards Code (CALGreen).

    412.1.2 Floor-Mounted Urinals. [BSC-CG & DSA- SS] The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons (1.89 L) per flush in compliance with Chapter 5, Division 5.3, of the California Green Building Standards Code (CALGreen).

    »

    (1) A limiting device conforming to either ASSE 1070/ASME A112.1070/CSA B125.70 or CSA B125.3.

    (2) A water heater conforming to ASSE 1084.

    409.5 Backflow Protection. The water supply to a bathtub and whirlpool bathtub filler valve shall be protected by an air gap or in accordance with Section 417.0.

    409.6 Installation and Access. Bathtubs and whirlpool bathtubs shall be installed in accordance with the manufac turer’s installation instructions. Access openings shall be of a size and opening to permit the removal and replacement of the circulation pump.

  • CALGreen § 605.15 High relevance — show source text

    605.15 Dielectric Unions. Dielectric unions where installed at points of connection where there is a dissimilarity of metals shall be in accordance with ASSE 1079 or IAPMO PS 66.

    [DSA-SS, HCD 1, HCD 2, OSHPD 1, 1R, 2, 3, 4 & 5] Dielectric unions shall be used at all points of connection where there is a dissimilarity of metals.

    605.16 Joints Between Various Materials. Joints

    between various materials shall be installed in accordance

    with the manufacturer’s installation instructions and shall comply with Section 605.16.1 through Section 605.16.3. 605.16.1 Copper or Copper Alloy Pipe or Tubing to Threaded Pipe Joints. Joints from copper or copper alloy pipe or tubing to threaded pipe shall be made using copper alloy adapter, copper alloy nipple [minimum 6 inches (152 mm)], dielectric fitting, or dielectric union in accordance with ASSE 1079 or IAPMO PS 66. The joint between the copper or copper alloy pipe or tubing and the fitting shall be a soldered, brazed, flared, or press-connect joint and the connection between the threaded pipe and the fitting shall be made with a standard pipe size threaded joint. 605.16.2 Plastic Pipe to Other Materials. Where connecting plastic pipe to other types of piping, approved types of adapter or transition fittings designed for the specific transition intended shall be used.

    605.16.3 Stainless Steel to Other Materials. Where connecting stainless steel pipe to other types of piping, mechanical joints of the compression type, dielectric fitting, or dielectric union in accordance with ASSE 1079 or IAPMO PS 66 and designed for the specific transition intended shall be used.

    606.0 Valves.

    606.1 General. Valves up to and including 2 inches (50 mm) in size shall be copper alloy or other approved material. Sizes exceeding 2 inches (50 mm) shall be permitted to have bodies of cast iron, copper alloy, or other approved materials. Each gate or ball valve shall be a fullway or full-port type with working parts of the non-corrosive material. Where valves are made from copper alloys containing more than 15 percent zinc by weight and are used in plastic piping systems, they shall be resistant to dezincification and stress corrosion cracking in compliance with NSF/ANSI 14. Valves carrying water used in potable water systems shall comply with the requirements of ASME A112.4.14/CSA B125.14, ASME

    B16.34, ASTM F1970, ASTM F2389, AWWA C500, AWWA C504, AWWA C507, IAPMO/ANSI Z1157, MSS SP-67, MSS SP-70, MSS SP-71, MSS SP-72, MSS SP-78, MSS SP-80, MSS SP-110, MSS SP-122, or NSF/ANSI 359. Valves intended to supply drinking water shall also comply with the requirements of NSF/ANSI/CAN 61. 606.2 Fullway Valve. A fullway valve controlling outlets shall be installed on the discharge side of each water meter and each unmetered water supply.

  • CALGreen § 301.2.4 High relevance — show source text

    Waste, and Vent Piping Applications|Piping, Ferrous|301.2.4, Table 701.2,
    Table 707.2| |CISPI 310-2020|Couplings for Use in Connection with Hubless Cast Iron Soil
    Pipe and Fittings for Sanitary and Storm Drain, Waste, and
    Vent Piping Applications|Joints|301.2.4, 705.2.2| |CSA|CSA|CSA|CSA| |ASME A112.19.2-
    2018/CSA B45.1-2018|Ceramic Plumbing Fixtures|Fixtures|407.1, 408.1, 409.1,
    410.1, 411.1, 412.1,
    415.1, 420.1| |ASME A112.19.1-
    2018/CSA B45.2-2018|Enameled Cast Iron and Enameled Steel Plumbing Fixtures|Fixtures|407.1, 408.1, 409.1,
    415.1, 420.1| |ASME A112.19.3-
    2017/CSA B45.4-2017|Stainless Steel Plumbing Fixtures|Fixtures|407.1, 408.1, 409.1,
    410.1, 411.1, 415.1,
    420.1| |CSA B45.5-2017/IAPMO
    Z124-2017|Plastic Plumbing Fixtures (with Errata dated August 2017)|Fixtures|407.1, 408.1, 409.1,
    411.1, 412.1, 420.1| |CSA B45.8-2018/IAPMO
    Z403-2018|Terrazzo, Concrete, Composite Stone, and Natural Stone
    Plumbing Fixtures|Fixtures|407.1, 420.1| |ASME A112.3.4-2018/CSA
    B45.9-2018|Macerating Toilet Systems and Waste-Pumping Systems for
    Plumbing Fixtures|Fixtures|710.13| |ASME A112.19.7-
    2020/CSA B45.10-2020|Hydromassage Bathtub Systems|Fixtures|409.1, 409.6.1|

    2025 CALIFORNIA PLUMBING CODE 345

    ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

    REFERENCED STANDARDS

    TABLE 1701.1 (continued) REFERENCED STANDARDS

    STANDARD NUMBER STANDARD TITLE APPLICATION REFERENCED
    SECTION
    CSA B45.11-2017/IAPMO
    Z401-2017 (R2021)
    Glass Plumbing Fixtures Fixtures 407.1
    CSA B45.12-2013/IAPMO
    Z402-2013 (R2018)
    Aluminum and Copper Plumbing Fixtures Fixtures 407.1, 408.1, 409.1,
    420.1
    ASME A112.19.5-
    2017/CSA B45.15-2017
    Flush Valves and Spuds for Water Closets, Urinals, and Tanks Fixtures 413.3
    ASME A112.4.
  • CALGreen § 4.2 High relevance — show source text

    5(2)| |ASME A112.4.2-2021/CSA
    B45.16-2021|Personal Hygiene Devices for Water Closets|Fixtures|411.4| |ASME A112.4.4-2017|Plastic Push-Fit Drain, Waste, and Vent (DWV) Fittings|Fittings|Table 701.2| |ASME A112.4.14-
    2017/CSA B125.14-2017|Manually Operated Valves for Use in Plumbing Systems|Valves|606.1| |ASME A112.6.1M-1997
    (R2017)|Floor-Affixed Supports for Off-the-Floor Plumbing Fixtures
    for Public Use|Fixtures|402.4| |ASME A112.6.2-2017|Framing-Affixed Supports (Carriers) for Off-the-Floor Plumb-
    ing Fixtures|Fixtures|402.4| |ASME A112.6.3-2019|Floor and Trench Drains|Fixtures|418.1| |ASME A112.6.4-2003
    (R2012)|Roof, Deck, and Balcony Drains|Fixtures|1102.1| |ASME A112.6.7-2010
    (R2019)|Sanitary Floor Sinks|Fixtures|421.1| |ASME A112.6.9-2005
    (R2019)|Siphonic Roof Drains|DWV Components|1106.3| |ASME A112.14.1-2003
    (R2017)|Backwater Valves|Valves|710.6| |ASME A112.14.3-2018|Hydromechanical Grease Interceptors|Fixtures|1014.1, Table 1009.1| |ASME A112.14.4-2001
    (R2017)|Grease Removal Devices|Fixtures|1014.1, Table 1009.1|

