CALGreen · California Green Building Standards Code (CALGreen)

Standards for materials, finishes, LCA and product GWP

This hub summarizes CALGreen rules for whole‑building LCA, verification, and product GWP limits including Type III EPD and Table 5.409.3 requirements.

Last reviewed: July 6, 2026

Overview

This part of CALGreen sets requirements and compliance paths for material conservation, finishes, whole‑building life‑cycle assessment (LCA) and product global warming potential (GWP) limits under Division 5.4. Key mandatory and prescriptive requirements are found in §5.409.1–§5.409.3 (life‑cycle assessment scope and product GWP), with supporting measures in the Material Conservation and Resource Efficiency divisions and the Worksheet forms in Chapter 8.

Whole‑building LCA (cradle‑to‑grave) and verification rules require submission of a GWP summary produced by approved LCA software, inclusion of the analysis in O&M documentation, and use of consistent software/data standards (ISO/EN guidance cited in the code). Mandatory Section §5.409.2 establishes a baseline LCA path (with the construction‑document and WS‑4/WS‑7 verification workflow) while Appendix A (A5.409.2) defines voluntary Tier 1 and Tier 2 targets (higher percent reductions).

Product‑level compliance offers a prescriptive route: products listed in Table 5.409.3 must be supported by Type III environmental product declarations (EPDs) and must not exceed the specified maximum GWP values; concrete has a weighted‑average exception and calculation equation in §5.409.3. Verification is by EPDs, calculations and the applicable worksheet (WS‑5/WS‑8) on the construction documents.

In this section

Code references

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

  • CALGreen § 8-3 High relevance — show source text

    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: . . . . . . . . . . . . . . . . . . . . . . . . 8-6 Worksheet (WS-8) A5.409.3 Product GWP Compliance—Prescriptive Path:. . . . . . . . . . . . . . . . 8-6 Worksheet (WS-9) 5.409.2 and A5.409.2 Whole Building Life Cycle Assessment: . . . . . . . . . . . . . . . . 8-7 Construction Waste Management (CWM) Plan . . . . . . . . . . . 8-8 Construction Waste Management (CWM) Worksheet. . . . . . 8-9 Construction Waste Management (CWM) Acknowledgment. . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-10 Title 23, Waters, California Code of Regulations . . . . . . . . . 8-11 Commissioning Referenced Standards for Non-energy Systems. . . . . . . . . . . . . . . . . . . . . . . . . 8-13 IES TM-15-11 Table A-1, Table 130.2-A and Table 130.2-B Uplight and Glare Ratings Tables. . . . . . . . . . . . . . 8-40

  • CALGreen § 105.2 High relevance — show source text
    Signature: Col2
    Company: Date:
    Address: License:
    City/State/Zip: Phone:

    WORKSHEET (WS-6) [BSC-CG] Section A5.105.2 BUILDING REUSE

    TIER 1 AND TIER 2

    DOCUMENTATION OF COMPLIANCE OF EXISTING BUILDING REUSE

    Area of Existing Building(s) _____ SF

    Col1 EXISTING
    TOTAL AREA
    (A)
    RETAINED
    TOTAL AREA
    (B)
    % OF RETAINED
    STRUCTURE
    (B)/(A)
    Primary Structural Elements of Existing Building(s)
    (foundations; columns, beams, walls, and floors; and lateral elements)
    _____ SF _____ SF _____ %
    Building Enclosure of Existing Building(s)
    (roof framing, wall framing and exterior finishes only)
    _____ SF _____ SF _____ %
    Interior Nonstructural Elements
    (interior walls, doors, floor coverings, ceiling systems applicable
    for voluntary Tier 2 compliance)
    _____ SF _____ SF _____ %

    Total % Reuse of Required Elements _____ %

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    COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL

    WORKSHEET (WS-7) [BSC-CG] Section A5.409.2 WHOLE BUILDING LIFE CYCLE ASSESSMENT

    Responsible Designer’s Declaration Statement:

    I attest that the Whole Building Life Cycle Analysis has been performed according to the requirements of Section A5.409.2 and has met the minimum 15 percent (Tier 1) or 20 percent (Tier 2) reduction in global warming potential as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Furthermore, I will ensure during construction that the material specifications will be reviewed for substantial conformance with the life cycle assessment indicated on the approved plans so at the close of construction the minimum reduction in global warming potential is thereby secured.

