EFFECTIVE DATE: January 1, 2011
(For Errata and supplements, See History Note Appendix)
Public Domain: U.S. Court of Appeals, Fifth Circuit, 99-40632
2010 California Green Building Standards Code
California Code of Regulations, Title 24, Part 11
First Printing: June 2010
ISBN 978-1-58001-979-8
COPYRIGHT © 2010
Held by
California Building Standards Commission
2525 Natomas Park Drive, Suite 130
Sacramento, CA 95833-2936
PRINTED IN THE U.S.A.
This document is the 11th of 12 parts of the official compilation and publication of the adoptions, amendments and repeal of regulations to California Code of Regulations, Title 24, also referred to as the California Building Standards Code. This Part is known as the California Green Building Standards Code, and it is intended that it shall also be known as the CALGreen Code.
The California Building Standards Code is published in its entirety every three years by order of the California Legislature. The California Legislature delegated authority to various State agencies, boards, commissions and departments to create building regulations to implement the State's statutes. These building regulations or standards have the same force of law, and take effect 180 days after their publication unless otherwise stipulated. The California Building Standards Code applies to all occupancies in the State of California as annotated.
A city, county, or city and county may establish more restrictive standards reasonably necessary because of local climatic, geological or topographical conditions. For the purpose of this code, these conditions include local environmental conditions as established by a city, county, or city and county. Findings of the local condition (s) and the adopted local building standard(s) must be filed with the California Building Standards Commission to become effective and may not be effective sooner than the effective date of this edition of the California Building Standards Code. do not apply to this edition without appropriate adoption and the required filing.
Should you find publication (e.g., typographical) errors or inconsistencies in this code or wish to offer comments toward improving its format, please address your comments to:
California Building Standards Commission
2525 Natomas Park Drive, Suite 130
Sacramento, CA 95833-2936
Phone: (916) 263-0916
Fax: (916) 263-0959
Website: www.bsc.ca.gov
The 2010 California Green Building Standards Code (Code) was developed through the outstanding collaborative efforts of the Department of Housing and Community Development, the Division of State Architect, the Office of the State Fire Marshal, the Office of Statewide Health Planning and Development, the California Energy Commission, and the Building Standards Commission (Commission).
This collaborative effort included the assistance of the Commission's Code Advisory Committees and many other volunteers that worked tirelessly to assist the Commission in the production of this Code.
Governor Arnold Schwarzenegger
Members of the Building Standards Commission
Acting Secretary Tom Sheehy-Chair
Isam Hasenin –Vice-Chair
James Barthman
Craig Daley
Susan Dowty
Tony Hoffman
Christina Jamison
Stephen Jensen
Michael Paravagna
Richard Sawhill
Steven Winkel
David Walls – Executive Director
Thomas Morrison – Deputy Executive Director
For questions on California state agency amendments; please refer to the contact list on the following page.
iiiUnless otherwise noted, state agency adoptions are indicated by the following banners in the section leaders:
Department of Housing and Community Development: [HCD]
California Building Standards Commission: [BSC]
Division of the State Architect, Structural Safety: [DSA-SS]
Office of Statewide Health Planning and Development: [OSHPD 1, 2 & 4]
See Chapter 1, Sections 103–106 for applications regulated by the respective state agencies.
The format of this code is common to other parts of the California Building Standards Code and contains building standards applicable to occupancies which fall under the authority of different state agencies. Occupancies and applications under the authority of a specific state agency are identified in Chapter 1, Sections 103 through 106. Sections of this code which are applicable and adopted by each state agency are identified in the Matrix Adoption Tables located at the beginning of each chapter. The following outline is provided as a guide to establish which provisions are applicable to a specific occupancy.
California Agency Information Contact List
California Energy Commission | |
Energy Hotline | (800) 772-3300 |
or (916) 654-5106 | |
Building Efficiency Standards | |
Appliance Efficiency Standards | |
Compliance Manual/Forms | |
California State Lands Commission | |
Marine Oil Terminals | (562) 499-6317 |
California State Library | |
Resources and Information | (916) 654-0261 |
Government Publication Section | (916) 654-0069 |
Corrections Standards Authority | |
Local Adult Jail Standards | (916) 324-1914 |
Local Juvenile Facility Standards | (916) 324-1914 |
Department of Consumer Affairs – Acupuncture Board | |
Office Standards | (916) 445-3021 |
Department of Consumer Affairs – Board of Pharmacy | |
Pharmacy Standards | (916) 574-7900 |
Department of Consumer Affairs – Bureau of Barbering And Cosmetology | |
Barber and Beauty Shop and College Standards | (916) 574-7570 |
Structural Standards | (800) 952-5210 |
Department of Consumer Affairs – Bureau of Home Furnishings and Thermal Insulation | |
Insulation Testing Standards | (916) 574-2041 |
Department of Consumer Affairs – Structural Pest Control Board | |
Structural Standards | (800) 737-8188 |
(916) 561-8708 | |
Department of Consumer Affairs – Veterinary Medical Board | |
Veterinary Hospital Standard | (916) 263-2610 |
Department of Food and Agriculture | |
Meat and Poultry Packing Plant Standards | (916) 654-1447 |
Dairy Standards | (916) 654-1447 |
Department of Public Health | |
Organized Camps Standards | (916) 449-5661 |
Public Swimming Pools Standards | (916) 449-5693 |
Asbestos Standards | (510) 620-2874 |
Department of Housing and Community Development | |
Residential – Hotels, Motels, Apartments, Single-Family Dwellings | (916) 445-9471 |
Permanent Structures in Mobilehome and Special Occupancy Parks | (916) 445-9471 |
Factory-Built Housing, Manufactured Housing and Commercial Modular | (916) 445-3338 |
Mobilehomes – Permits and Inspections Northern Region | (916) 225-2501 |
Southern Region | (951) 782-4420 |
Employee Housing Standards | (916) 445-9471 |
Department of Water Resources | |
Gray Water Installations Standards | (916) 651-9667 |
Division of the State Architect – Access Compliance | |
Access Compliance Standards | (916) 445-8100 |
Division of the State Architect – Structural Safety | |
Public Schools Standards | (916) 445-8100 |
Essential Services Building Standards | (916) 445-8100 |
Community College Standards | (916) 445-8100 |
Division of the State Architect – State Historical Building Safety Board | |
Alternative Building Standards | (916) 445-8100 |
Office of Statewide Health Planning and Development | |
Hospital Standards | (916) 440-8409 |
Skilled Nursing Facility Standards | (916) 440-8409 |
Clinic Standards | (916) 440-8409 |
Permits | (916) 440-8409 |
Office of the State Fire Marshal | |
Code Development and Analysis | (916) 445-8200 |
Fire Safety Standards | (916) 445-8200 |
Fireplace Standards | (916) 445-8200 |
Day-Care Centers Standards | (916) 445-8200 |
Exit Standards | (916) 445-8200 |
CHAPTER 1 ADMINISTRATION | 1 | |
Section | ||
101 | General | 1 |
102 | Construction Documents and Installation Verification | 3 |
103 | Building Standards Commission | 4 |
104 | Department of Housing and Community Development | 4 |
105 | Division of the State Architect | 4 |
106 | Office of Statewide Health Planning and Development | 5 |
CHAPTER 2 | DEFINITIONS | 9 |
Section | ||
201 | General | 9 |
202 | Definitions | 9 |
CHAPTER 3 GREEN BUILDING | 11 | |
Section | ||
301 | General | 11 |
302 | Mixed Occupancy Buildings | 11 |
303 | Phased projects | 11 |
304 | Voluntary Tiers | 11 |
305 | CALGreen Tier 1 and CALGreen Tier 2 | 11 |
306 | Voluntary Measures | 12 |
CHAPTER 4 RESIDENTIAL MANDATORY MEASURES | 13 | |
Division | ||
4.1 | Planning and Design | 13 |
4.2 | Energy Efficiency | 15 |
4.3 | Water Efficiency and Conservation | 17 |
4.4 | Material Conservation and Resource Efficiency | 19 |
4.5 | Environmental Quality | 21 |
CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES | 25 | |
Division | ||
5.1 | Planning and Design | 25 |
5.2 | Energy Efficiency | 27 |
5.3 | Water Efficiency and Conservation | 29 |
5.4 | Material Conservation and Resource Efficiency | 33 |
5.5 | Environmental Quality | 37 |
CHAPTER 6 REFERENCED ORGANIZATIONS AND STANDARDS | 43 | |
Section | ||
601 | General | 43 |
CHAPTER 7 INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS | 45 | |
Section | ||
701 | General (Reserved) | 45 |
702 | Qualifications | 45 |
703 | Verifications | 46 |
CHAPTER 8 COMPLIANCE FORMS AND WORKSHEETS | 49 | |
WS-1 | BASELINE WATER USE Baseline Water Use Calculation Table | 49 |
WS-2 | WATER USE REDUCTION 20 Percent Reduction Water Use Calculation Table | 50 |
WS-3 | WATER USE REDUCTION 30, 35 or 40 Percent Reduction Water Use Calculation Table | 51 |
CWM | Sample Plan Construction Waste Management (CWM) Plan | 52 |
CWM | Worksheet Construction Waste Management (CWM) Worksheet | 53 |
CWM | Acknowledgment Construction Waste Management (CWM) Acknowledgment | 54 |
APPENDIX A4 | RESIDENTIAL VOLUNTARY MEASURES | 55 |
Division | ||
A4.1 | Planning and Design | 55 |
A4.2 | Energy Efficiency | 59 |
A4.3 | Water Efficiency and Conservation | 63 |
A4.4 | Material Conservation and Resource Efficiency | 65 |
A4.5 | Environmental Quality | 69 |
A4.6 | Tier 1 and Tier 2 | 71 |
A4.7 | Residential Model Ordinance | 84 |
APPENDIX A5 | NONRESIDENTIAL VOLUNTARY MEASURES | 87 |
Division | ||
A5.1 | Planning and Design | 87 |
A5.2 | Energy Efficiency | 95 |
A5.3 | Water Efficiency and Conservation | 130 |
A5.4 | Material Conservation and Resource Efficiency | 135 |
A5.5 | Environmental Quality | 141 |
A5.6 | Voluntary Tiers | 148 |
A5.7 | Nonresidential Checklists | 151 |
Building Standards Commission (BSC) Division of the State Architect (DSA) Office of Statewide Health Planning and Development (OSHPD) | ||
Index | 177 |
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | X | X | X | X | X | |||||||||||||
Chapter/Section | |||||||||||||||||||
101 | X | X | X | X | X | X | |||||||||||||
102 | X | X | X | X | X | X | |||||||||||||
103 | X | ||||||||||||||||||
104 | X | ||||||||||||||||||
105 | X | ||||||||||||||||||
106 | X | X | X |
101.1 Title. These regulations shall be known as the California Green Building Standards Code and 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 Standards Code is Part 11 of twelve 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:
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 referenced in the Matrix Adoption Tables and 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.
101.4 Appendices. Provisions contained in the appendices of this code are not mandatory unless specifically adopted by a State agency or adopted by a city, county, or city and county in compliance with Health and Safety Code Sections 18930 and 18941.5, respectively, for Building Standards Law; Health and Safety Code Section 17950 for State Housing Law; and Health and Safety Code Section 13869.7 for Fire Protection Districts. See Section 101.7 of this code.
101.5 Referenced codes and standards. The codes and standards referenced elsewhere in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference.
101.5.1 Building. The provisions of the California Building Code and California Residential Code, as applicable, shall apply to the construction, alteration, movement, enlargement, replacement, repair, use and occupancy, location, maintenance, removal and demolition of every structure or any appurtenances connected or attached to such buildings or structures.