    2025 CALIFORNIA PLUMBING CODE 335

    ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

    REFERENCED STANDARDS

    TABLE 1701.1 (continued) REFERENCED STANDARDS

    STANDARD NUMBER STANDARD TITLE APPLICATION REFERENCED
    SECTION
    ASME A112.14.6-2010
    (R2019)
    FOG (Fats, Oils, and Greases) Disposal Systems Fixtures 1015.2, Table 1009.1
    ASME A112.18.1-
    2018/CSA B125.1-2018
    Plumbing Supply Fittings Fittings 408.4, 417.1, 417.2,
    417.3, 417.4, 417.6,
    603.5.20
    ASME A112.18.2-
    2020/CSA B125.2-2020
    Plumbing Waste Fittings Fittings 404.1, 408.5
    ASME A112.18.3-2002
    (R2017)
    Backflow Protection Devices and Systems in Plumbing Fixture
    Fittings
    Backflow Protection 417.3, 417.4
    ASME A112.18.6-2017/
    CSA B125.
  • CALGreen § 14.3 Medium relevance — show source text

    14.3-2018|Hydromechanical Grease Interceptors|Fixtures|1014.1, Table 1009.1| |ASME A112.14.4-2001
    (R2017)|Grease Removal Devices|Fixtures|1014.1, Table 1009.1|

    2025 CALIFORNIA PLUMBING CODE 335

    ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

    REFERENCED STANDARDS

    TABLE 1701.1 (continued) REFERENCED STANDARDS

    STANDARD NUMBER STANDARD TITLE APPLICATION REFERENCED
    SECTION
    ASME A112.14.6-2010
    (R2019)
    FOG (Fats, Oils, and Greases) Disposal Systems Fixtures 1015.2, Table 1009.1
    ASME A112.18.1-
    2018/CSA B125.1-2018
    Plumbing Supply Fittings Fittings 408.4, 417.1, 417.2,
    417.3, 417.4, 417.6,
    603.5.20
    ASME A112.18.2-
    2020/CSA B125.2-2020
    Plumbing Waste Fittings Fittings 404.1, 408.5
    ASME A112.18.3-2002
    (R2017)
    Backflow Protection Devices and Systems in Plumbing Fixture
    Fittings
    Backflow Protection 417.3, 417.4
    ASME A112.18.6-2017/
    CSA B125.6-2017 (R2021)
    Flexible Water Connectors Piping 604.5, 604.13
    ASME A112.18.8-2020 Sanitary Waste Valves for Plumbing Drainage Systems Sanitary Waste
    Valves
    814.4
    ASME A112.18.9-2011
    (R2017)
    Protectors/Insulators for Exposed Waste and Supplies on
    Accessible Fixtures
    Miscellaneous 403.3
    ASME A112.19.1-
    2018/CSA B45.2-2018
    Enameled Cast Iron and Enameled Steel Plumbing Fixtures Fixtures 407.1, 408.1, 409.1,
    415.1, 420.1
    ASME A112.19.2-
    2018/CSA B45.1-2018
    Ceramic Plumbing Fixtures Fixtures 407.1, 408.1, 409.1,
    410.1, 411.1, 412.1,
    415.1, 420.1
    ASME A112.19.3-
    2017/CSA B45.4-2017
    Stainless Steel Plumbing Fixtures Fixtures 407.1, 408.1, 409.1,
    410.1, 411.1, 415.1,
    420.1
    ASME A112.19.5-
    2017/CSA B45.15-2017
    Flush Valves and Spuds for Water Closets, Urinals, and Tanks Fixtures 413.3
    ASME A112.19.7-
    2020/CSA B45.
  • CALGreen § 0.76 Medium relevance — show source text

    [BSC-CG & DSA-SS] Metering faucets for wash foun- tains shall have a maximum flow rate of not more than 0.20 gallons (0.76 L) per cycle/20 [rim space (inches) at 60 psi] in compliance with Chapter 5, Division 5.3 of the California Green Building Standards Code (CALGreen).

    417.2 Deck Mounted Bath/Shower Valves. Deck mounted bath/shower transfer valves with integral backflow protection shall comply with ASME A112.18.1/CSA B125.1.

    This shall include handheld showers, and other bathing appliances mounted on the deck of bathtubs or other bathing appliances that incorporate a hose or pull out feature. 417.3 Handheld Showers. Handheld showers shall comply with ASME A112.18.1/CSA B125.1. Handheld showers with integral backflow protection shall comply with ASME A112.18.1/CSA B125.1 or shall have a backflow prevention device that complies with ASME A112.18.3 or ASSE 1014. 417.4 Faucets and Fixture Fittings with Hose Con- nected Outlets. Faucets and fixture fittings with pull out spout shall comply with ASME A112.18.1/CSA B125.1. Faucets and fixture fittings with pull out spouts with integral backflow protection shall comply with ASME A112.18.1/CSA B125.1 or shall have a backflow preventer device that complies with ASME A112.18.3. 417.5 Separate Controls for Hot and Cold Water. Where two separate handles control the hot and cold water, the left-hand control of the faucet where facing the fixture fitting outlet shall control the hot water. Faucets and diverters shall be connected to the water distribution system so that hot water corresponds to the left side of the fixture fitting.

    Single-handle mixing valves installed in showers and tub-shower combinations shall have the flow of hot water corresponding to the markings on the fixture fitting. 417.6 Low-Pressure Water Dispenser. Beverage faucets shall comply with ASME A112.18.1/CSA B125.1. Electrically heated or cooled water dispensers shall comply with ASSE 1023.

    417.7 Head Shampoo Sink Faucets. Head shampoo sink faucets shall be supplied with hot water that is limited to not more than 120°F (49°C). Each faucet shall have integral check valves to prevent crossover flow between the hot and cold water supply connections. The means for regulating the maximum temperature shall be in accordance with one of the following:

    (1) A limiting device conforming to ASSE 1070/ASME A112.1070/CSA B125.70.

    (2) A water heater conforming to ASSE 1084.

    (3) A temperature-actuated, flow-reduction device conforming to ASSE 1062. 417.8 Footbaths and Pedicure Baths. The water supplied to specialty plumbing fixtures, such as pedicure chairs having an integral foot bathtub and footbaths, shall be limited to not more than 120ºF (49ºC) by a water-temperaturelimiting device that conforms to ASSE 1070/ASME A112.1070/CSA B125.70 or by a water heater complying with ASSE 1084.