    Signature: Col2
    Company: Date:
    Address: License:
    City/State/Zip: Phone:

    WORKSHEET (WS-8) [BSC-CG] Section A5.409.3 PRODUCT GWP COMPLIANCE—PRESCRIPTIVE PATH

    Designer’s Declaration Statement:

    I attest that prescriptive compliance has been performed according to the requirements of Section A5.409.3 and products have met the maximum acceptable GWP value for the products listed in Table A5.409.3 for either Tier 1 or Tier 2. Furthermore, I will ensure during construction that any material specification substitution will be reviewed for substantial conformance with the requirements of Section A5.409.3 so at the close of construction the minimum 15 percent reduction in global warming potential is thereby secured.

    Signature: Col2
    Company: Date:
    Address: License:
    City/State/Zip: Phone:

    8-6 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

  • CALGreen § 409.2 High relevance — show source text

    Responsible Designer’s Declaration Statement:

    I attest that the Whole Building Life Cycle Analysis has been performed according to the requirements of Section A5.409.2 and has met the minimum 15 percent (Tier 1) or 20 percent (Tier 2) reduction in global warming potential as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Furthermore, I will ensure during construction that the material specifications will be reviewed for substantial conformance with the life cycle assessment indicated on the approved plans so at the close of construction the minimum reduction in global warming potential is thereby secured.

    Signature: Col2
    Company: Date:
    Address: License:
    City/State/Zip: Phone:

    WORKSHEET (WS-8) [BSC-CG] Section A5.409.3 PRODUCT GWP COMPLIANCE—PRESCRIPTIVE PATH

    Designer’s Declaration Statement:

    I attest that prescriptive compliance has been performed according to the requirements of Section A5.409.3 and products have met the maximum acceptable GWP value for the products listed in Table A5.409.3 for either Tier 1 or Tier 2. Furthermore, I will ensure during construction that any material specification substitution will be reviewed for substantial conformance with the requirements of Section A5.409.3 so at the close of construction the minimum 15 percent reduction in global warming potential is thereby secured.

    Signature: Col2
    Company: Date:
    Address: License:
    City/State/Zip: Phone:

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    COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL

    WORKSHEET (WS-9) Section 5.409.2 and Section A5.409.2 WHOLE BUILDING LIFE CYCLE ASSESSMENT

    User input Units
    m2
    Upfront Carbon Col2 Col3 Use Phase End of Life Total
    A1-3 A4 A5 B1-5 C1-4
    Percent Reduction Col2
    Mandatory
    Tier 1
    Tier 2
    Upfront Carbon Col2 Col3 Use Phase End of Life Total
    A1-3 A4 A5 B1-5 C1-4

    2025 CALIFORNIA GREEN BUILDING STANDARDS CODE 8-7

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    COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL

    Construction Waste Management (CWM) Plan

    Note: This sample form may be used to assist in documenting compliance with the waste management plan.

    Project Name:___________________________________________________

    Job #:__________________________________________________________

  • CALGreen § 5.409.2.3 High relevance — show source text

    The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building.

    Notes:

    1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable Materials Institute (https://calculatelca.com/software/impact-estimator/) and OneClick LCA-Planetary (www.oneclicklca.com/planetary). Paid versions include, but are not limited to, Sphera GaBi Solutions (gabi.sphera.com), SimaPro (simapro.com), OneClick LCA (www.oneclicklca.com) and Tally for Revit (apps.autodesk.com).
    2. ASTM E2921-22 “Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle Assessments for Use with Building Codes, Standards, and Rating Systems” may be consulted for the assessment.
    3. In addition to the required documentation specified in Section 5.409.2.3, Worksheet WS-9 may be required by the enforcing entity to demonstrate compliance with the requirements.

    5.409.2.1 Building components. Building enclosure components included in the assessment shall be limited to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and floors.

    5.409.2.2 Reference study period. The reference study period of the proposed building shall be equal to the reference baseline building and shall be 60 years.

    5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS-4 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.

    5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific.

    5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3.

    Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value. For the purposes of this exception, industry-wide EPDs are acceptable.