101.5.2 Electrical. The provisions of the California Electrical Code shall apply to the installation of electrical systems, including but not limited to, alterations, repair, replacement, equipment, appliances, fixtures, fittings and appurtenances thereto.
101.5.3 Mechanical. The provisions of the California Mechanical Code shall apply to the installation, alterations, repair and replacement of mechanical systems, including equipment, appliances, fixtures, fittings, and/or appurtenances, including ventilating, heating, cooling, air-conditioning and refrigeration systems, incinerators and other energy-related systems.
101.5.4 Plumbing. The provisions of the California Plumbing Code shall apply to the installation, alteration, repair and replacement of plumbing systems, including equipment, appliances, fixtures, fittings and appurtenances where connected to a water or sewage system.
101.5.5 Fire prevention. The provisions of CCR, Title 19, Division I and CCR, Title 24, Part 2 and Part 9 relating to fire and panic safety as adopted by the Office of the State Fire Marshal shall apply to all structures, processes and premises for protection from the hazard of fire, panic and explosion.
101.5.6 Energy. The provisions of the California Energy Code shall apply to the minimum design and construction of buildings for energy efficiency.
101.6 Order of precedence and use.
101.6.1 Differences. In the event of any differences between these building standards and the standard reference documents, the text of these building standards shall govern. In the event a local amendment to this code results in differences between these building standards and the amendment, the text of the amendment shall govern.
101.6.2 Specific provision. Where a specific provision varies from a general provision, the specific provision shall apply.
101.6.3 Conflicts. When the requirements of this code conflict with the requirements of any other part of the California Building Standards Code, Title 24, the most restrictive requirement shall prevail.
101.6.4 Explanatory notes. Explanatory material, such as references to websites or other sources where additional information may be found, is included in this code in the form of notes. Notes are informational only and are not enforceable requirements of this code.
101.7 City, county, or city and county amendments, additions or deletions. This code is intended to set mandatory minimum Green Building Standards and includes optional tiers that may, at the discretion of any city, county, or city and county, be applied.
This code does not limit the authority of city, county, or city and county governments to make necessary changes to the provisions contained in this code pursuant to Section 101.7.1. The effective date of amendments, additions, or deletions to this code for cities, counties, or cities and counties filed pursuant to Section 101.7.1 shall be the date on which it is filed. However, in no case shall the amendments, additions or deletions to this code be effective any sooner than the effective date of this code.
Local modifications shall comply with Health and Safety Code Section 18941.5(b) for Building Standards Law, Health and Safety Code Section 17958.5 for State Housing Law or Health and Safety Code Section 13869.7 for Fire Protection Districts.
101.7.1 Findings and filings.
101.8 Alternate materials, designs and methods of construction. The provisions of this code are not intended to prevent the use of any alternate material, appliance, installation, device, arrangement, method, design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternate shall be approved on a case-by-case basis where the enforcing agency finds that the proposed alternate is satisfactory and complies with the intent of the provisions of this code and is at least the equivalent of that prescribed in this code in planning and design, energy, water, material conservation and resource efficiency, environmental air quality, performance, safety and the protection of life and health. Consideration and compliance provisions for occupancies regulated by adopting state agencies are found in the sections listed below.
101.9 Effective date of this code. Only those standards approved by the California Building Standards Commission that are effective at the time an application for a building permit is submitted shall apply to the plans and specifications for, and to the construction performed under, that permit. For the effective dates of the provisions contained in this code, see the appropriate application checklist and the History Note page of this code.
101.10 Mandatory requirements. This code contains both mandatory and voluntary green building measures. Mandatory and voluntary measures are identified in the appropriate application checklist contained in this code.
101.11 Effective use of this code. The following steps shall be used to establish which provisions of this code are applicable to a specific occupancy:
102.1 Submittal documents. Construction documents and other data shall be submitted in one or more sets with each application for a permit. Where special conditions exist, the enforcing agency is authorized to require additional construction documents to be prepared by a licensed design professional and may be submitted separately.
Exception: The enforcing agency is authorized to waive the submission of construction documents and other data not required to be prepared by a licensed design professional.
102.2 Information on construction documents. Construction documents shall be of sufficient clarity to indicate the location, nature and scope of the proposed green building feature and show that it will conform to the provisions of this code, the California Building Standards Code and other relevant laws, ordinances, rules and regulations as determined by the enforcing agency.
102.3 Verification. Documentation of conformance for applicable green building measures shall be provided to the enforcing agency. Alternate methods of documentation shall be acceptable when the enforcing agency finds that the proposed alternate documentation is satisfactory to demonstrate substantial conformance with the intent of the proposed green building measure.
3103.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency, and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.
104.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.
105.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency, and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.
105.1.1 Application—Public elementary and secondary schools and community colleges. New construction on a new campus site or new construction on an existing site cleared of all existing structures.
4Enforcing agency—The Division of the State Architect-Structural Safety (DSA-SS) has been delegated the responsibility and authority by the Department of General Services to review and approve the design and observe the construction of public elementary and secondary schools, and community colleges.
Authority cited—Education Code Sections 17310 and 81142.
Reference—Education Code Sections 17280 through 17317, and 81130 through 81147.
105.1.2 Applicable administrative standards.
105.1.3 Applicable building standards. California Building Standards Code, Title 24, Parts 2, 3, 4, 5, 6, 9, 11 and 12, California Code of Regulations, for school buildings and community colleges.
106.1 OSHPD 1. Specific scope of application of the agency responsible for enforcement, enforcement agency and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.
Application—General acute care hospitals and acute psychiatric hospitals, excluding distinct part units or distinct part freestanding buildings providing skilled nursing or intermediate care services. For structural regulations: Skilled nursing facilities and/or intermediate care facilities except those skilled nursing facilities and intermediate care facilities of single-story, Type V, wood or light steel-frame construction.
Enforcing agency—Office of Statewide Health Planning and Development (OSHPD). The office shall enforce the Division of the State Architect—Access Compliance regulations and the regulations of the Office of the State Fire Marshal for the above-stated facility types.
106.1.1 Applicable administrative standards.
106.1.2 Applicable building standards. California Building Standards Code, Title 24, Parts 2, 3, 4, 5, 9, 11 and 12.
106.1.3 Identification of amendments. For applications listed in Section 106.1, amendments appear in this code preceded with the acronym [OSHPD 1].
Authority—Health and Safety Code Sections 127010, 127015, 1275 and 129850.
References—Health and Safety Code Sections 19958, 127010, 127015, 129680, 1275 and 12967 through 130070.
106.2 OSHPD 2. Specific scope of application of the agency responsible for enforcement, enforcement agency and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.
Application—Skilled nursing facilities and intermediate care facilities, including distinct part skilled nursing and intermediate care services on a general acute care or acute psychiatric hospital license, provided either are in a separate unit or a free-standing building. For structural regulations: Single-story, Type V skilled nursing facility and/or intermediate care facilities utilizing wood or light steel-frame construction.
Enforcing agency—Office of Statewide Health Planning and Development (OSHPD). The office shall also enforce the Division of the State Architect—Access Compliance regulations and the regulations of the Office of the State Fire Marshal for the above-stated facility type.
106.2.1 Applicable administrative standards.
106.2.2 Applicable building standards. California Building Standards Code, Title 24, Parts 2, 3, 4, 5, 9, 11 and 12.
106.2.3 Identification of amendments. For applications listed in Section 106.2, amendments appear in this code preceded with the acronym [OSHPD 2].
Authority—Health and Safety Code Sections 127010, 127015, 1275 and 129850.
References—Health and Safety Code Sections 127010, 127015, 1275 and 129680.
106.3 OSHPD 4. Specific scope of application of the agency responsible for enforcement, enforcement agency and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.
Application—Correctional treatment centers.
Enforcing agency—Office of Statewide Health Planning and Development (OSHPD). The office shall also enforce the Division of the State Architect—Access Compliance regulations and the regulations of the Office of the State Fire Marshal for the above-stated facility types.
106.3.1 Applicable administrative standards.
106.3.2 Applicable building standards. California Building Standards Code, Title 24, Parts 2, 3, 4, 5, 9, 11 and 12.
106.3.3 Identification of amendments. For applications listed in Section 106.4, amendments appear in this code preceded with the acronym [OSHPD 4], unless the entire chapter is applicable.
Authority—Health and Safety Code Sections 127010, 127010, 127015 and 129790.
References—Health and Safety Code Sections 127010, 127015, 1275, and 129675 through 130070.
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
The state agency does not adopt sections identified by the following symbol:† | |||||||||||||||||||
Adopt entire CA chapter | X | X | |||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | X | X | X | ||||||||||||||||
Adopt only those sections that are listed below | X | ||||||||||||||||||
Chapter/Section | |||||||||||||||||||
201 | X | ||||||||||||||||||
202 AUTOMATIC | X | ||||||||||||||||||
202 BUILDING ENVELOPE | X | ||||||||||||||||||
202 CALIFORNIA BUILDING CODE | X | ||||||||||||||||||
202 CALIFORNIA ELECTRICAL CODE | X | ||||||||||||||||||
202 CALIFORNIA ENERGY CODE | X | ||||||||||||||||||
202 CALIFORNIA MECHANICAL CODE | X | ||||||||||||||||||
202 CALIFORNIA PLUMBING CODE | X | ||||||||||||||||||
202 CALIFORNIA RESIDENTIAL CODE | † | † | † | ||||||||||||||||
202 CONDITIONED SPACE | X | ||||||||||||||||||
202 COOLING EQUIPMENT | X | ||||||||||||||||||
202 ENERGY COMMISSION | X | ||||||||||||||||||
202 ENFORCING AGENCY | X | ||||||||||||||||||
202 GREEN BUILDING | X | ||||||||||||||||||
202 INFILTRATION | X | ||||||||||||||||||
202 KITCHEN | X | ||||||||||||||||||
202 LOW-RISE RESIDENTIAL BUILDING | X | † | † | † | |||||||||||||||
202 OUTDOOR AIR(Outside air) | X | ||||||||||||||||||
202 PLANTS | † | † | † | ||||||||||||||||
202 RESIDENTIAL BUILDING | X | † | † | † | |||||||||||||||
202 RESIDENT FLOORING | X | † | † | † | |||||||||||||||
202 VAPOR BARRIER | X |
201.1 Scope. Unless otherwise stated, the following words and terms shall, for the purposes of this code, have the meanings shown in this chapter.
201.2 Interchangeability. Words used in the present tense include the future; words stated in the masculine gender include the feminine and neuter; the singular number includes the plural and the plural, the singular.
201.3 Terms defined in other documents. Where terms are not defined in this code and are defined in the California Building Standards Code or other referenced documents, such terms shall have the meanings ascribed to them as in those publications.
201.4 Terms not defined. Where terms are not defined as specified in this section, such terms shall have ordinarily accepted meanings such as the context implies.
AUTOMATIC. Automatic means capable of operating without human intervention.
BUILDING ENVELOPE. The ensemble of exterior and demising partitions of a building that enclose conditioned space.
CALIFORNIA BUILDING CODE. The current version of the California Building Code.
CALIFORNIA ELECTRICAL CODE. The current version of the California Electrical Code.
CALIFORNIA ENERGY CODE. The current version of the California Energy Code, unless otherwise specified.
CALIFORNIA MECHANICAL CODE. The current version of the California Mechanical Code.
CALIFORNIA PLUMBING CODE. The current version of the California Plumbing Code.
CALIFORNIA RESIDENTIAL CODE. The current version of the California Residential Code.