    418.0 Floor Drains.

  • CALGreen § 0.80 Medium relevance — show source text

    Frame beam member nominal moment strengths (M_ n ) used for gravity and design wind loading for the bolted sideplate connection using Class A or Class B faying surfaces shall be taken as 0.80 F y Z for frame beams up to 300 plf and 0.60 F y Z for frame beams greater than 300 plf. 13. For moment frame beams with maximum beam shear greater than 90 percent of the vertical bolt shear capacity, a second- ary check is to be provided to confirm the vertical bolt shear capacities are sufficient. 14. Bolted sideplate connections used on heavy-shallow frame beams for beams greater than 200 plf and shallower than 24 inches (610 mm) in depth shall be considered as an alternative system. 15. Skewed beams shall utilize the link-beam fabrication method with CJP welded splices for skew angles. The skew angle shall be less than 15 degrees. 16. For two-sided bolted sideplate connections sharing the same side plates at the same height and depth across the column, the vertical offset in the beams shall not exceed 10 inches (254 mm).

    2202A.4.4 Modifications to AISC 358 Chapter 12. The Simpson Strong-Tie (SST) Strong Frame bolted moment connection shall be permitted, provided: 1. Only T-stub yield links are permitted. End plate yield links are not permitted. 2. The biaxial dual-strong axis and column minor axis configurations of the moment connection shall be considered as an alternative system. 3. Beam flange width-to-thickness ratio shall satisfy AISC 341 Table D1.1b. 4. Yield-Link stem-to-beam flange connection bolts shall not slip under wind design demand loads. Yield-Link stem to beam flange connection shall be designed to prevent slip using AISC 360 Equation J3-4, where the slip resistance, μ , is taken to be 0.3.

    5. Double shear plate connection is permitted to increase connection axial capacity for collector loads. A partial joint penetra- tion (PJP) groove weld for second shear plate is permissible due to space restrictions.

    2202A.4.5 Modifications to AISC 358 Chapter 15. The DuraFuse Frames (DFF) bolted moment connection shall be permitted, provided: 1. The biaxial dual-strong axis and column minor axis configurations of the moment connection shall be considered as an alternative system.

    2025 CALIFORNIA BUILDING CODE 22A-5

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

    STEEL

    2. DFF connection bolts shall not slip under wind design demand loads. The connection shall be designed to prevent slip using AISC 360 Equation J3-4, where the slip resistance is taken to be 0.3. 3. Beam flange width-to-thickness ratio shall satisfy AISC 341 Table D1.1b. 4. The beam weight shall be limited to a maximum of 232 pounds per foot (345 kg/m).

    2202A.5 Modifications to AISC 341. [DSA-SS]

    2202A.5.1 Section B5. Modify exception of Section B5.2(a) as follows:

  • CALGreen § 2.875 Medium relevance — show source text

    Table 9 Data and Material Codes for PVC Swedge Reducers [1]

    Reducer
    Size
    (inches)
    Dimensions (inches) Col3 Col4 Col5 Material
    Code
    Reducer
    Size
    (inches)
    Minimum Length Minimum Length Typical Belled End ID Typical Belled End ID Typical Belled End ID
    Reducer
    Size
    (inches)
    A B C D D
    3 x 2 2.875 1.750 3.515 2.393 018585
    4 x 3 3.375 2.875 4.515 3.515 018584
    5 x 4 4.000 3.375 5.593 4.515 360777
    6 x 5 5.000 4.000 6.658 5.593 360778

    1 � Both belled ends must be chamferred 0.3 inches (min) by 45 .

    062288 Page 6 of 20 Rev. #20: 03−25−22

    UG-1: Conduits Greenbook Underground Conduits

    PVC and HDPE Conduit and Fittings (continue)

    Table 10 High Density Polyethylene (HDPE) Conduit Directional

    Figure 9 HDPE Conduit

    Figure 10 PE Mechanical Coupling

    Figure 11 PVC (Bore-Gard, Schedule 40

    Table 10 High Density Polyethylene (HDPE) Condu Boring Conduit 1 Col2 Col3 Col4 uit Directional Col6
    Conduit Conduit Conduit Conduit Mechanical
    Couplings2, 3
    Mechanical
    Couplings2, 3
    Size Length
    (feet)
    Description Material
    Code
    Size
    (inches)
    Material
    Code
    2” Sch 80 500 Coil4 360511 2 360690
    2” Sch 80 40 Stick 360017 360017 360017
    3” Sch 80 500 Coil4 360644 3 360691
    3” Sch 80 40 Stick 360018 360018 360018
    4” Sch 80 625 Coil5 360014 4 360692
    4” Sch 80 40 Stick 360015 360015 360015
    5” SDR 13.5 450 Coil5 360012 5 360694
    5” SDR 13.5 40 Stick 360013 360013 360013
    6” SDR 13.5 450 Coil5 360010 6 360695
    6” SDR 13.5 40 Stick 360011 360011 360011

    1 Color must be black with at least 3 red longitudinal strips. 2 May be used to connect PE conduit to PVC conduit (except in directional drilling apps.) 3 Mechanical couplings are not designed for directional drilling. Fusion joints are required. 4 No reel. 5 With reel.

    Table 11 PVC (Bore-Gard) Directional Boring Conduit

  • CALGreen § 1210.1 High relevance — show source text

    ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

    HYDRONICS

    TABLE 1210.1

    MATERIALS FOR HYDRONIC SYSTEM PIPING, TUBING, AND FITTINGS

    MATERIAL STANDARDS Col3
    MATERIAL PIPING/TUBING FITTINGS
    Copper/Copper Alloy ASTM B42, ASTM B43, ASTM B75,
    ASTM B88, ASTM B135, ASTM B2512,
    ASTM B302, ASTM B447
    ASME B16.15, ASME B16.18, ASME B16.22,
    ASME B16.23, ASME B16.24, ASME B16.26,
    ASME B16.29, ASME B16.51, ASSE 1061,
    ASTM F3226, IAPMO PS 117
    Ductile Iron AWWA C115/A21.15,
    AWWA C151/A21.51
    AWWA C110/A21.101,
    AWWA C153/A21.53
    Steel ASTM A53, ASTM A106, ASTM A254 ASME B16.5, ASME B16.9,
    ASME B16.11, ASTM A420, ASTM F3226,
    IAPMO IGC 353, IAPMO PS 117
    Stainless Steel ASTM A269, ASTM A312,
    ASTM A554, ASTM A778
    ASTM F1476, ASTM F1548, ASTM F3226,
    IAPMO IGC 353, IAPMO PS 117
    Gray Iron –– ASTM A126
    Malleable Iron –– ASME B16.3
    Chlorinated Polyvinyl Chloride (CPVC) ASTM D2846, ASTM F441,
    ASTM F442, CSA B137.6
    ASSE 1061, ASTM D2846, ASTM F437,
    ASTM F438, ASTM F439, ASTM F1970,
    CSA B137.6
    Polyethylene (PE) ASTM D1693, ASTM D2513,
    ASTM D2683, ASTM D2737,
    ASTM D3035, ASTM D3350,
    ASTM F714, ASTM F2165,
    AWWA C901, CSA B137.1,
    NSF/ANSI 358-1
    ASTM D2609, ASTM D2683,
    ASTM D3261, ASTM F1055,
    ASTM F2165, CSA B137.1, NSF/ANSI 358-1
    Cross-Linked Polyethylene (PEX) ASTM F876, ASTM F2165,
    ASTM F3253, CSA B137.5,
    NSF/ANSI 358-3
    ASSE 1061, ASTM F877, ASTM F1055,
    ASTM F1807, ASTM F1960, ASTM F2080,
    ASTM F2098, ASTM F2159, ASTM F2165,
    ASTM F2735, ASTM F3253, ASTM F3347,
    ASTM F3348, CSA B137.5, NSF/ANSI 358-3
    Polypropylene (PP) ASTM F2165, ASTM F2389,
    CSA B137.11,
  • CALGreen § 411.0 High relevance — show source text

    (1) A limiting device conforming to either ASSE 1070/ASME A112.1070/CSA B125.70 or CSA B125.3.