    Exception EQUATION 5.409.3.1

    GWP n < GWP allowed

    where

    GWP n = Σ (GWP n )(v n )

    and

    GWP allowed = Σ (GWP allowed )(v n )

    and

  • CALGreen § 409.3 High relevance — show source text

    For concrete, Tier 1 is 150%, Tier 2 is 100% of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for
    the GWP allowed, except for High Early Strength.
    3. Concrete High Early Strength ready-mixed shall be calculated at 130% of the ready-mixed concrete GWP allowed values for each product category.|1. The GWP values of the products listed in Table A5.409.3 are based on 150% of Buy Clean California Act (BCCA) GWP values, except for concrete products which are not included
    in BCCA.
    2. For concrete, Tier 1 is 150%, Tier 2 is 100% of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for
    the GWP allowed, except for High Early Strength.
    3. Concrete High Early Strength ready-mixed shall be calculated at 130% of the ready-mixed concrete GWP allowed values for each product category.|1. The GWP values of the products listed in Table A5.409.3 are based on 150% of Buy Clean California Act (BCCA) GWP values, except for concrete products which are not included
    in BCCA.
    2. For concrete, Tier 1 is 150%, Tier 2 is 100% of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for
    the GWP allowed, except for High Early Strength.
    3. Concrete High Early Strength ready-mixed shall be calculated at 130% of the ready-mixed concrete GWP allowed values for each product category.|

    A5.409.3.2 Verification of compliance. Calculations to demonstrate compliance, Type III EPDs for products required to comply if included in the project, and Worksheet WS-8 signed by the design professional of record shall be provided on the construction documents. Updated EPDs for products used in construction shall be provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.

    A5.409.4 Whole building life cycle assessment of additional impacts. Maintaining compliance with the requirements of Section 5.409.2, conduct a cradle-to-grave whole building life cycle assessment performed in accordance with ISO 14044, including operating energy, and demonstrating a minimum 10-percent improvement for a minimum of two additional impacts listed in Section A5.409.4.1, as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, location and operating energy performance that meets the requirements of the California Energy Code currently in effect.

    A5.409.4.1 Impacts to be considered. Select from the following impacts in the assessment:

    1. Fossil fuel depletion.

    2. Stratospheric ozone depletion.

    3. Acidification of land and water sources.

    4. Eutrophication.

    5. Photochemical oxidants (smog).

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    APPENDIX A5-32 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

  • CALGreen § 19.2 High relevance — show source text

    The effective flush volume is defined as the composite, average flush volume of two
    reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A112.19.2 and ASME A112.19.14.
    3. The daily use number shall be increased to three if urinals are not installed in the room.
    4. Where complying faucets are unavailable, aerators rated at 35 gpm or other means may be used to achieve reduction.|

    WORKSHEET (WS-3) 5.105.2 BUILDING REUSE

    DOCUMENTATION OF COMPLIANCE OF EXISTING BUILDING REUSE

    Area of Existing Building(s) _____ SF

    Area of Aggregate Addition(s) (if applicable) _____ SF

    Col1 EXISTING
    TOTAL AREA
    (A)
    RETAINED
    TOTAL AREA
    (B)
    % OF RETAINED
    STRUCTURE
    (B)/(A)
    Primary Structural Elements of Existing Building(s)
    (foundations; columns, beams, walls, and floors; and lateral elements)
    _____ SF _____ SF _____ SF
    Building Enclosure of Existing Building(s)
    (roof framing, wall framing and exterior finishes only)
    _____ SF _____ SF _____ SF

    Total % Reuse of Required Elements ≥ 45% _____ %

    8-4 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

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    COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL

    WORKSHEET (WS-4) Section 5.409.2 WHOLE BUILDING LIFE CYCLE ASSESSMENT

    Responsible Designer’s Declaration Statement:

    I attest that the Whole Building Life Cycle Analysis has been performed according to the requirements of Section 5.409.2 and has met the minimum 10 percent reduction in global warming potential as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Furthermore, I will ensure during construction that the material specifications will be reviewed for substantial conformance with the life cycle assessment indicated on the approved plans so at the close of construction the minimum 10 percent

    eduction in global warming potential is thereby secured. Col2
    Signature:
    Company: Date:
    Address: License:
    City/State/Zip: Phone:

    WORKSHEET (WS-5) Section 5.409.3 PRODUCT GWP COMPLIANCE PRESCRIPTIVE PATH

    Responsible Designer’s Declaration Statement:

    I attest that prescriptive compliance has been performed according to the requirements of Section 5.409.3 and products have met the minimum 10 percent reduction in global warming potential as specified in Table 5.409.3. Furthermore, I will ensure during construction that the material specifications will be reviewed for substantial conformance with the global warming potential limits indicated on the approved plans so at the close of construction the minimum 10 percent reduction in global warming potential is thereby secured.