CONDITIONED FLOOR AREA. The floor area (in square feet) of enclosed conditioned space on all floors of a building, as measured at the floor level of the exterior surfaces of exterior walls enclosing the conditioned space.
CONDITIONED SPACE. A space in a building that is either directly conditioned or indirectly conditioned.
CONDITIONED SPACE, DIRECTLY. An enclosed space that is provided with wood heating, is provided with mechanical heating that has capacity exceeding 10 Btu/hr-ft2, or is provided with mechanical cooling that has a capacity exceeding 5 Btu/hr-ft2, unless the space-conditioning system is designed for a process space. (See Process Space.)
CONDITIONED SPACE, INDIRECTLY. Enclosed space, including but not limited to, unconditioned volume in atria, that (1) is not directly conditioned space; and (2) either (a) has a thermal transmittance area product (UA) to directly conditioned space exceeding that to the outdoors or to unconditioned space and does not have fixed vents or openings to the outdoors or to unconditioned space, or (b) is a space through which air from directly conditioned spaces is transferred at a rate exceeding three air changes per hour.
COOLING EQUIPMENT. Equipment used to provide mechanical cooling for a room or rooms in a building.
DISPOSAL. The management of solid waste through land-filling or transformation at permitted solid waste facilities.
DIVERSION. Activities which reduce or eliminate the amount of solid waste from solid waste disposal for purposes of this code.
ENERGY COMMISSION. The California State Energy Resources Conservation and Development Commission.
ENFORCING AGENCY. The designated department or agency as specified by statute or regulation.
EXFILTRATION. The uncontrolled outward air leakage from inside a building, including leakage through cracks and interstices, around windows and doors, and through any other exterior partition or duct penetration.
GREEN BUILDING. A holistic approach to design, construction, and demolition that minimizes the building's impact on the environment, the occupants and the community.
HAZARDOUS WASTE.
INERT SOLIDS OR INERT WASTE. A non-liquid solid waste including, but not limited to, soil and concrete, that does not contain hazardous waste or soluble pollutants at concentrations in excess of water-quality objectives established by a regional water board pursuant to Division 7 (commencing with Section 13000) of the California Water Code and does not contain significant quantities of decomposable solid waste.
9INFILTRATION. An uncontrolled inward air leakage from outside a building or unconditioned space, including leakage through cracks and interstices, around windows and doors and through any other exterior or demising partition or pipe or duct penetration.
KITCHEN. That portion in a residential dwelling unit that is a room or area used for cooking, food storage and preparation and washing dishes, including associated counter tops and cabinets, refrigerator, stove, ovens and floor area.
LOW-RISE RESIDENTIAL BUILDING. A building that is of Occupancy Group R and is three stories or less, or that is a one-or two-family dwelling or townhouse.
NEWLY CONSTRUCTED (or NEW CONSTRUCTION). A newly constructed building (or new construction) does not include additions, alterations or repairs.
OUTDOOR AIR (Outside air). Air taken from outdoors and not previously circulated in the building.
PLANTS.
Adaptive plants. Adaptive plants are plants that grow well in a given habitat with minimal attention in the form of winter protection, pest protection, irrigation and fertilization once established.
Note: Adaptive plants are considered low in maintenance and are not invasive plants.
Invasive plants. Invasive plants are both indigenous and nonindigenous species with growth habits that are characteristically aggressive.
Note: Invasive plants typically have a high reproductive capacity and tendency to overrun the ecosystems they inhabit.
Native plants. Native plants are plants that have adapted to a given area and are not invasive.
PROCESS SPACE. A space that is thermostatically controlled to maintain a process environment temperature less than 55°F or to maintain a process environment temperature greater than 90°F for the whole space that the system serves, or that is a space with a space-conditioning system designed and controlled to be incapable of operating at temperatures above 55°F or incapable of operating at temperatures below 90°F at design conditions.
RECYCLE or RECYCLING. The process of collecting, sorting, cleansing, treating and reconstituting materials that would otherwise become solid waste, and returning them to the economic mainstream in the form of raw material for new, reused or reconstituted products which meet the quality standards necessary to be used in the marketplace. “Recycling” does not include transformation, as defined in Public Resources Code Section 40201.
RESIDENTIAL BUILDING. See “low-rise residential building.”
RESILIENT FLOORING. Refers to nontextile flooring materials which have a relatively firm surface, yet characteristically have “give” and “bounce back” to their original surface profile from the weight of objects that compress its surface. Resilient flooring materials are made in various shapes and sizes including both tile and roll form. Common types of resilient flooring include but are not limited to:
RE-USE. The use, in the same form as it was produced, of a material which might otherwise be discarded
SOLID WASTE.
VAPOR BARRIER. Material that has a permeance of one perm or less and that provides resistance to the transmission of water vapor.
10Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
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1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | X | X | X | X | X | |||||||||||||
Chapter/Section | |||||||||||||||||||
301 | X | X | X | X | X | X | |||||||||||||
302 | X | X | X | X | X | X | |||||||||||||
303 | X | X | X | X | X | X | |||||||||||||
304 | X | X | X | X | X | ||||||||||||||
305 | X | ||||||||||||||||||
306 | X |
301.1 Scope. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
302.1 Mixed occupancy buildings. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.
303.1 Phased projects. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Tenant improvements. The provisions of this code shall apply only to the initial tenant or occupant improvements to a project.
304.1 Purpose. Voluntary tiers are intended to further encourage building practices that improve public health, safety and general welfare by promoting the use of building concepts which minimize the building’s impact on the environment and promote a more sustainable design.
304.1.1 Tiers. The provisions of Appendices A4 and A5 outline means of achieving enhanced construction levels by incorporating additional measures. Buildings complying with tiers specified for each occupancy contain additional prerequisite and elective green building measures necessary to meet the threshold of each tier.
[BSC] Where there are practical difficulties involved in complying with the threshold levels of a tier, the enforcing agency may grant modifications for individual cases. The enforcing agency shall first find that a special individual reason makes the strict letter of the tier impractical and that modification is in conformance with the intent and purpose of the measure. The details of any action granting modification shall be recorded and entered in the files of the enforcing agency.
305.1 CALGreen Tier 1 and CALGreen Tier 2 buildings contain voluntary green building measures necessary to meet the threshold of each level.
11305.1.1 CALGreenTier 1. To achieve CALGreen Tier 1, buildings must comply with the latest edition of “Savings By Design, Healthcare Modeling Procedures” found online at http://www/energysoft.com/ep/2007SBDHProcedures.pdf.
305.1.2 CALGreenTier 2. To achieve CALGreen Tier 2, buildings must exceed the latest edition of “Savings By Design, Healthcare Modeling Procedures” by a minimum of 15 percent.
306.1 Purpose. Voluntary measures are intended to further encourage building practices that improve public health, safety and general welfare by promoting the use of building concepts which minimize the building’s impact on the environment, promote a more sustainable design and high-performance educational facilities.
306.1.1 The provisions of Appendix A5 outline means of achieving enhanced construction levels by incorporating additional measures.
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
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1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | ||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | |||||||||||||||||||
Chapter/Section |
Division 4.1 – PLANNING AND DESIGN
4.101.1 Purpose. The provisions of this division outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.
4.102.1 Definitions. The following words and terms shall, for the purpose of this chapter and as used elsewhere in this code, have the meanings shown herein.
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as bay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls.
(Reserved)
(Reserved)
(Reserved)
4.106.1 General. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.
4.106.2 Storm water drainage and retention during construction. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site.
4.106.3 Surface drainage. The site shall be planned and developed to keep surface water from entering buildings. Construction plans shall indicate how the site grading or drainage system will manage surface water flows. Examples of methods to manage surface water include, but are not limited to, the following:
Division 4.2 – ENERGY EFFICIENCY
4.201.1 Scope. The Department of Housing and Community Development does not regulate mandatory energy efficiency standards in residential buildings. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
Note: It is the intent of this code to encourage buildings to achieve exemplary performance in the area of energy efficiency. For the purposes of energy efficiency standards, the California Energy Commission believes specifically, a green building should achieve at least a 15 percent reduction in energy usage when compared to the State’s mandatory energy efficiency standards. The Department of Housing and Community Development’s mandatory green building standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the California Energy Commission.
Division 4.3–WATER EFFICIENCY AND CONSERVATION
4.301.1 Scope. The provisions of this chapter shall establish the means of conserving water used indoors, outdoors and in wastewater conveyance.
4.302.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
4.303.1 Twenty percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by at least 20 percent shall be provided. The reduction shall be based on the maximum allowable water use per plumbing fixture and fitting as required by the California Building Standards Code. The 20 percent reduction in potable water use shall be demonstrated by one of the following methods:
4.303.2 Multiple showerheads serving one shower. When single shower fixtures are served by more than one showerhead, the combined flow rate of all showerheads shall not exceed the maximum flow rates specified in the 20 percent reduction column contained in Table 4.303.2 or the shower shall be designed to only allow one showerhead to be in operation at a time.
Exception: The maximum flow rate for showerheads when using the calculation method specified in Section 4.303.1, Item 2, is 2.5 gpm @ 80 psi.
4.303.3 Plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall meet the standards referenced in Table 4.303.3.
FIXTURE TYPE | FLOW RATE2 | DURATION | DAILY USES | OCCUPANTS3 |
---|---|---|---|---|
Fixture “Water Use” = Flow rate × Duration × Occupants × Daily uses | ||||
1. Use Worksheet WS-1 to calculate baseline water use. | ||||
2. The flow rate is from the CEC Appliance Efficiency Standards, Title 20, California Code of Regulations: where a conflict occurs, the CEC standards shall apply. | ||||
3. For low-rise residential occupancies, the number of occupants shall be based on two persons for the first bedroom, plus one additional person for each additional bedroom. | ||||
4. The daily use number shall be increased to three if urinals are not installed in the room. | ||||
Showerheads, residential | 2.5 gpm @ 80 psi | 8 min. | 1 | |
Lavatory faucets, residential | 2.2 gpm @ 60 psi | 25 min. | 3 | |
Kitchen faucets | 2.2 gpm @ 60 psi | 4 min. | 1 | |
Replacement aerators | 2.2 gpm @ 60 psi | |||
Gravity tank-type water closets | 1.6 gallons/flush | 1 flush | 1 male4 3 female | |
Flushometer tank water closets | 1.6 gallons/flush | 1 flush | 1 male4 3 female | |
Flushometer value water closets | 1.6 gallons/flush | 1 flush | 1 male4 3 female | |
Electromechanical hydraulic water closets | 1.6 gallons/flush | 1 flush | 1 male4 3 female | |
Urinals | 1.0 gallon/flush | 1 flush | 2 male |
FIXTURE TYPE | FLOW RATE | MAXIMUM FLOW RATE AT ≥ 20 percent REDUCTION |
---|---|---|
1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A112.19.233.2. Dual flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). 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. | ||
2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. | ||
Showerheads | 2.5 gpm @ 80 psi | 2 gpm @ 80 psi |
Lavatory faucets, residential | 2.2 gpm @ 60 psi | 1.5 gpm @ 60 psi2 |
Kitchen faucets | 2.2 gpm @ 60 psi | 1.8 gpm @ 60 psi |
Gravity tank-type water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Flushometer tank water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Flushometer valve water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Electromechanical hydraulic water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Urinals | 1.0 gallon/flush | 5 gallon/flush |
REQUIRED STANDARDS | |
---|---|
Water closets (toilets)—flushometer valve-type single flush, maximum flush volume | ASME A 112.19.2/CSA B45.I – 1.28 gal (4.8 L) |
Water closets (toilets)—flushometer valve-type dual flush, maximum flush volume | ASME A 112.19.14 and U.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specification – 1.28 gal (4.8 L). |
Water closets (toilets)—tank type | U.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specification |
Urinals, maximum flush volume | ASME A 112.19.2/CSA B45.1 – 0.5 gal (1.9 L) |
Urinals, nonwater urinals | ASME A 112.19.19 (vitreous china) ANSI Z124.9-2004 or IAPMO Z124.9 (plastic) |
Public lavatory faucets: Maximum flow rate – 0.5 gpm (1.9 L/min) | ASME A 112.18.1/CSA B125.1 |
Public metering self-closing faucets: Maximum water use – 0.25 gal (1.0 L) per metering cycle | ASME A 112.18.1/CSA B 125.1 |
Residential bathroom lavatory sink faucets: Maximum flow rate – 1.5 gpm (5.7 L/min) | ASME A 112.18.1/CSA B 125.1 |
4.304.1 Irrigation controllers. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following:
Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association.