    (2) A water heater conforming to ASSE 1084.

    411.0 Water Closets.

    411.1 Application. Water closets shall comply with ASME A112.19.2/CSA B45.1, ASME A112.19.3/CSA B45.4, or CSA B45.5/IAPMO Z124. Water closet bowls for public use shall be of the elongated type. In nurseries, schools, and other similar places where plumbing fixtures are provided for the use of children less than 6 years of age, water closets shall be of a size and height suitable for children’s use.

    411.2 Water Consumption. The effective flush volume of all water closets shall not exceed 1.28 gallons (4.8 L) per flush when tested in accordance with ASME A112.19.2/CSA B45.1 .

    64 2025 CALIFORNIA PLUMBING CODE

    ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

    PLUMBING FIXTURES AND FIXTURE FITTINGS

    412.1.3 Nonwater Urinals. Nonwater urinals shall have a liquid barrier sealant to maintain a trap seal. Nonwater urinals shall permit the uninhibited flow of waste through the urinal to the sanitary drainage system. Nonwater urinals shall be cleaned and maintained in accor dance with the manufacturer’s instructions after

    installation. Where nonwater urinals are installed, not less than one water supplied fixture rated at not less than 1 water supply fixture unit (WSFU) shall be installed upstream on the same drain line to facilitate drain line flow and rinsing. Where nonwater urinals are installed, they shall have a water distribution line rough-in to each individual urinal location to allow for the installation of an approved backflow prevention device in the event of a retrofit. For additional information, see Health and Safety Code Section 17921.4.

    412.1.4 Nonwater Urinals with Drain Cleansing Action. Nonwater urinals with drain cleansing action shall comply with ASME A112.19.19 and shall be cleaned, maintained and installed in accordance with the manufacturer’s installation instructions.

    412.1.4.1 [BSC-CG]. Where approved, nonwater urinals with drain cleansing action shall be in com- pliance with Chapter 5, Division A5.3 of the Cali- fornia Green Building Standards Code (CALGreen).

    412.2 Backflow Protection. A water supply to a urinal shall be protected by an approved-type vacuum breaker or other approved backflow prevention device in accordance with Section 603.5.

    413.0 Flushing Devices.

  • CALGreen § 408.8 High relevance — show source text

    Exceptions:

    (1) Showers that are designed to be in accordance with Chapter 11A of the California Building Code .

    (2) The minimum required area and dimension shall not apply for a shower receptor having overall dimensions of not less than 30 inches (762 mm) in width and 60 inches (1524 mm) in length. 408.8 Lining for Showers and Receptors. Shower receptors built on-site shall be watertight and shall be constructed from approved-type dense, nonabsorbent, and noncorrosive materials. Each such receptor shall be adequately reinforced, shall be provided with an approved flanged floor drain designed to make a watertight joint on the floor, and shall have smooth, impervious, and durable surfaces.

    »

    »

    »

    »

    408.3.2 Multiple Showerheads Serving One Shower. [BSC-CG & DSA-SS] When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons (6.81 L) per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time in com- pliance with Chapter 5, Division 5.3 of the California Green Building Standards Code (CALGreen).

    Note: A hand-held shower shall be considered a show-

    erhead.

    408.4 Individual Shower and Tub-Shower Combina-

    tion Control Valves. Showers and tub-shower combinations shall be provided with individual control valves of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing valve type that provide scald and thermal shock protection for the rated flow rate of the installed showerhead. These valves shall be installed at the point of use and comply with ASSE 1016/ASME A112.1016/CSA B125.16 or ASME A112.18.1/CSA B125.1.

    408.4.1 Gang Showers. Where gang showers are supplied with a single temperature-controlled water supply pipe, it shall be controlled by a mixing valve that complies with ASSE 1069.

    408.4.2 Temperature Limiting. The maximum water temperature discharging from an individual showerhead shall be limited to 120°F (49°C) by one of the following methods:

    (1) A shower or tub/shower combination valve conforming to ASSE 1016/ASME A112.1016/CSA B125.16 where either:

    (a) The valve is field-adjusted to the required maximum temperature, or

    (b) The handle position, stop, or temperature limiting control is set in accordance with the manufacturer’s instructions to the required maximum temperature.

    (2) For gang showers supplied by a single water supply pipe, a mixing valve that conforms to ASSE 1069 that is field-adjusted to the required maximum temperature.

    408.4.3 Temperature-Actuated, Flow-Reduction Devices for Individual Fixture Fittings. Temperature-actuated, flow-reduction devices, where installed for individual fixture fittings, shall comply with ASSE 1062. Such devices shall not be used alone as a substitute for the balanced pressure, thermostatic or combination shower valves requirements or as a substitute for bathtub or whirlpool tub water temperature-limiting valves requirements.

  • CALGreen § 407.3 High relevance — show source text

    407.3 Limitation of Hot Water Temperature for Public Lavatories. Hot water delivered from public-use lavatories shall be limited to a maximum temperature of 120°F (49°C). The maximum temperature shall be regulated by one of the following means:

    (1) A limiting device conforming to either ASSE 1070/ASME A112.1070/CSA B125.70, or

    (2) A water heater conforming to ASSE 1084.

    407.4 Transient Public Lavatories. Self-closing or metering faucets shall be installed on lavatories intended to serve the transient public, such as those in, but not limited to service stations, train stations, airports, restaurants, and convention halls.

    407.5 Waste Outlet. Lavatories shall have a waste outlet and fixture tailpiece not less than 1 [1] ⁄ 4 inches (32 mm) in diameter. Continuous wastes and fixture tailpieces shall be constructed from the materials specified in Section 701.4. Waste outlets shall be provided with an approved stopper or strainer.

    407.6 Overflow. Where overflows are provided, they shall be installed in accordance with Section 404.2.

    408.0 Showers.

    408.1 Application. Manufactured shower receptors and shower bases shall comply with ASME A112.19.1/CSA B45.2, ASME A112.19.2/CSA B45.1, ASME A112.19.3/CSAB45.4, CSA B45.12/IAPMO Z402, or CSA B45.5/IAPMO Z124. Prefabricated shower enclosures shall comply with IAPMO IGC 154.