    Signature: Col2
    Company: Date:
    Address: License:
    City/State/Zip: Phone:

    WORKSHEET (WS-6) [BSC-CG] Section A5.105.2 BUILDING REUSE

  • CALGreen § 702.2 High relevance — show source text

    A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.

    5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific.

    5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3.

    Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value. For the purposes of this exception, industry-wide EPDs are acceptable.

    Exception EQUATION 5.409.3.1

    GWP n < GWP allowed

    where

    GWP n = Σ (GWP n )(v n )

    and

    GWP allowed = Σ (GWP allowed )(v n )

    and

    n = each concrete mix installed in the project GWP n = the GWP for concrete mix n per concrete mix EPD, in kg CO 2 e/m [3]

    GWP allowed = the GWP potential allowed for concrete mix n per Table 5.409.3 v n = the volume of concrete mix n installed in the project, in m [3]

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    NONRESIDENTIAL MANDATORY MEASURES

    TABLE 5.409.3—PRODUCT GWP LIMITS Col2 Col3
    BUY CLEAN CALIFORNIA MATERIALS PRODUCT
    CATEGORY1
    MAXIMUM ACCEPTABLE GWP VALUE
    (unfabricated)
    (GWPallowed)
    UNIT OF MEASUREMENT
    Hot-rolled structural steel sections 1.77 MT CO2e/MT
    Hollow structural sections 3.00 MT CO2e/MT
    Steel plate 2.61 MT CO2e/MT
    Concrete reinforcing steel 1.56 MT CO2e/MT
    Flat glass 2.50 kg CO2e/MT
    Light-density mineral wool board insulation 5.83 kg CO2e/1 m2
    Heavy-density mineral wool board insulation 14.28 kg CO2e/1 m2
    Concrete, Ready-Mixed2, 3 Concrete, Ready-Mixed2, 3 **Concrete, Ready-Mixed2,
  • CALGreen § 408.1.1 High relevance — show source text

    408.1.1, 5.408.1.2, 5.408.1.3 or more stringent
    local ordinance|5.408.1.1,
    5.408.1.2,
    5.408.1.3||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Construction waste management: documentation|5.408.1.4||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Universal waste [A]|5.408.2||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Excavated soil and land clearing debris (100% reuse or
    recycle) with Exception and Notes|5.408.3||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Life Cycle Assessment, Scope, Whole building life cycle
    assessment with Notes, Building components, Reference
    study period, and Verification of compliance|5.409.1,
    5.409.2,
    5.409.2.1,
    5.409.2.2 and
    5.409.2.3||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Life Cycle Assessment, Scope, Product GWP compliance –
    prescriptive path, 5.409.3.1 with Exception and Exception
    EQUATION, Verification of compliance and Product GWP
    Limits Table with Footnotes|5.409.1,
    5.409.3,
    5.409.3.1,
    5.409.3.2 and
    Table 5.409.3||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Recycling by occupants (with exception)|5.410.1||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Recycling by occupants: additions (with exception)|5.410.1.1||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Recycling by occupants: sample ordinance
    |5.410.1.2||||| |DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    (continued)|Mandatory|Commissioning new buildings (≥ 10,000 sf) [N]|5.410.2||||| |**DIVISION 5.

  • CALGreen § 409.2.3 Medium relevance — show source text

    Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building.

    Exception: For projects that include building reuse, the reference baseline building shall not be of new construction and shall retain existing materials. The percent reduction in GWP shall be achieved through the design and construction of new project elements.

    A5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS-7 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.

    A5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table A5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific.

    Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table A5.409.3 using Exception Equation A5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value. For the purposes of this exception, industry-wide EPDs are acceptable.