(Reserved)
Division 4.4 – MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
4.401.1 Scope. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture; construction waste diversion; employment of techniques to reduce pollution through recycling of materials; and building commissioning or testing, adjusting and balancing.
4.402.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
(Reserved)
(Reserved)
(Reserved)
4.406.1 Joints and openings. Openings in the building envelope separating conditioned space from unconditioned space needed to accommodate gas, plumbing, electrical lines and other necessary penetrations must be sealed in compliance with the California Energy Code.
Exception: Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.
(Reserved)
4.408.1 Construction waste reduction of at least 50 percent. Recycle and/or salvage for reuse a minimum of 50 percent of the nonhazardous construction and demolition debris, or meet a local construction and demolition waste management ordinance, whichever is more stringent.
Exceptions:
- Excavated soil and land-clearing debris.
- Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.
4.408.2 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, a construction waste management plan shall be submitted for approval to the enforcing agency that:
4.408.2.1 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, Items 1 through 5. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.
4.408.2.2 Isolated jobsites. The enforcing agency may make exceptions to the requirements of this section when
jobsites are located in areas beyond the haul boundaries of the diversion facility.
Notes:
- Sample forms found in Chapter 8 may be used to assist in documenting compliance with the waste management plan.
- Mixed construction and demolition debris (C&D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).
(Reserved)
4.410.1 Operation and maintenance manual. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building:
Division 4.5 – ENVIRONMENTAL QUALITY
4.501.1 Scope. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating and/or harmful to the comfort and well-being of a building’s installers, occupants and neighbors.
4.502.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. Composite wood products do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber as specified in “Structural Glued Laminated Timber” (ANSI A190. 1–2002) or prefabricated wood I-joists.
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the “base reactive organic gas (ROG) mixture” per weight of compound added, expressed to hundredths of a gram (g O3⁄g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521(a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.
4.503.1 General. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504.1 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation or during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust or debris which may collect in the system.
4.504.2 Finish material pollutant control. Finish materials shall comply with this section.
4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:
4.504.2.2 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.
4.504.2.3 Aerosol paints and coatings. Aerosol paints and coatings shall meet the Product-Weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:
4.504.3 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the following:
ARCHITECTURAL APPLICATIONS | CURRENT VOC LIMIT |
---|---|
1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. | |
2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168. | |
Indoor carpet adhesives | 50 |
Carpet pad adhesives | 50 |
Outdoor carpet adhesives | 150 |
Wood flooring adhesives | 100 |
Rubber floor adhesives | 60 |
Subfloor adhesives | 50 |
Ceramic tile adhesives | 65 |
VCT and asphalt tile adhesives | 50 |
Drywall and panel adhesives | 50 |
Cove base adhesives | 50 |
Multipurpose construction adhesives | 70 |
Structural glazing adhesives | 100 |
Single-ply roof membrane adhesives | 250 |
Other adhesives not specifically listed | 50 |
SPECIALTY APPLICATIONS | |
PVC welding | 510 |
CPVC welding | 490 |
ABS welding | 325 |
Plastic cement welding | 250 |
Adhesive primer for plastic | 550 |
Contact adhesive | 80 |
Special purpose contact adhesive | 250 |
Structural wood member adhesive | 140 |
Top and trim adhesive | 250 |
SUBSTRATE SPECIFIC APPLICATIONS | |
Metal to metal | 30 |
Plastic foams | 50 |
Porous material (except wood) | 50 |
Wood | 30 |
Fiberglass | 80 |
SEALANTS | CURRENT VOC LIMIT |
---|---|
Architectural | 250 |
Marine deck | 760 |
Nonmembrane roof | 300 |
Roadway | 250 |
Single-ply roof membrane | 450 |
Other | 420 |
SEALANT PRIMERS | |
Architectural Nonporous Porous | 250 775 |
Modified bituminous | 500 |
Marine deck | 760 |
Other | 750 |
COATING CATEGORY | EFFECTIVE 1/1/2010 | EFFECTIVE 1/1/2012 |
---|---|---|
1. Grams of VOC per liter of coating, including water and including exempt compounds. | ||
2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. | ||
3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board. | ||
Flat coatings | 50 | |
Nonflat coatings | 100 | |
Nonflat-high gloss coatings | 150 | |
Specialty Coatings | ||
Aluminum roof coatings | 400 | |
Basement specialty coatings | 400 | |
Bituminous roof coatings | 50 | |
Bituminous roof primers | 350 | |
Bond breakers | 350 | |
Concrete curing compounds | 350 | |
Concrete/masonry sealers | 100 | |
Driveway sealers | 50 | |
Dry fog coatings | 150 | |
Faux finishing coatings | 350 | |
Fire resistive coatings | 350 | |
Floor coatings | 100 | |
Form-release compounds | 250 | |
Graphic arts coatings (sign paints) | 500 | |
High temperature coatings | 420 | |
Industrial maintenance coatings | 250 | |
Low solids coatings1 | 120 | |
Magnesite cement coatings | 450 | |
Mastic texture coatings | 100 | |
Metallic pigmented coatings | 500 | |
Multicolor coatings | 250 | |
Pretreatment wash primers | 420 | |
Primers, sealers, and undercoaters | 100 | |
Reactive penetrating sealers | 350 | |
Recycled coatings | 250 | |
Roof coatings | 50 | |
Rust preventative coatings | 400 | 250 |
Shellacs Clear Opaque | 730 550 | |
Specialty primers, sealers and undercoaters | 350 | 100 |
Stains | 250 | |
Stone consolidants | 450 | |
Swimming pool coatings | 340 | |
Traffic marking coatings | 100 | |
Tub and tile refinish coatings | 420 | |
Waterproofing membranes | 250 | |
Wood coatings | 275 | |
Wood preservatives | 350 | |
Zinc-rich primers | 340 |
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 Resilient flooring systems. Where resilient flooring is installed, at least 50 percent of floor area receiving resilient flooring shall comply with the VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) Low-emitting Materials List or certified under the Resilient Floor Covering Institute (RFCI) FloorScore program.
4.504.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5.
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:
PRODUCT | CURRENT LIMIT | JANUARY 1, 2012 | JULY 1, 2012 |
---|---|---|---|
1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12. | |||
2. Thin medium density fiberboard has a maximum thickness of 8 millimeters. | |||
Hardwood plywood veneer core | 0.05 | ||
Hardwood plywood composite core | 0.08 | 0.05 | |
Particleboard | 0.09 | ||
Medium density fiberboard | 0.11 | ||
Thin medium density fiberboard2 | 0.21 | 0.13 |
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 Concrete slab foundations. Concrete slab foundations required to have a vapor retarder by California Building Code, CCR, Title 24, Part 2, Chapter 19, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following:
4.505.3 Moisture content of building materials. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following:
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure.
4.506.1 Bathroom exhaust fans. Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following:
Humidistat controls shall be capable of adjustment between a relative humidity range of 50 to 80 percent.
Note: For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination.
4.507.1 Openings. Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum insulation value of R-4.2.
4.507.2 Heating and air-conditioning system design. Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods:
Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable.
(Reserved)
24Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
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1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | ||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | ||||||||||||||||||
Chapter/Section | X | ||||||||||||||||||
5.101 | X | ||||||||||||||||||
5.102 Definitions | X | ||||||||||||||||||
5.106.8 | X | ||||||||||||||||||
5.106.10 | X |
Division 5.1 – PLANNING AND DESIGN
5.101 Purpose. The provisions of this chapter outline planning, design, and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.
5.102 Definitions. The following words and terms shall, for the purpose of this chapter and as used elsewhere in this code, have the meanings, shown herein.
CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90° above nadir, and 100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around the luminaire.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES.
Eligible vehicles are limited to the following:
NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of “low-speed vehicle” either in Section 385.5 of the Vehicle Code or in 49 CFR 571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.
PZEV. Any vehicle certified by the California Air Resources Board as a Partial Credit Zero Emission Vehicle.
TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.
VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purposes of ridesharing.
Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.
(Reserved)
(Reserved)
25(Reserved)
5.106.1 Storm water pollution prevention plan. For newly constructed projects of less than one acre, develop a Storm Water Pollution Prevention Plan (SWPPP) that has been designed, specific to its site, conforming to the State Storm water NPDES Construction Permit or local ordinance, whichever is stricter, as is required for projects one acre or more. The plan should cover prevention of soil loss by storm water run-off and/or wind erosion, of sedimentation, and/or of dust/particulate matter air pollution.
Note: Assistance with the permit may be obtained from the California State Water Resources Control Board (SWRCB) at: http://www.swrcb.ca.gov/stormwtr/, from a Regional Water Quality Control Board, and at local public works departments.
5.106.4 Bicycle parking and changing rooms. Comply with Sections 5.106.4.1 and 5.106.4.2; or meet local ordinance or the University of California Policy on Sustainable Practices, whichever is stricter.
5.106.4.1 Short-Term bicycle parking. If the project is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 100 feet of the visitors' entrance, readily visible to passers-by, for 5 percent of visitor motorized vehicle parking capacity, with a minimum of one two-bike capacity rack.
5.106.4.2 Long-Term bicycle parking. For buildings with over 10 tenant-occupants, provide secure bicycle parking for 5 percent of motorized vehicle parking capacity, with a minimum of one space. Acceptable parking facilities shall be convenient from the street and may include:
Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.
5.106.5.2 Designated parking. Provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as follows:
TOTAL NUMBER OF PARKING SPACES | NUMBER OF REQUIRED SPACES |
---|---|
0–9 | 0 |
10–25 | 1 |
26–50 | 3 |
51–75 | 6 |
76–100 | 8 |
101–150 | 11 |
151–200 | 16 |
201 and over | At least 8 percent of total |
5.106.5.2.1 Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle:
CLEAN AIR VEHICLE
5.106.8 Light pollution reduction. Comply with lighting power requirements in the California Energy Code, CCR, Part 6, and design interior and exterior lighting such that zero direct-beam illumination leaves the building site. Meet or exceed exterior light levels and uniformity ratios for lighting zones 1–4 as defined in Chapter 10 of the California Administrative Code, CCR, Part 1, using the following strategies:
Exceptions:
- Part 2, Chapter 12, Section 1205.6 for campus lighting requirements for parking facilities and walkways.
- Emergency lighting and lighting required for night-time security.
5.106.10 Grading and paving. The site shall be planned and developed to keep surface water from entering buildings. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows.
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | X | |||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | |||||||||||||||||||
Chapter/Section |
Division 5.2 – ENERGY EFFICIENCY
5.201.1 Scope. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
27 28Note: It is the intent of this code to encourage buildings to achieve exemplary performance in the area of energy efficiency. For the purposes of energy efficiency standards, the California Energy Commission believes specifically, a green building should achieve at least a 15 percent reduction in energy usage when compared to the State's mandatory energy efficiency standards.