    408.2 Tileable Shower Receptors. Tileable shower receptors and shower kits shall comply with IAPMO PS 106. 408.3 Water Consumption. Showerheads shall have a « maximum flow rate of not more than 1.8 gpm at 80 psi ( 6.81 L/m at 552 kPa). Body sprays shall have a flow rate of not more than 1.8 gpm at 80 psi ( 6.81 L/m at 552 kPa). [HCD 1] Residential showerheads shall comply with Division 4.3 of the California Green Building Standards Code (CALGreen). Residential body sprays shall comply with the showerhead requirements in Division 4.3 of CALGreen. [BSC-CG & DSA-SS] Nonresidential body sprays shall comply with the showerhead requirements in Division 5.3 of CALGreen.

    408.3.1 Single Showerhead. [BSC-CG & DSA-SS] Showerheads shall have a maximum flow rate of not more than 1.8 gallons (6.81 L) per minute at 80 psi. Showerheads shall be certified to the performance crite- ria of the U.S. EPA WaterSense Specification for Show- erheads in compliance with Chapter 5, Division 5.3. of the California Green Building Standards Code (CAL- Green).

    2025 CALIFORNIA PLUMBING CODE 61

    ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

    PLUMBING FIXTURES AND FIXTURE FITTINGS

    «

    «

    «

    **408.6 Finished Curb or Threshold.

  • CALGreen § 414.4 Medium relevance — show source text

    414.4 Lead Content. Dishwashing machines shall comply with the lead content requirements of Section 604.2.

    415.0 Drinking Fountains. 415.1 Application. Drinking fountains shall be self-closing and comply with ASME A112.19.1/CSA B45.2, ASME A112.19.2/CSA B45.1, or ASME A112.19.3/CSA B45.4. Drinking fountains and bottle filling stations shall also comply with NSF/ANSI/CAN 61. Permanently installed electric water coolers and bottle filling stations shall also comply with UL 399.

    [HCD 1] Drinking fountains shall be installed and so regu- lated that a jet of water extending at least 2 inches (51 mm) in height from the water orifice shall be constantly available. The orifice shall not be accessible to the mouth of the drinker nor subject to immersion.

    2025 CALIFORNIA PLUMBING CODE 65

    ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

    PLUMBING FIXTURES AND FIXTURE FITTINGS

    415.2 Drinking Fountain Alternatives. Where food is consumed indoors, water stations shall be permitted to be substituted for drinking fountains. Bottle filling stations shall be permitted to be substituted for drinking fountains up to 50 percent of the requirements for drinking fountains. Drinking fountains shall not be required for an occupant load of 30 or less. 415.3 Drainage Connection. Drinking fountains shall be permitted to discharge directly into the drainage system or indirectly through an air break in accordance with Section 809.1. 415.4 Location. Drinking fountains shall not be installed in toilet rooms.

    416.0 Emergency Eyewash and Shower Equipment. 416.1 Application. Emergency eyewash and shower equipment shall comply with ISEA Z358.1. 416.2 Water Supply. Emergency eyewash and shower equipment shall not be limited in the water supply flow rates. Where hot and cold water is supplied to an emergency shower or eyewash station, the temperature of the water supply shall be controlled by a temperature actuated mixing valve complying with ASSE 1071. Where water is supplied directly to an emergency shower or eyewash station from a water heater, the water heater shall comply with ASSE 1085. The flow rate, discharge pattern, and temperature of flushing fluids shall be provided in accordance with ISEA Z358.1. 416.3 Installation. Emergency eyewash and shower equipment shall be installed in accordance with the manufacturer’s

    installation instructions.

    416.4 Location. Emergency eyewash and shower equipment shall be located on the same level as the hazard and accessible for immediate use. The path of travel shall be free of obstructions and shall be clearly identified with signage. 416.5 Drain. A drain shall not be required for emergency eyewash or shower equipment. Where a drain is provided, the discharge shall be in accordance with Section 811.0.

  • CALGreen § 5.1 Medium relevance — show source text

    5.1 Planning and Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-3 5.2 Energy Efficiency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-15 5.3 Water Efficiency and Conservation . . . . . . . . . . . . . . . 5-19 5.4 Material Conservation and Resource Efficiency . . . . 5-23 5.5 Environmental Quality . . . . . . . . . . . . . . . . . . . . . . . . . . 5-31

    CHAPTER 6 REFERENCED ORGANIZATIONS

    AND STANDARDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    601 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-3

    CHAPTER 7 INSTALLER AND SPECIAL

    INSPECTOR QUALIFICATIONS . . . . . . . . . . . . . . . . . . . . . . 7-3 701 General (Reserved) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-3 702 Qualifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-3

    703 Verifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-3

    CHAPTER 8 COMPLIANCE FORMS, WORKSHEETS AND

    REFERENCE MATERIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-3

    Worksheet (WS-1) Baseline Water Use: Baseline Water Use Calculation Table . . . . . . . . . . .8-3

    Worksheet (WS-2) Water Use Reduction: 12-, 20- or 25-Percent Reduction Water Use Calculation Table . . . . . . . . . . . . . . . . . . .8-4

    Worksheet (WS-3) 5.105.2 Building Reuse . . . . . . . . . . . . . . . .8-4 Worksheet (WS-4) 5.409.2 Whole Building Life Cycle Assessment:. . . . . . . . . . . . . . . . . . . . . . . . .8-5 Worksheet (WS-5) 5.409.3 Product GWP Compliance—Prescriptive Path: . . . . . . . . . . . . . . . .8-5

    Worksheet (WS-6) A5.105.2 Building Reuse Tier 1 and Tier 2:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-5

    Worksheet (WS-7) A5.409.2 Whole Building Life Cycle Assessment: . . . . . . . . . . . . . .

  • CALGreen § 3-4 Medium relevance — show source text

    302 Mixed Occupancy Buildings . . . . . . . . . . . . . . . . . . . . . . .3-4 303 Phased Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-4 304 Voluntary Tiers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-4 305 CALGreen Tier 1 and CALGreen Tier 2 . . . . . . . . . . . . . .3-4

    306 Voluntary Measures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-4

    CHAPTER 4 RESIDENTIAL MANDATORY MEASURES . . . . . . 4-3

    4.1 Planning and Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-3 4.2 Energy Efficiency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-7 4.3 Water Efficiency and Conservation . . . . . . . . . . . . . . . . .4-9 4.4 Material Conservation and Resource Efficiency . . . . 4-11 4.5 Environmental Quality . . . . . . . . . . . . . . . . . . . . . . . . . . 4-13

    CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES . . 5-3

    5.1 Planning and Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-3 5.2 Energy Efficiency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-15 5.3 Water Efficiency and Conservation . . . . . . . . . . . . . . . 5-19 5.4 Material Conservation and Resource Efficiency . . . . 5-23 5.5 Environmental Quality . . . . . . . . . . . . . . . . . . . . . . . . . . 5-31

    CHAPTER 6 REFERENCED ORGANIZATIONS

    AND STANDARDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    601 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-3

    CHAPTER 7 INSTALLER AND SPECIAL

    INSPECTOR QUALIFICATIONS . . . . . . . . . . . . . . . . . . . . . . 7-3 701 General (Reserved) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-3 702 Qualifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-3