    Exception EQUATION A5.409.3.1

    GWP n < GWP allowed

    where

    GWP n = Σ (GWP n )(v n ) and GWP allowed = Σ (GWP allowed )(v n )

    and

    n = each concrete mix installed in the project GWP n = the GWP for concrete mix n per concrete mix EPD, in kg CO 2 e/m [3]

    GWP allowed = the GWP potential allowed for concrete mix n per Table 5.409.3 v n = the volume of concrete mix n installed in the project, in m [3]

    APPENDIX A5-30 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

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    APPENDIX A5NONRESIDENTIAL VOLUNTARY MEASURES

    |TABLE A5.409.3—PRODUCT GWP LIMITS,

  • CALGreen § 5.4 Medium relevance — show source text

    4**
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|Mandatory|Life Cycle Assessment, Scope, Whole building life cycle
    assessment with Notes, Building components,
    Reference study period, and Verification of compliance|5.409.1, 5.409.2,
    5.409.2.1, 5.409.2.2
    and 5.409.2.3||||| |(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|Mandatory|Life Cycle Assessment, Scope, Product GWP
    compliance – prescriptive path, 5.409.3.1 with
    Exception and Exception EQUATION, Verification of
    compliance and Product GWP Limits Table with
    Footnotes|5.409.1,5.409.3,
    5.409.3.1, 5.409.3.2
    and Table 5.409.3||||| |(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|Tier 2
    Prerequisite|Enhanced construction waste reduction (80%Tier 2
    with verification)|A5.408.3.1.1,
    A5.408.3.1.2||||| |(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|Mandatory|Recycling by occupants (with exception)|5.410.1||||| |(continued)
    DIVISION 5.4
    Material
    Conservation
    and Resource
    Efficiency
    Select Three Electives
    (cont’d)|(continued)
    **DIVISION 5.

  • CALGreen § 5.105.2 Medium relevance — show source text

    Exception: Combined addition(s) to existing building(s) of two times the area or more of the existing building(s) is not eligible to meet compliance with Section 5.105.2 or Section A5.105.2.

    A5.409.2 Whole building life cycle assessment. Projects shall meet the minimum requirements of Section A5.409.2 for Tier 1 or Tier 2 compliance.

    A5.409.2.1 Tier 1. Projects shall conduct a cradle-to-grave whole building life cycle assessment meeting the requirements of Section 5.409.2 and performed in accordance with ISO 14040 and 14044, excluding operating energy, demonstrating a minimum 15-percent reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of all parts of the California Building Standards Code currently in effect. Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building.

    Exception: For projects that include building reuse, the reference baseline building shall exclude the reused elements. The percent reduction in GWP shall be achieved through the design and construction of new project elements.

    A5.409.2.2 Tier 2. Projects shall conduct a cradle-to-grave whole building life cycle assessment meeting the requirements of Section 5.409.2 and performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, demonstrating a minimum 20-percent reduction in GWP as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of all parts of the California Building Standards Code currently in effect. Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building.

    Exception: For projects that include building reuse, the reference baseline building shall not be of new construction and shall retain existing materials. The percent reduction in GWP shall be achieved through the design and construction of new project elements.

    A5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS-7 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.

    A5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table A5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific.

Frequently asked questions

Which CALGreen sections control LCA and product GWP?

See §5.409.1 (scope), §5.409.2 (whole‑building life‑cycle assessment) and §5.409.3 (product GWP prescriptive path and Table 5.409.3). Appendix A (A5.409.2 / A5.409.3) contains the voluntary Tier 1/Tier 2 provisions and corresponding worksheets.

Do products need Type III EPDs?

Yes — each permanently installed product listed in Table 5.409.3 must have a Type III EPD (product‑specific or factory‑specific) and must meet the maximum GWP values in Table 5.409.3; concrete may be treated by a weighted‑average exception per §5.409.3.

What reduction targets apply?

The mandatory whole‑building LCA path requires demonstrating the code’s specified GWP improvement (documented in WS‑4/WS‑7), with Appendix A voluntary tiers requiring larger reductions (Tier 1 ~15% and Tier 2 ~20% reductions for A5.409.2). Product GWP prescriptive limits and tiering are set in Table 5.409.3 and its footnotes.

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