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | ||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | ||||||||||||||||||
Chapter/Section | |||||||||||||||||||
5.301.1 | X | ||||||||||||||||||
5.302.1 Definitions | X | ||||||||||||||||||
5.303.2 | X | ||||||||||||||||||
Table 5.303.2.2 | X | ||||||||||||||||||
Table 5.303.2.3 | X | ||||||||||||||||||
5.303.4, Item 1 only | X | ||||||||||||||||||
5.303.6 | X | ||||||||||||||||||
Table 5.303.6 | X |
Division 5.3 – WATER EFFICIENCY AND CONSERVATION
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water used indoors, outdoors and in wastewater conveyance.
5.302.1 Definitions The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
GRAYWATER. Untreated household waste which has not come into contact with toilet waste. Graywater includes used water from bathtubs, showers, bathroom wash basins and water from clothes washing machines and laundry tubs. It shall not include waste water from kitchen sinks, dishwashers or laundry water from soiled diapers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation. For the purposes of this section, a dedicated meter may be considered a submeter.
WATER BUDGET. Estimated total landscape irrigation water use shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MLO).
5.303.1 Meters. Separate meters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.
295.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
5.303.1.2 Excess consumption. Any building within a project or space within a building that is projected to consume more than 1,000 gal/day.
5.303.2 Twenty percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by 20 percent shall be provided. The reduction shall be based on the maximum allowable water use per plumbing fixture and fittings as required by the California Building Standards Code. The 20 percent reduction in potable water use shall be demonstrated by one of the following methods:
5.303.2.1 Multiple showerheads serving one shower. When single shower fixtures are served by more than one showerhead, the combined flow rate of all the showerheads shall not exceed the maximum flow rates specified in the 20 percent reduction column contained in Table 5.303.2.3 or the shower shall be designed to only allow one showerhead to be in operation at a time.
Exception: The maximum flow rate for shower heads when using the calculation method specified in Section 5.303.2, Item 2 is 2.5 gpm @ 80 psi.
5.303.4 Wastewater reduction. Each building shall reduce by 20 percent wastewater by one of the following methods:
5.303.6 Plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall meet the standards referenced in Table 5.503.6.
FIXTURE TYPE | FLOW RATE2 | DURATION | DAILY USES | OCCUPANTS3 |
---|---|---|---|---|
Fixture “Water Use” = Flow rate × Duration × Occupants × Daily uses | ||||
1. The daily use number shall be increased to three if urinals are not installed in the room. | ||||
2. The flow rate is from the CEC Appliance Efficiency Standards, Title 20, California Code of Regulations;where a conflict occurs, the CEC standards shall apply. | ||||
3. Refer to Table A, Chapter 4, California Plumbing Code, for occupant load factors. | ||||
4. Use Worksheet WS-1 to calculate base line water use. | ||||
Showerheads | 2.5 gpm @ 80 psi | 8 min. | 1 | X |
Lavatory faucets nonresidential | 0.5 gpm @ 60 psi | .25 min. | 3 | X |
Kitchen faucets | 2.2 gpm @ 60 psi | 4 min. | 1 | X |
Replacement aerators | 2.2 gpm @ 60 psi | X | ||
Wash fountains | 2.2 [rim space (in.)/20 gpm @ 60 psi] | X | ||
Metering faucets | 0.25 gallons/cycle | .25 min. | 3 | X |
Metering faucets for wash fountains | .25 [rim space (in.)/20 gpm @ 60 psi] | .25 min. | X | |
Gravity tank type water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Flushometer tank water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Flushometer valve water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Electromechanical hydraulic water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Urinals | 1.0 gallons/flush | 1 flush | 2 male | X |
FIXTURE TYPE | FLOW RATE | MAXIMUM FLOW RATE AT 20 percent REDUCTION |
---|---|---|
1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less: Single flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2. Dual flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). 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 A 112.19.2 and ASME A 112.19.14. | ||
Showerheads | 2.5 gpm @ 80 psi | 2 gpm @ 80 psi |
Lavatory faucets—nonresidential | 0.5 gpm @ 60 psi | 0.4 gpm @ 60 psi |
Kitchen faucets | 2.2 gpm @ 60 psi | 1.8 gpm @ 60 psi |
Wash fountains | 2.2 [rim space (in.)/20 gpm @ 60 psi] | 1.8[rim space (in.)/20 gpm @ 60 psi] |
Metering faucets | 0.25 gallons/cycle | 0.2 gallons/cycle |
Metering faucets for wash fountains | .25 [rim space (in.)/20 gpm @ 60 psi] | .20 [rim space (in.)/20 gpm @ 60 psi] |
Gravity tank type water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Flushometer tank water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Flushometer valve water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Electromechanical hydraulic water closets | 1.6 gallons/flush | 1.28 gallons/flush1 |
Urinals | 1.0 gallons/flush | .5 gallons/flush |
REQUIRED STANDARDS | |
---|---|
Water closets (toilets) – flushometer valve type single flush, maximum flush volume | ASME A 112.19.2/CSA B45.1 – 1.28 gal (4.8 L) |
Water closets (toilets) – flushometer valve type dual flush, maximum flush volume | ASME A 112.19.14 and USEPA WaterSense Tank-Type High-Efficiency Toilet Specification – 1.28 gal (4.8 L) |
Water closets (toilets) – tank-type | U.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specification |
Urinals, maximum flush volume | ASME A 112.19.2/CSA B45.1 – 0.5 gal (1.9 L) |
Urinals, nonwater urinals | ASME A 112.19.19 (vitreous china) ANSI Z124.9-2004 or IAPMO Z124.9 (plastic) |
Public lavatory faucets: Maximum flow rate – 0.5 gpm (1.9 L/min) | ASME A 112.18.1/CSA B125.1 |
Public metering self-closing faucets: Maximum water use – 0.25 gal (1.0 L) per metering cycle | ASME A 112.18.1/CSA B125.1 |
Residential bathroom lavatory sink faucets: Maximum flow rate – 1.5 gpm (5.7 L/min)1 | ASME A 112.18.1/CSA B125.1 |
5.304.1 Water budget. A water budget shall be developed for landscape irrigation use that conforms to the local water efficient landscape ordinance or to the California Department of Water Resources Model Water Efficient Landscape Ordinance where no local ordinance is applicable.
Note: Prescriptive measures to assist in compliance with the water budget are listed in Sections 492.5 through 492.8, 492.10 and 492.11 of the ordinance, which may be found at: http://www.owue.water.ca.gov/landscape/ord/ord.cfm.
5.304.2 Outdoor potable water use. For new water service for landscaped areas between 1,000 square feet and 5,000 square feet (the level at which Water Code §535 applies), separate meters or submeters shall be installed for indoor and outdoor potable water use.
5.304.3 Irrigation design. In new nonresidential construction with between 1,000 and 2,500 square feet of landscaped area (the level at which the MLO applies), install irrigation controllers and sensors which include the following criteria, and meet manufacturer's recommendations.
5.304.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following:
Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association.
(Reserved)
32Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | ||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | ||||||||||||||||||
Chapter/Section | |||||||||||||||||||
5.401.1 | X | ||||||||||||||||||
5.402.1 Definitions | X | ||||||||||||||||||
5.402.1 ADJUST | X | ||||||||||||||||||
5.402.1 BALANCE | X | ||||||||||||||||||
5.402.1 TEST | X | ||||||||||||||||||
5.407 | X | ||||||||||||||||||
5.408.1–5.408.3 | X | ||||||||||||||||||
5.410.1 | X | ||||||||||||||||||
5.410.1.1 | X |
Division 5.4 – MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
5.401.1 Scope. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.
5.402.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.
BALANCE. To proportion flows within the distribution system, including submains, branches and terminals, according to design quantities.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.
TEST. A procedure to determine quantitative performance of a system or equipment.
(Reserved)
(Reserved)
33(Reserved)
(Reserved)
5.407.1 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), manufacturer’s installation instructions or local ordinance, whichever is more stringent.
5.407.2 Moisture control. Employ moisture control measures by the following methods.
5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings.
Notes:
- Use features such as overhangs and recesses, and flashings integrated with a drainage plane.
- Use nonabsorbent floor and wall finishes within at least two feet around and perpendicular to such openings.
5.408.1 Construction waste diversion. Establish a construction waste management plan for the diverted materials, or meet local construction and demolition waste management ordinance, whichever is more stringent.
5.408.2 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan for approval by the enforcement agency that:
5.408.2.1 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 5.408.2, Items 1 thru 4. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.
Exception: [DSA-SS] Jobsites in areas where there is no mixed construction and demolition debris (C&D) processor or recycling facilities within a feasible haul distance shall meet the requirements as follows:
5.408.2.2 Isolated jobsites. The enforcing agency may make exceptions to the requirements of this section when jobsites are located in areas beyond the haul boundaries of the diversion facility.
Notes:
- Sample forms found in Chapter 8 may be used to assist in documenting compliance with the waste management plan.
- Mixed construction and demolition debris (C&D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).
5.408.3 Construction waste reduction of at least 50 percent. Recycle and/or salvage for reuse a minimum of 50 percent of the non-hazardous construction and demolition debris, or meet a local construction and demolition waste management ordinance, whichever is more stringent. Calculate the amount of materials diverted by weight or volume, but not by both.
Exceptions:
- Excavated soil and land-clearing debris
- Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.
5.408.4 Excavated soil and land clearing debris. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.
(Reserved)
5.410.1 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics and metals.
345.410.1.1 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.
5.410.2 Commissioning. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. Commissioning requirements shall include:
All building systems and components covered by Title 24, Part 6, as well as process equipment and controls, and renewable energy systems shall be included in the scope of the Commissioning Requirements.
5.410.2.1 Owner’s or Owner representative’s Project Requirements (OPR). The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:
5.410.2.2 Basis of Design (BOD). A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project, and updated as necessary during the design and construction phases. The Basis of Design document shall cover the following systems:
5.410.2.3 Commissioning plan. Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned and shall be started during the design phase of the building project. The Commissioning Plan shall include the following:
5.410.2.4 Functional performance testing. Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.
5.410.2.5 Documentation and training. A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. Documentation of the operational aspects of the building shall be completed within the Systems Manual and delivered to the building owner or representative and facilities operator. The Systems Manual shall include the following:
5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall be documented in the commissioning report and shall include the following:
5.410.2.6 Commissioning report. A complete report of commissioning process activities undertaken through the design, construction and reporting recommendations for Postconstruction phases of the building project shall be completed and provided to the owner or representative.
5.410.4 Testing and adjusting. Testing and adjusting of systems shall be required for buildings less than 10,000 square feet.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with industry best practices and applicable standards on each system as determined by the building official.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; or Associated Air Balance Council National Standards or as approved by the building official.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.
5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | ||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | ||||||||||||||||||
Chapter/Section | |||||||||||||||||||
5.501.1 | X | ||||||||||||||||||
5.502.1 Definitions | X | ||||||||||||||||||
5.504.3 | X | ||||||||||||||||||
5.504.4.1 | X | ||||||||||||||||||
Table 5.504.4.1 | X | ||||||||||||||||||
Table 5.504.4.2 | X | ||||||||||||||||||
5.504.4.3 | X | ||||||||||||||||||
5.504.4.3.1 | X | ||||||||||||||||||
Table 5.504.4.3 | X | ||||||||||||||||||
5.504.4.3.2 | X | ||||||||||||||||||
5.504.4.4 and subsections | X | ||||||||||||||||||
5.504.4.5 | X | ||||||||||||||||||
Table 5.504.4.5 | X | ||||||||||||||||||
5.504.4.6 | X | ||||||||||||||||||
5.504.4.6.1, Item 2 | X | ||||||||||||||||||
5.504.5.3 | X | ||||||||||||||||||
5.505 | X | ||||||||||||||||||
5.506.1 | X | ||||||||||||||||||
5.508.1 | X | ||||||||||||||||||
5.508.1.1 | X |
Division 5.5 – ENVIRONMENTAL QUALITY
5.501.1 Scope. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
5.502.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I–joists or finger–jointed lumber.