  • CALGreen § 5.410.4.3.1 Medium relevance — show source text

    8575 Grovemont Cir, Gaithersburg, MD 20877
    http://nebb.org/index.php|~~**NEBB National Environmental Balancing Bureau, 8575 Grovemont Cir, Gaithersburg, MD 20877
    http://nebb.org/index.php|
    NEBB **~~National Environmental Balancing Bureau, 8575 Grovemont Cir, Gaithersburg, MD 20877
    http://nebb.org/index.php| |Procedural Standards, 1983|Procedural Standards|5.410.4.3.1|

    6-4 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

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

    REFERENCED ORGANIZATIONS AND STANDARDS

    STANDARD ACRONYM or
    NUMBER
    STANDARD NAME or TITLE REFERENCED
    SECTION
    NSF International, 789 Dixboro Rd. Ann Arbor, MI 48113-0140
    http://www.nsf.org/
    NSF International, 789 Dixboro Rd. Ann Arbor, MI 48113-0140
    http://www.nsf.org/
    NSF International, 789 Dixboro Rd. Ann Arbor, MI 48113-0140
    http://www.nsf.org/
    NSF/ANSI 140-2014
    Sustainability Assessment for Carpet
    4.504.3
    TABB Testing, Adjusting and Balancing Bureau, 601 N Fairfax St, Ste 250, Alexandria, VA 22314
    http://www.tabbcertified.org/contact.html
    TABB Testing, Adjusting and Balancing Bureau, 601 N Fairfax St, Ste 250, Alexandria, VA 22314
    http://www.tabbcertified.org/contact.html
    TABB Testing, Adjusting and Balancing Bureau, 601 N Fairfax St, Ste 250, Alexandria, VA 22314
    http://www.tabbcertified.org/contact.html
    National Standards, 2003
    National Standards
    5.410.4.3.1
    US EPA United States Environmental Protection Agency, Office of Wastewater Management (4204M) 1200 Pennsylvania Avenue, Washington, D.C. 20460
    http://www.epa.gov/watersense/
    US EPA United States Environmental Protection Agency, Office of Wastewater Management (4204M) 1200 Pennsylvania Avenue, Washington, D.C. 20460
    http://www.epa.gov/watersense/
    US EPA United States Environmental Protection Agency, Office of Wastewater Management (4204M) 1200 Pennsylvania Avenue, Washington, D.C. 20460
    http://www.epa.gov/watersense/
    WaterSense WaterSense Product Specifications 4.303.1

    2025 CALIFORNIA GREEN BUILDING STANDARDS CODE 6-5

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

    6-6 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

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

  • CALGreen § 5A-3 Medium relevance — show source text

    METHOD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A-3

    501A General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A-3

    502A Additions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A-4

    503A Alterations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A-5

    504A Reserved . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A-7

    505A Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A-7

    506A Change of Occupancy. . . . . . . . . . . . . . . . . . . . . . . . . . . .5A-7

    CHAPTER 6 CLASSIFICATION OF WORK . . . . . . . . . . . . . . . 6-3

    601 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    602 Alteration—Level 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    603 Alteration—Level 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    604 Alteration—Level 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    605 Change of Occupancy. . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    606 Additions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    607 Historic Buildings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    CHAPTER 7 ALTERATIONS—LEVEL 1 . . . . . . . . . . . . . . . . . .7-3

    701 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-3

    702 Building Elements and Materials . . . . . . . . . . . . . . . . . 7-3

  • CALGreen § 1616.2.2.1 Medium relevance — show source text

    Demolition 3303 Design Flood 1612 Design Strength Column splice 1616.2.2.1 Conformance to standards 1706.1

    New materials 1706.2 Designated Seismic System 1704.3.2, 1704.4, 1704.5 Seismic certification 1705.14.3

    Special inspection 1705.13.4 Detached Single-family Dwelling 202 Detectable Warning 202 Diaphragms 202 Analysis 1604.4 Ceilings 2508.6

    Penetrations 714

    Permit application 105.1 Relocation 107.2.8

    Retention 107.5

    Review 107.3

    Roof assemblies 1503

    Roof live load 1603.1.2

    Roof rain load data 1603.1.9

    Roof snow load 1603.1.3

    Seismic 1603.1.5, 1705.14.2, 1705.14.3 Site plan 107.2.6 Special loads 1603.1.8 Temporary structures 3103.2 Wind data 1603.1.4 Construction Types 202, Chapter 6 Aircraft-related occupancies 412.2.1, Table 412.3.6, 412.5.2 Classification 602 Combustible material in Type I and Type II construction 603, 805 Covered and open mall buildings 402.4.1 Fire district D102.2.3

    Fire resistance Table 601, Table 705.5 High-rise 403.2 Type I Table 601, 602.2, 603 Type II Table 601, 602.2, 603 Type III Table 601, 602.3 Type IV Table 601, 602.4 Type V Table 601, 602.5 Underground buildings 405.2 Continuity Head-Of-Wall System 202 Continuous Insulation (ci) 202 Contractor’s Responsibilities 901.5, 1704.4 Control Area 414.2, 707.3.8 Construction 414.2.1

    Fire-resistance rating 414.2.4 Maximum allowed quantities 414.2.2 Number 414.2.3 Conventional Light-frame Construction 2302.1, 2308 Additional seismic requirements 2308 Braced wall lines 2308.10 Design of elements 2308.8 Floor joists 2308.8.2 Foundation plates or sills 2308.7 Girders 2308.8.1 Roof and ceiling framing 2308.11 Wall framing 2308.9 Conveying System S3004 Cornices

    Definition 202 Draftstopping 718.2.6 Live load Table 1607.1

    Masonry 2104.1.2 Projection 705.2, 705.2.3.1 Public right-of-way encroachments 3202.3.2, 3202.3.3 Correctional Treatment Centers

    [OSHPD 4] 1227 Application 1227.2 Ceiling heights 1227.8 Corridors 1227.5

  • CALGreen § 0.750 Medium relevance — show source text

    22| |5 double extra strong
    0.750 wall thickness|80|0.70|1.61|2.40|3.12| |5 double extra strong
    0.750 wall thickness|100|0.85|1.86|2.71|3.47| |5 double extra strong
    0.750 wall thickness|110|0.91|1.97|2.85|3.63| |5 double extra strong
    0.750 wall thickness|120|0.98|2.02|2.99|3.79| |5 extra strong 0.375
    wall thickness|80|1.04|2.01|2.83|3.54| |5 extra strong 0.375
    wall thickness|100|1.19|2.23|3.09|3.85| |5 extra strong 0.375
    wall thickness|110|1.26|2.34|3.22|4.00| |5 extra strong 0.375
    wall thickness|20|1.32|2.44|3.34|4.14| |5 standard 0.258
    wall thickness|80|1.20|2.19|3.00|3.72| |5 standard 0.258
    wall thickness|100|1.34|2.39|3.25|4.00| |5 standard 0.258
    wall thickness|110|1.41|2.49|3.37|4.14| |5 standard 0.258
    wall thickness|120|1.47|2.58|3.49|4.28| |4 double extra strong
    0.674 wall thickness|80|0.80|1.75|2.56|3.28| |4 double extra strong
    0.674 wall thickness|100|0.95|1.99|2.85|3.62| |4 double extra strong
    0.674 wall thickness|110|1.02|2.10|2.99|3.78| |4 double extra strong
    0.674 wall thickness|120|1.09|2.20|3.12|3.93| |4 extra strong 0.337
    wall thickness|80|1.12|2.11|2.93|3.65| |4 extra strong 0.337
    wall thickness|100|1.26|2.32|3.19|3.95| |4 extra strong 0.337
    wall thickness|110|1.33|2.42|3.31|4.09| |4 extra strong 0.337
    wall thickness|120|1.40|2.52|3.43|4.23|

    2025 CALIFORNIA BUILDING CODE 7-89

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

    FIRE AND SMOKE PROTECTION FEATURES

    |TABLE 722.5.

  • CALGreen § 6-3 Medium relevance — show source text

    601 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    602 Alteration—Level 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    603 Alteration—Level 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    604 Alteration—Level 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    605 Change of Occupancy. . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    606 Additions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    607 Historic Buildings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3

    CHAPTER 7 ALTERATIONS—LEVEL 1 . . . . . . . . . . . . . . . . . .7-3

    701 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-3

    702 Building Elements and Materials . . . . . . . . . . . . . . . . . 7-3

    703 Fire Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-4

    704 Means of Egress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-4

    705 Reroofing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-4

    706 Structural. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-5

    707 Reserved . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-6

    708 Energy Conservation. . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-6

    CHAPTER 8 ALTERATIONS—LEVEL 2 . . . . . . . . . . . . . . . . . .8-3

    801 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-3

    802 Building Elements and Materials . . . . . . . . . . . . . . . . . 8-3

  • CALGreen § 6.4 Medium relevance — show source text

    6.4_|||X|||||||||||||||||||||| |907.2.6.5|||X|||||||||||||||||||||| |907.2.9|||X|||||||||||||||||||||| |907.2.9.1|||X|||||||||||||||||||||| |907.2.9.3|||X|||||||||||||||||||||| |907.2.9.4|||X|||||||||||||||||||||| |907.2.9.4.1|||X|||||||||||||||||||||| |907.2.10|||X|||||||||||||||||||||| |907.2.11|||X|||||||||||||||||||||| |907.2.11.1|||X|||||||||||||||||||||| |907.2.11.2|||X|||||||||||||||||||||| |907.2.11.2.1 – 907.2.11.2.6|||X|||||||||||||||||||||| |907.2.11.3|||X|||||||||||||||||||||| |907.2.11.4|||X|||||||||||||||||||||| |907.2.11.6|||X|||||||||||||||||||||| |907.2.11.8|||X|||||||||||||||||||||| |907.2.11.9|||X|||||||||||||||||||||| |907.2.12|||X|||||||||||||||||||||| |907.2.13|||X|||||||||||||||||||||| |907.2.13.1|||X|||||||||||||||||||||| |907.2.13.1.2|||X|||||||||||||||||||||| |907.2.24 with subsections|||X|||||||||||||||||||||| |907.2.25 with subsections|||X|||||||||||||||||||||| |907.2.26 with subsections|||X|||||||||||||||||||||| |907.2.27|||X||||||||||||||||||||||

    2025 CALIFORNIA BUILDING CODE 9-3

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

    CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE

    CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued

  • CALGreen § 6.6 Medium relevance — show source text

    10, 6.6, A4.106.10
    | |ISO International Organization for Standardization, ISO Central Secretariat Chemin de Blandonnet 8, CP 401 - 1214 Vernier, Geneva, Switzerland
    https://www.iso.org|~~**ISO~~ International Organization for Standardization, ISO Central Secretariat Chemin de Blandonnet 8, CP 401 - 1214 Vernier, Geneva, Switzerland
    https://www.iso.org|~~
    ISO~~ International Organization for Standardization, ISO Central Secretariat Chemin de Blandonnet 8, CP 401 - 1214 Vernier, Geneva, Switzerland
    https://www.iso.org| |ISO 14040-2006+A1:2020|Environmental management — Life cycle assessment — Principles and framework|5.409.2, A5.409.2.1,
    A5.409.2.2| |ISO 14044-2006+A1:2020|Environmental management — Life cycle assessment — Requirements and
    guidelines|5.409.2, A5.409.2.1,
    A5.409.2.2| |ISO 21930-2017|Sustainability in buildings and civil engineering works — Core rules for
    environmental product declarations of construction products and services|5.409.2, A5.409.2.1,
    A5.409.2.2| |ISO 21931-2017
    |Sustainability in buildings and civil engineering works — Framework for methods of
    assessment of the environmental, social and economic performance of
    construction works as a basis for sustainability assessment
    |5.409.2, A5.409.2.1,
    A5.409.2.2| |~~
    NEBB National Environmental Balancing Bureau, 8575 Grovemont Cir, Gaithersburg, MD 20877
    http://nebb.org/index.php|
    NEBB National Environmental Balancing Bureau, 8575 Grovemont Cir, Gaithersburg, MD 20877
    http://nebb.org/index.php|
    NEBB **~~National Environmental Balancing Bureau, 8575 Grovemont Cir, Gaithersburg, MD 20877
    http://nebb.org/index.php| |Procedural Standards, 1983|Procedural Standards|5.410.4.3.1|

    6-4 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

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

    REFERENCED ORGANIZATIONS AND STANDARDS

    STANDARD ACRONYM or
    NUMBER
    STANDARD NAME or TITLE REFERENCED
    SECTION
    NSF International, 789 Dixboro Rd. Ann Arbor, MI 48113-0140
    http://www.nsf.org/
    NSF International, 789 Dixboro Rd. Ann Arbor, MI 48113-0140
    http://www.nsf.org/
    NSF International, 789 Dixboro Rd. Ann Arbor, MI 48113-0140
    http://www.nsf.org/
    NSF/ANSI 140-2014
    Sustainability Assessment for Carpet
    4.504.3
    TABB Testing, Adjusting and Balancing Bureau, 601 N Fairfax St, Ste 250, Alexandria,
  • CALGreen § 7-79 Medium relevance — show source text

    2025 CALIFORNIA BUILDING CODE 7-79

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

    FIRE AND SMOKE PROTECTION FEATURES

    TABLE 722.5.1(1)—W/D RATIOS FOR STEEL COLUMNS—continued Col2 Col3
    STRUCTURAL SHAPE CONTOUR PROFILE BOX PROFILE
    × 120 1.65 2.36
    × 106 1.47 2.11
    × 96 1.34 1.93
    × 87 1.22 1.76
    × 79 1.11 1.61
    × 72 1.02 1.48
    × 65 0.925 1.35
    × 58 0.925 1.31
    × 53 0.855 1.20
    × 50 0.909 1.23
    × 45 0.829 1.12
    × 40 0.734 1.00
    W10 × 112 1.81 2.57
    × 100 1.64 2.33
    × 88 1.45 2.08
    × 77 1.28 1.85
    × 68 1.15 1.66
    × 60 1.01 1.48
    × 54 0.922 1.34
    × 49 0.84 1.23
    × 45 0.888 1.24
    × 39 0.78 1.09
    × 33 0.661 0.93
    W8 × 67 1.37 1.94
    × 58 1.20 1.71
    × 48 1.00 1.44
    × 40 0.849 1.23
    × 35 0.749 1.08
    × 31 0.665 0.97
    × 28 0.688 0.96
    × 24 0.591 0.83
    × 21 0.577 0.77
    × 18 0.499 0.67
    W6 ×25 0.696 1.00
    × 20 0.563 0.82
    × 16 0.584 0.78
    × 15 0.431 0.63
    × 12 0.448 0.60
    × 9 0.338 0.46
    W5 ×19 0.644 0.93
    × 16 0.55 0.80
    W4 ×13 0.556 0.79
    For SI: 1 pound per linear foot per inch = 0.059 kg/m/mm. For SI: 1 pound per linear foot per inch = 0.059 kg/m/mm. For SI: 1 pound per linear foot per inch = 0.059 kg/m/mm.