Note: See CCR, Title 17, Section 93120.1.
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the “Base Reactive Organic Gas (ROG) Mixture” per
37weight of compound added, expressed to hundredths of a gram (g O3/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.
5.503.1 General. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA Phase II emission limits.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation, or during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust or debris which may collect in the system.
5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.4.
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:
ARCHITECTURAL APPLICATIONS | CURRENT VOC LIMIT |
---|---|
1. If an adhesive is used to bond dissimilar substrates together the adhesive with the highest VOC content shall be allowed. | |
2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168, http://www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF. | |
Indoor carpet adhesives | 50 |
Carpet pad adhesives | 50 |
Outdoor carpet adhesives | 150 |
Wood flooring adhesive | 100 |
Rubber floor adhesives | 60 |
Subfloor adhesives | 50 |
Ceramic tile adhesives | 65 |
VCT and asphalt tile adhesives | 50 |
Drywall and panel adhesives | 50 |
Cove base adhesives | 50 |
Multipurpose construction adhesives | 70 |
Structural glazing adhesives | 100 |
Single-ply roof membrane adhesives | 250 |
Other adhesive not specifically listed | 50 |
SPECIALTY APPLICATIONS | |
PVC welding | 510 |
CPVC welding | 490 |
ABS welding | 325 |
Plastic cement welding | 250 |
Adhesive primer for plastic | 550 |
Contact adhesive | 80 |
Special purpose contact adhesive | 250 |
Structural wood member adhesive | 140 |
Top and trim adhesive | 250 |
SUBSTRATE SPECIFIC APPLICATIONS | |
Metal to metal | 30 |
Plastic foams | 50 |
Porous material (except wood) | 50 |
Wood | 30 |
Fiberglass | 80 |
SEALANTS | CURRENT VOC LIMIT |
---|---|
Architectural | 250 |
Marine deck | 760 |
Nonmembrane roof | 300 |
Roadway | 250 |
Single-ply roof membrane | 450 |
Other | 420 |
SEALANT PRIMERS | |
Architectural Nonporous Porous | 250 775 |
Modified bituminous | 500 |
Marine deck | 760 |
Other | 750 |
Note: For additional information regarding methods to measure the VOC content specified in these tables, see South Coast Air Quality Management District Rule 1168. |
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.
COATING CATEGORY | EFFECTIVE 1/1/2010 | EFFECTIVE 1/1/2012 |
---|---|---|
1. Grams of VOC per liter of coating, including water and including exempt compounds. | ||
2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. | ||
3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings, Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board. | ||
Flat coatings | 50 | |
Nonflat coatings | 100 | |
Nonflat high gloss coatings | 150 | |
Specialty Coatings | ||
Aluminum roof coatings | 400 | |
Basement specialty coatings | 400 | |
Bituminous roof coatings | 50 | |
Bituminous roof primers | 350 | |
Bond breakers | 350 | |
Concrete curing compounds | 350 | |
Concrete/masonry sealers | 100 | |
Driveway sealers | 50 | |
Dry fog coatings | 150 | |
Faux finishing coatings | 350 | |
Fire resistive coatings | 350 | |
Floor coatings | 100 | |
Form-release compounds | 250 | |
Graphic arts coatings (sign paints) | 500 | |
High-temperature coatings | 420 | |
Industrial maintenance coatings | 250 | |
Low solids coatings1 | 120 | |
Magnesite cement coatings | 450 | |
Mastic texture coatings | 100 | |
Metallic pigmented coatings | 500 | |
Multicolor coatings | 250 | |
Pretreatment wash primers | 420 | |
Primers, sealers and undercoaters | 100 | |
Reactive penetrating sealers | 350 | |
Recycled coatings | 250 | |
Roof coatings | 50 | |
Rust preventative coatings | 400 | 250 |
Shellacs: Clear Opaque | 730 550 | |
Specialty primers, sealers and undercoaters | 350 | 100 |
Stains | 250 | |
Stone consolidants | 450 | |
Swimming pool coatings | 340 | |
Traffic marking coatings | 100 | |
Tub and tile refinish coatings | 420 | |
Waterproofing membranes | 250 | |
Wood coatings | 275 | |
Wood preservatives | 350 | |
Zinc-rich primers | 340 |
5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:
5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the following:
5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as speciied in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 5.504.4.5.
PRODUCT | CURRENT LIMIT | JAN 1, 2012 | JUL 1, 2012 |
---|---|---|---|
1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTME 1333-96 (2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 931210.12. | |||
2. Thin medium density fiberboard has a maximum thickness of eight millimeters. | |||
Hardwood plywood veneer core | 0.05 | ||
Hardwood plywood composite core | 0.08 | 0.05 | |
Particle board | 0.09 | ||
Medium density fiberboard | 0.11 | ||
Thin medium density fiberboard2 | 0.21 | 0.13 |
5.504.4.5.1 Early complance. Reserved.
5.504.4.5.2 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:
5.504.4.6 Resilient flooring systems. For 50 percent of floor area receiving resilient flooring, install resilient flooring complying with the VOC-emission limited defined in the 2009 Collaborative for High Performance Schools (CHPS) criteria and listed on its Low-emitting Materials List (or Product Registry) or certified under the Resilient Floor Covering Institute (RFCI) FloorScore program.
[DSA-SS] Documentation shall be provided that verifies that finish materials are certified to meet the pollutant emission limits.
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.
Notes:
- CHPS Low-emitting Materials List may be found at www.chregistry.com/live or http://www.chps.net/dev/Drupal/node/381.
- [DSA-SS] Products certified under the FloorScore program may be found at: http://www.rfci.com/int_FS-ProdCert.htm.
- Products certified under the Greenguard Children & Schools program and compliant with CHPS criteria may be found at: http://www.greenguard.org/Default.aspx?tabid=135.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air prior to occupancy that provides at least a Minimum Efficiency Reporting Value (MERV) of 8.
5.504.7 Environmental tobacco smoke (ETS) control. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and in buildings; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.
5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.407.2 of this code.
405.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 121 (Requirements For Ventilation) of the California Energy Code, CCR, Title 24, Part 6, or the applicable local code, whichever is more stringent, and Chapter 4 of CCR, Title 8.
5.506.2 Carbon dioxide (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the current edition of the California Energy Code, CCR, Title 24, Part 6, Section 121(c).
5.507.4 Acoustical control. Employ building assemblies and components with Sound Transmission Coefficient (STC) values determined in accordance with ASTM E 90 and ASTM E 413.
5.507.4.1 Exterior noise transmission. Wall and roof-ceiling assemblies making up the building envelope shall have an STC of at least 50, and exterior windows shall have a minimum STC of 30 for any of the following building locations:
Exception: Buildings with few or no occupants and where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.
5.507.4.2 Interior sound. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found in the catalog of STC and ICC Ratings for Wall and Floor/Ceiling Assemblies.
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | X | X | X | X | X | |||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | |||||||||||||||||||
Chapter/Section |
601.1 This chapter lists the organizations and standards that are referenced in various sections of this document. The standards are listed herein by the promulgating agency of the standard.
43ORGANIZATION | STANDARD | REFERENCED SECTION |
---|---|---|
AABC Associated Air Balance Council | ||
1518 K St NW Washington, DC 20005 www.aabc.com | National Standards, 1989 | 5.410.4.3.1 A5.410.5.3.1 |
ACCA Air Conditioning Contractors of America | ||
2800 Shirlington Road, Suite 300 Arlington, VA 22206 www.acca.org | ACCA Manual J ACCA 29-D Manual D ACCA 36-S Manual S | 4.507.2 4.507.2 4.507.2 |
ANSI American National Standards Institute | ||
Operations Office 25 West 43rd Street, Fourth Floor New York, NY 10036 www.ansi.org | ANSI A190.1-2002 ANSI Z124.9-2004 NSF/ANSI 140-2007 | 4.502 Table 4.303.3 4.504.3, 5.504.4.4 |
ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. | ||
1791 Tullie Circle, NE Atlanta, GA 30329 www.ashrae.org | 52.1-92 52.2-99 62.2 90.1 | A5.504.1 A4.502 A5.504.1 5.108.8 |
ASME American Society of Mechanical Engineers | ||
Three Park Avenue New York, NY 10016-5990 www.asme.org | ASME A112.18.1 ASME A112.19 ASME A112.19.2 ASME A112.19.14 ASME A112.19.19 | Table 4.303.3, 5.303.6 5.303.6 Table 4.303.3, 5.303.2 Table 4.303.3, 5.303.6 Table 4.303.3 |
ASTM ASTM International | ||
100 Barr Harbor Drive West Conshohocken, PA 19428-2859 www.astm.org | ASTM C 33 ASTM C 1371-98 ASTM E 90 ASTM E 408-71(2002) ASTM E 413 ASTM E 1333-96 (2002) ASTM E 1903-97 ASTM E 1980-01 | A 5.405.5.3.2 A4.205.1 5.507.5 A4.205.1 5.507.5 Table 4.504.5 A 5.103.4 A4.106.5.3 |
CSA Canadian Standards Association | ||
5060 Spectrum Way, Suite 100 Mississauga, Ontario, Canada L4W 5N6 www.csa.ca | CSA B45.1 CSA B125.1 | Table 4.303.1, Table 4.303.3 Table 4.303.3, 5.303.6 |
IAPMO International Association of Plumbing and Mechanical Officials | ||
5001 E. Philadelphia St. Ontario, CA 91761 iapmo@iapmo.org | IAPMO Z124.9 | Table 4.303.3, 5.303.6 |
NEBB National Environmental Balancing Bureau | ||
8575 Grovemont Cir Gaithersburg, MD 20877 http://nebb.org/index.php | Procedural Standards, 1983 | 5.410.4.3.1 A5.410.5.3.1 |
NSF International | ||
789 Dixboro Rd. Ann Arbor, MI 48113-0140 http://www.nsf.org/ | NSF/ANSI 140-2007 | 4.504.3, 5.504.4.4 |
TABB Testing, Adjusting and Balancing Bureau | ||
601 N Fairfax St, Ste 250 Alexandria, VA 22314 http://www.tabbcertified.org/contact.html | National Standards, 2003 | 5.410.3.3.1 A5.410.5.3.1 |
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | X | X | ||||||||||||||||
Chapter/Section | |||||||||||||||||||
702.1 | X | ||||||||||||||||||
702.2 | X | X | X | ||||||||||||||||
703.1 | X | X | X |
(Reserved)
702.1 Installer training. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following:
702.2 Special inspection. [HCD] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:
Notes:
- Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.
- HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.
45Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.
[DSA-SS] The enforcing agency may require special inspection to verify compliance with this code or other laws that are enforced by the agency. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the enforcing agency, for inspection of the particular type of construction or operation requiring special inspection.
703.1 Documentation. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified in the application checklist.
[DSA-SS] Verification of compliance with this code shall include construction documents, plans, specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. Where specific documentation is necessary to verify compliance, that method of compliance will be specified in the appropriate section.
46Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | X | |||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | ||||||||||||||||||
Chapter/Section | |||||||||||||||||||
WS 1–BASELINE WATER USE | X | ||||||||||||||||||
WS 2–20% REDUCTION WATER USE CALCULATION TABLE | X | ||||||||||||||||||
WS3–30, 35 or 40% REDUCTION WATER USE CALCULATION TABLE | |||||||||||||||||||
CWM PLAN–CONSTRUCTION WASTE MANAGEMENT PLAN | X | ||||||||||||||||||
CWM WORKSHEET-CONSTRUCTION WASTE MANAGEMENT WORKSHEET | X | ||||||||||||||||||
CWM ACKNOWLEDGEMENT–CONSTRUCTION WASTE MANAGEMENT ACKNOWLEDGMENT | X |
BASELINE WATER USE CALCULATION TABLE | |||||||||
---|---|---|---|---|---|---|---|---|---|
FIXTURE TYPE | FLOW RATE (gpm)2 | DURATION | DAILY USES | OCCUPANTS3,4 | GALLONS PER DAY | ||||
1. The daily use number shall be increased to three if urinals are not installed in the room. | |||||||||
2. The flow rate is from the CEC Appliance Efficiency Standards, Title 20 California Code of Regulations; where a conflict occurs, the CEC standards shall apply. | |||||||||
3. For low-rise residential occupancies, the number of occupants shall be based on two persons for the first bedroom, plus one additional person for each additional bedroom. | |||||||||
4. For nonresidential occupancies, refer to Table A, Chapter 4, 2010 California Plumbing Code, for occupant load factors. | |||||||||
Showerheads | 2.5 | X | 5 min. | X | 1 | X | = | ||
Showerheads residential | 2.5 | X | 8 min. | X | 1 | X | = | ||
Lavatory faucets residential | 2.2 | X | .25 min. | X | 3 | X | = | ||
Kitchen faucets | 2.2 | X | 4 min. | X | 1 | X | = | ||
Replacement aerators | 2.2 | X | X | X | = | ||||
Wash fountains | 2.2 | X | X | X | = | ||||
Metering faucets | 0.25 | X | .25 min. | X | 3 | X | = | ||
Metering faucets for wash fountains | 2.2 | X | .25 min. | X | X | = | |||
Gravity tank type water closets | 1.6 | X | 1 flush | X | 1 made1 3 female | X | = | ||
Flushometer tank water closets | 1.6 | X | 1 flush | X | 1 male1 3 female | X | = | ||
Flushometer valve water closets | 1.6 | X | 1 flush | X | 1 male1 3 female | X | = | ||
Electromechanical hydraulic water closets | 1.6 | X | 1 flush | X | 1 male1 3 female | X | = | ||
Urinals | 1.0 | X | 1 flush | X | 2 male | X | = | ||
Total daily baseline water use (BWU) | = | ||||||||
_______________(BWU)x.80= _______________Allowable water use |
20 PERCENT REDUCTION WATER USE CALCULATION TABLE | |||||||||
---|---|---|---|---|---|---|---|---|---|
FIXTURE TYPE | FLOW RATE (gpm)2 | DURATION | DAILY USES | OCCUPANTS3,4 | GALLONS PER DAY | ||||
1. The daily use number shall be increased to three if urinals are not installed in the room. | |||||||||
2. The flow rate is from the CECA Appliance Efficiency Standards, Title 20 California Code of Regulations;where a conflict occurs, the CEC standards shall apply. | |||||||||
3. For low-rise residential occupancies, the number of occupants shall be based on two persons for the first bedroom, plus one additional person for each additional bedroom. | |||||||||
4. For nonresidential occupancies, refer to Table A, Chapter 4, 2010 California Plumbing Code, for occupant load factors. | |||||||||
5. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 litres). The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2 Dual flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). 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 A 112.19.2 and ASME A 112.19.14. | |||||||||
Showerheads | X | 5 min. | X | 1 | X | = | |||
Showerheads residential | X | 8 min. | X | 1 | X | = | |||
Lavatory faucets residential | X | .25 min. | X | 3 | X | = | |||
Kitchen faucets | X | 4 min. | X | 1 | X | = | |||
Replacement aerators | X | X | X | = | |||||
Wash fountains | X | X | X | = | |||||
Metering faucets | X | .25 min. | X | 3 | X | = | |||
Metering faucets for wash fountains | X | .25 min. | X | X | = | ||||
Gravity tank type water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
HET5 High efficiency toilet | 1.28 | X | 1 flush | X | 1 male1 3 female | X | = | ||
Flushometer tank water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
Flushometer valve water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
Electromechanical hydraulic water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
Urinals | X | 1 flush | X | 2 male | X | = | |||
Urinals Nonwater supplied | 0.0 | X | 1 flush | X | 2 male | X | = | ||
Proposed water use | = | ||||||||
_______________(BWU from WS-1) × .80=_______________ Allowable water use |
30.35 OR 40 PERCENT REDUCTION WATER USE CALCULATION TABLE | |||||||||
---|---|---|---|---|---|---|---|---|---|
FIXTURE TYPE | FLOW RATE (gpm)2 | DURATION | DAILY USES | OCCUPANTS3,4 | GALLONS PER DAY | ||||
1. The daily use number shall be increased to three if urinals are not installed in the room. | |||||||||
2. The flow rate is from the CEC Appliance Efficiency Standards, Title 20California Code of Regulations; where a conflict occurs, the CEC standards shall apply. | |||||||||
3. For low-rise residential occupancies, the number of occupants shall be based on two persons for the first bedroom, plus one additional person for each additional bedroom. | |||||||||
4. For nonresidential occupancies, refer to Table A, Chapter 4, 2010 California Plumbing Code, for occupant load factors. | |||||||||
5. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets- The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2. Dual flush toilets- The effective flush volume shall not exceed 1.28 gallons (4.8 liters). 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 A 112.19.2 and ASME A 112.19.14. | |||||||||
Showerheads | X | 5 min. | X | 1 | X | = | |||
Showerheads residential | X | 8 min. | X | 1 | X | = | |||
Lavatory faucets residential | X | .25 min. | X | 3 | X | = | |||
Kitchen faucets | X | 4 min. | X | 1 | X | = | |||
Replacement aerators | X | X | X | = | |||||
Wash fountains | X | X | X | = | |||||
Metering faucets | X | .25 min. | X | 3 | X | = | |||
Metering faucets for wash fountains | X | .25 min. | X | X | = | ||||
Gravity tank type water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
HET5 High-efficiency toilet | 1.12 | X | 1 flush | X | 1 male1 3 female | X | = | ||
Flushometer tank water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
Flushometer value water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
Electromechanical hydraulic water closets | X | 1 flush | X | 1 male1 3 female | X | = | |||
Urinals | X | 1 flush | X | 2 male | X | = | |||
Urinals Nonwater supplied | 0.0 | X | 1 flush | X | 2 male | X | = | ||
Proposed water use | = | ||||||||
30% Reduction_______________(BWU from WS-1) x.70=_______________Allowable water use | |||||||||
35% Reduction_______________(BWU from WS-1) x.65=_______________Allowable water use | |||||||||
40% Reduction_______________(BWU from WS-1) x.60=_______________Allowable water use |
Construction Waste Management (CWM) Plan
52Construction Waste Management (CWM) Worksheet
53Construction Waste Management (CWM) Acknowledgement
54Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | ||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | |||||||||||||||||||
Chapter/Section | |||||||||||||||||||
Some of the measures contained in this appendix are not mandatory unless adopted by a city, county, or city and county as specified in Section 101.7 and provide additional measures that designers, builders and property owners may wish to consider during the planning, design and construction process.
Division A4.1 – PLANNING AND DESIGN
Given that land use and planning are largely regulated locally, cities, counties, and cities and counties should consider reducing greenhouse gas emissions associated with development through local land-use practices in conjunction with enforcing the provisions of this code. Specific land use strategies a city, county, or city and county may wish to consider include but are not limited to the following:
Site selection. Develop sites for buildings, hardscape, roads or parking areas consistent with the local general plan and regional transportation plan pursuant to SB 375 (Stats 2008, Ch. 728).
Regional sustainable communities strategy. Site selection and building design and use shall conform the project with the prevailing regional sustainable communities strategy or alternative planning strategy, whichever meets the greenhouse gas target established by the California Air Resources Board pursuant to SB 375 (Stats. 2008, Ch. 728), including the general location of uses, residential densities and building intensities.
Transit priority projects. To qualify as a transit priority project, the project shall meet three criteria:
Note: For additional information, see Government Code Sections 65080, 65080.1, 65400, and Public Resources Code Sections 21061.3 and 21155.
A4.101.1 Scope. The provisions of this division outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.
A4.102.1 Scope. Unless otherwise stated, the words and terms used in this division shall, for the purposes of this division, have the meanings shown in this code.
BROWNFIELD SITE. Real property, the expansion, redevelopment or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant or contaminant, with certain legal exclusions and additions.
55Note: See the full text at EPA’s web site.
DEVELOPMENT FOOTPRINT. The total area of the building footprint, hardscape, access roads and parking.
GREENFIELDS. Sites that are not previously developed or graded and remain in a natural state able to support agriculture, open space or habitat.
Note: Previously developed sites are those that previously contained buildings, roadways, parking lots, or were graded or altered by direct human activities.
GREYFIELD SITE. Any site previously developed with at least 50 percent of the surface area covered with impervious material.
INFILL SITE. A site in an urbanized area that meets criteria defined in Public Resources Code Section 21061.3.
PERMEABLE PAVING. Permeable paving materials and techniques which allow the movement of water around the paving material and allow precipitation to percolate through the paving surface to the soil below.
A4.103.1 Selection. A site which complies with at least one of the following characteristics is selected:
A4.104.1 Supervision and education. Individuals with over-sight authority on the project who have been trained in areas related to environmentally friendly development can teach green concepts to other members of the development staff and ensure that training is provided to all parties associated with the development of the project.
Prior to beginning the construction activities, all parties involved with the development process shall receive a written guideline and instruction specifying the green goals of the project.
Note: Lack of adequate supervision and dissemination of the project goals can result in negative effects on green building projects. If the theme of green building is not carried throughout the project, the overall benefit can be substantially reduced by the lack of knowledge and information provided to the various entities involved with the construction of the project.
A4.105.1 General. Existing buildings on the site are deconstructed and the salvaged materials are reused. Reused materials or products must comply with current building standards requirements or be an accepted alternated method or material.
A4.105.2 Reuse of materials. Materials which can be easily reused include but are not limited to the following:
Note: Reused material must be in compliance with the appropriate Title 24 requirements.
A4.106.1 Building orientation. Orient buildings to optimize the use of solar energy with the long side of the house oriented within 30° of south.
A4.106.2 Soil analysis and protection. The soils at the building site are analyzed and protected as specified in this section.
A4.106.2.1 Soil analysis. Soil analysis is performed by a licensed design professional and the findings utilized in the structural design of the building.
A4.106.2.2 Soil protection. The effect of development on building sites is evaluated and the soil is protected by one or more of the following:
A4.106.2.3 Topsoil protection. Topsoil shall be protected or saved for reuse as specified in this section.
Tier 1. Displaced topsoil shall be stockpiled for reuse in a designated area and covered or protected from erosion.
Note: Protection from erosion includes covering with tarps, straw, mulch, chipped wood, vegetative cover, or other means acceptable to the enforcing agency to protect the topsoil for later use.
Tier 2. The construction area shall be identified and delineated by fencing or flagging to limit construction activity to the construction area. Heavy equipment or vehicle traffic and material storage outside the construction area shall be limited to areas that are planned to be paved.