    7-80 2025 CALIFORNIA BUILDING CODE

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

    FIRE AND SMOKE PROTECTION FEATURES

  • CALGreen § 721.1 Medium relevance — show source text
    TABLE 721.1(3)—MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q—continued Col2 Col3 Col4 Col5 Col6 Col7 Col8 Col9 Col10 Col11
    FLOOR OR ROOF
    CONSTRUCTION
    ITEM
    NUMBER
    CEILING CONSTRUCTION THICKNESS OF FLOOR OR ROOF
    SLAB (inches)
    THICKNESS OF FLOOR OR ROOF
    SLAB (inches)
    THICKNESS OF FLOOR OR ROOF
    SLAB (inches)
    THICKNESS OF FLOOR OR ROOF
    SLAB (inches)
    MINIMUM THICKNESS OF
    CEILING (inches)
    MINIMUM THICKNESS OF
    CEILING (inches)
    MINIMUM THICKNESS OF
    CEILING (inches)
    MINIMUM THICKNESS OF
    CEILING (inches)
    FLOOR OR ROOF
    CONSTRUCTION
    ITEM
    NUMBER
    CEILING CONSTRUCTION **4 **
    hours
    **3 **
    hours
    **2 **
    hours
    **1 **
    hour
    **4 **
    hours
    **3 **
    hours
    **2 **
    hours
    **1 **
    hour
    6. Steel joists constructed
    with a poured reinforced
    concrete slab on metal lath
    forms or steel form units.d, e
    —continued
    6-4.1 Ceiling of5/8" Type X wallboardc
    attached to7/8" deep by 25/8" by
    0.021 inch (No. 25 carbon sheet steel
    gage) hat-shaped furring channels
    12" on center with 1"-long No. 6 wall-
    board screws at 8" on center.
    Channels wire tied to bottom chord
    of joists with doubled 0.049 inch (No.
    18 B.W. gage) wire or suspended
    below joists on wire hangers.g
    21/2 5/8
    6. Steel joists constructed
    with a poured reinforced
    concrete slab on metal lath
    forms or steel form units.d, e
    —continued
    6-5.1 Wood-fibered gypsum plaster mixed
    1:1 by weight gypsum to sand aggre-
    gate applied over metal lath. Lath
    tied 6" on center to3/4" channels
    spaced 131/2" on center. Channels
    secured to joists at each intersection
    with two strands of 0.049 inch (No.
    18 B.W. gage) galvanized wire.
    21/2 3/4
    7.
  • CALGreen § 101.1 Medium relevance — show source text

    1 ADMINISTRATION

    SECTION 101—GENERAL

    101.1 Title. These regulations shall be known as the California Green Building Standards Code, may be cited as such, and will be referred to herein as “this code.” It is intended that it shall also be known as the CALGreen Code. The California Green Building Stan- dards Code is Part 11 of thirteen parts of the official compilation and publication of the adoption, amendment and repeal of building regulations to the California Code of Regulations, Title 24, also referred to as the California Building Standards Code.

    101.2 Purpose. The purpose of this code is to improve public health, safety and general welfare by enhancing the design and construction of buildings through the use of building concepts having a reduced negative impact or positive environmental impact and encouraging sustainable construction practices in the following categories:

    1. Planning and design.
    2. Energy efficiency.
    3. Water efficiency and conservation.
    4. Material conservation and resource efficiency.
    5. Environmental quality.

    101.3 Scope. The provisions of this code shall apply to the planning, design, operation, construction, use and occupancy of every newly constructed building or structure, unless otherwise indicated in this code, throughout the State of California.

    It is not the intent that this code substitute or be identified as meeting the certification requirements of any green building

    program.

    101.3.1 State-regulated buildings, structures and applications. Provisions of this code shall apply to the following buildings, structures and applications regulated by state agencies as specified in Sections 103 through 106, except where modified by local ordinance pursuant to Section 101.7. When adopted by a state agency, the provisions of this code shall be enforced by the appropriate enforcing agency, but only to the extent of authority granted to such agency by statute.

    1. State-owned buildings, including buildings constructed by the Trustees of the California State University, and to the extent permitted by California law, buildings designed and constructed by the Regents of the University of California and regulated by the Building Standards Commission. See Section 103 for additional scoping provisions.

    2. Energy efficiency standards regulated by the California Energy Commission.

    3. All residential buildings constructed throughout the State of California, including but not limited to, hotels, motels, lodging houses, apartments, dwellings, dormitories, condominiums, shelters for homeless persons, congregate residences, employee housing, factory-built housing and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development. See Section 104 for additional scoping provisions.

    4. Public elementary and secondary schools, and community college buildings regulated by the Division of the State Architect. See Section 105 for additional scoping provisions.

    5. Qualified historical buildings and structures and their associated sites regulated by the State Historical Building Safety Board within the Division of the State Architect.

    6. General acute care hospitals, acute psychiatric hospitals, skilled nursing and/or intermediate care facilities, clinics licensed by the Department of Public Health and correctional treatment centers regulated by the Office of Statewide Health Planning and Development. See Section 106 for additional scoping provisions.

    7. Graywater systems regulated by the Department of Water Resources and the Department of Housing and Community Development.

    8. Green building standards for occupancies where no state agency has authority or expertise, adopted by the California Building Standards Commission. See Section 103 for additional scoping provisions.

Frequently asked questions

How do I confirm which edition/year of a standard CALGreen references?

Check the Chapter 6 table entry under § 601.1 — the table lists the standard number and, where provided, the edition or year used by the code. If the edition is not clear, check the requiring section or local adoption notes. file

If a local jurisdiction hasn’t adopted a referenced standard, am I required to follow it?

No. CALGreen may include standards “for convenience” but they are not enforceable unless the jurisdiction adopts them. Confirm local adoption before treating an informational standard as mandatory.

Where will I find the actual flow‑rate or performance numbers for fixtures?

§ 601.1 points you to the requiring sections; the numeric flow or performance limits are in those requiring sections (often in the Plumbing Code or in CALGreen Chapter 4/5 sections) — not in the Chapter 6 index itself. file

If Chapter 6 shows “NSF” but not the specific NSF number, what should I do?

Search the full Chapter 6 table row for NSF entries (the table often lists NSF/ANSI standard numbers). If the row lacks the specific number, follow the “Referenced Section” to see which specific NSF standard the requiring section cites.

Can I rely on Chapter 6 as my only source when specifying products?

No. Chapter 6 is an index. Always read the requiring section(s) identified in § 601.1 to determine the enforceable requirement (certification, test method, numeric limit).

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