A4.106.3 Landscape design. Postconstruction landscape designs shall accomplish one or more of the following:
Tier 1 not more than 50 percent of the total landscaped area.
Tier 2 not more than 25 percent of the total landscaped area.
A4.106.4 Water permeable surfaces. Permeable paving is utilized for the parking, walking or patio surfaces in compliance with the following.
Tier 1. Not less than 20 percent of the total parking, walking or patio surfaces shall be permeable.
Tier 2. Not less than 30 percent of the total parking, walking or patio surfaces shall be permeable.
Exceptions:
- The primary driveway, primary entry walkway and entry porch or landing shall not be included when calculating the area required to be a permeable surface.
- Required accessible routes for persons with disabilities as required by California Code of Regulations, Title 24, Part 2, Chapter 11A and/or Chapter 11B as applicable.
A4.106.5 Cool roof. Roofing materials for Tier 1 and Tier 2 buildings shall comply with this section:
Exception: Install roof constructions that have a thermal mass over the roof membrane with a weight of at least 25 lb/sf.
A4.106.5.1 Solar reflectance. Roofing materials shall have a minimum 3-year aged solar reflectance equal to or greater than the values specified in Table A4.106.5(1) for Tier 1 and Table A4.106.5(2) for Tier 2.
If CRRC testing for 3-year aged reflectance is no available for any roofing products, the 3-year aged value shall be determined using the Cool Roof Rating Council (CRRC) certified initial value using the equation Raged = [0.2 + 0.7 [ρinitial – 0.2], Where ρinitial= the initial Solar Reflectance.
Solar reflectance may also be certified by other supervisory entities approved by the Commission pursuant to Title 24, Part 1, Section 10-113.
A4.106.5.2 Thermal emittance. Roofing materials shall have a CRRC initial or 3-year aged thermal emittance equal to or greater than those specified in Table A4.106.5(1) for Tier 1 and Table A4.106.5(2) for Tier 2.
Thermal emittance may also be certified by other supervisory entities approved by the Commission pursuant to Title 24, Part 1, Section 10-113.
A4.106.5.3 Solar reflectance index alternative. Solar Reflectance Index (SRI) equal to or greater than the values specified in Table A4.106.5(1) for Tier 1 and Table A4.106.5(2) for Tier 2 may be used as and alternative to compliance with the 3-year aged solar reflectance values and thermal emittance.
SRI values used to comply with this section shall be calculated using the Solar Reflective Index (SRI) Calculation Worksheet (SRI-WS) developed by the California Energy Commission or in compliance with ASTM E1980-01 as specified in Title 24, Part 6, Section 118(i)3. Solar reflectance values used in the SRI-WS shall be based on the 3-year aged reflectance value of the roofing product or the equation in Section A4.106.5.1 if the CRRC certified aged solar reflectance are not available. Certified Thermal emittance used in the SRI-WS may be either the initial value or the three year aged value listed by the CRRC.
Solar reflectance and thermal emittance may also be certified by other supervisory entities approved by the Commission pursuant to Title 24, Part 1, Section 10-113.
Note: The Solar Reflective Index Calculation Worksheet (SRI-WS) is available by contacting the Energy Standard Hotline at 1-800-772-3300 or by email at Title24@energy.state.ca.us.
ROOF SLOPE | ROOF WEIGHT | CLIMATE ZONE | Minimum 3-year Aged Solar Reflectance | Thermal Emittance | SRI |
---|---|---|---|---|---|
≤2 : 12 | N/A | 13 & 15 | 0.55 | 0.75 | 64 |
> 2: 12 | <5 lb/ft2 | 10-15 | 0.20 | 0.75 | 16 |
≥5 lb/ft2 | 1-16 | 0.15 | 0.75 | 10 |
ROOF SLOPE | ROOF WEIGHT | CLIMATE ZONE | Minimum 3-year Aged Solar Reflectance | Thermal Emittance | SRI |
---|---|---|---|---|---|
≤2 :12 | N/A | 2,4,6– 15 | 0.65 | 0.85 | 78 |
>2 : 12 | N/A | 2,4,6–15 | 0.23 | 0.85 | 20 |
A4.106.5.4 Verification. Inspection shall be conducted to ensure roofing materials meet cool roof aged solar reflectance and thermal emittance or SRI values.
A4.107.1 Innovative concepts and local environmental conditions. The provisions of this code are not intended to prevent the use of any alternate material, appliance, installation, device, arrangement, method, design or method of construction not specifically prescribed by this code. This code does not limit the authority of city, county, or city and county government to make necessary changes to the provisions contained in this code pursuant to Section 101.7.1.
Division A4.2– ENERGY EFFICIENCY
A4.201.1 Scope. For the purposes of energy efficiency standards in this appendix, the California Energy Commission will continue to adopt mandatory standards. It is the intent of this code to encourage buildings to achieve exemplary performance in the area of energy efficiency. Specifically, a green building should achieve at least a 15 percent reduction in energy usage when compared to the State's mandatory energy efficiency standards.
(Reserved)
A4.203.1 Energy performance. Using an Alternative Calculation Method (ACM) approved by the California Energy Commission, calculate each building's energy and CO2 emissions, and compare it to the standard or “budget” building to achieve the following:
Tier 1. Exceed the California Energy Code based on the 2008 energy standards requirements by 15 percent.
Tier 2. Exceed the California Energy Code based on the 2008 energy standards requirements by 30 percent.
Field verify and document the measures and calculations used to reach the desired level of efficiency following the requirements specified in the Title 24 Reference Appendices.
(Reserved)
A4.205.1 Radiant roof barriers. Radiant roof barrier is installed in Climate Zones 2,4 and 8 through 15. The radiant barrier must be tested according to ASTM C-1371-98 or ASTM E 408-71 (2002) and must be certified by the Department of Consumer Affairs. Radiant barriers must also meet installation criteria specified in Section 4, 2, 1 of the California Energy Commission Residential ACM Manual.
A4.205.2 Window shading. Exterior shading at least 18 inches in depth is provided on south and west windows by at least one of the following methods:
A4.206.1 Reduced infiltration. Infiltration is reduced and verified by third party testing to comply with requirements contained in the California Energy Code.
A4.207.1 Innovative systems. Radiant, hydronic, ground source and other innovative space heating and cooling systems included in the proposed design shall be designed using generally accepted industry-approved guidelines and design criteria.
A4.207.2 Commissioning. A commissioning plan shall be developed to document specified building components meet the project design and performance goals.
A4.207.2.1 Commissioning of HVAC Systems. In addition to other items in the commissioning plan the following items, as appropriate, pertaining to the heating, ventilating and cooling systems shall be inspected and certified by an independent third party that is trained or certified to inspect and test building systems as specified in Section 702.2.
A4.207.2.3 Commissioning checklist. Results of the commissioning inspection shall be included in the Operation and Maintenance Manual required in Section 4.410.1.
A4.207.4 Gas-fired heating equipment. Install gas-fired (natural or propane) space heating equipment with an Annual Fuel Utilization Ratio (AFUE) of .90 or higher.
A4.207.5 Heat pumps. If an electric heat pump must be used, select equipment with a Heating Seasonal Performance Factor (HSPF) of 8.0 or higher.
A4.207.6 Cooling equipment. When climatic conditions necessitate the installation of cooling equipment, select cooling equipment with a Seasonal Energy Efficiency Ratio (SEER) higher than 13.0 and an Energy Efficiency Ratio (EER) of at least 11.5.
A4.207.7 Ducts location. Install ductwork to comply with at least one of the following:
A4.207.8 Duct leakage. Perform duct leakage testing to verify a total leakage rate of less than 6 percent of the total fan flow.
A4.207.9 Whole house fans. In Climate Zones 2, 4 and 8 through 15, install a whole-house fan with insulated louvers or an insulated cover.
A4.207.10 Ceiling fans. ENERGY STAR ceiling fans are installed in all bedrooms and living areas.
A4.208.1 Tank type water heater efficiency. The Energy Factor (EF) for a gas-fired storage water heater is higher than .60.
A4.208.2 Tankless water heater efficiency. The Energy Factor (EF) for a gas-fired tankless water heater is .80 or higher.
A4.208.3 Distribution systems. Where the hot water source is more than 10 feet from a fixture, the potable water distribution system shall convey hot water using one of the following methods:
A4.209.1 Lighting. Building lighting consists of at least 90 percent ENERGY STAR qualified hard-wired fixtures.
A4.210.1 Appliance rating. Each appliance provided by the builder meets ENERGY STAR if an ENERGY STAR designation is applicable for that appliance.
A4.211.1 New solar homes partnership. Install a solar photovoltaic (PV) system in compliance with the California Energy Commission New Solar Homes Partnership (NSHP).1,2 Install energy efficiency measures meeting either Tier I or Tier II below.
Tier I. Exceed the California Energy Code requirements, based on the 2008 Energy Efficiency Standards by 15 percent.
Tier II. Exceed the California Energy Code requirements, based on the 2008 Energy Efficiency Standards by 30 percent.
Solar water heating may be used to assist in meeting the energy efficiency requirements of either Tier I or Tier II.
A4.211.2 Solar water heating system. A Solar Rating and Certification Corporation (SRCC) OG 300 solar water heating system is installed. The SRCC Solar Energy Factor (SE) shall be used to determine the Solar Fraction (SF). The SF shall be at least 0.5.
A4.211.3 Space for future solar installation. A minimum of 300 square feet of unobstructed roof area facing within 30° of south is provided for future solar collector or photovoltaic panels. Rough-in penetrations through the roof surface within 24 inches (610 mm) of the boundary of the unobstructed roof area are provided for electrical conduit and water piping.
A4.211.4 Future access for solar system. A minimum one-inch (25.4 mm) electrical conduit is provided from the electrical service equipment to an accessible location in the attic or other location approved by the enforcing agency.
60(Reserved)
A4.213.1 Innovative concepts and local environmental conditions. The provisions of this code are not intended to prevent the use of any alternate material, appliance, installation, device, arrangement, method, design or method of construction not specifically prescribed by this code. This code does not limit the authority of city, county, or city and county government to make necessary changes to the provisions contained in this code pursuant to Section 101.7.1.
Division A4.3 – WATER EFFICIENCY AND CONSERVATION
(Reserved)
LANDSCAPE (PLANT) COEFFICIENT (Kl). The product of the species factor multiplied by the density factor and the microclimate factor. (Kl = Ks × Kd × Kmc) The landscape coefficient is used in the landscape water budget calculation. (UCCE, 2000)
REFERENCE EVAPOTRANSPIRATION (ETo). The estimated rate of evapotranspiration from a standardized surface of well watered, actively growing cool season turfgrass clipped to 12 cm with sufficient density to fully shade the soil. The water needs of a landscape planting can be calculated by multiplying the Landscape Coefficient (Kl) and Reference Evapotranspiration (ETo).
A4.303.1 Kitchen faucets and dishwashers. Kitchen faucets and dishwashers in Tier 1 and Tier 2 buildings shall comply with this section.
Tier 1. The maximum flow rate at a kitchen sink faucet shall not be greater than 1.5 gallons per minute at 60 psi.
Note: Rated flow rates for the default function of the faucet shall be used to demonstrate compliance with this section.
Tier 2. In addition to the kitchen faucet requirements for Tier 1, dishwashers in Tier 2 buildings shall be ENERGY STAR qualified and not use more than 5.8 gallons of water per cycle.
A4.303.2 Nonwater supplied urinals and waterless toilets. Nonwater supplied urinals or composting toilets are installed.
A4.304.1 Low-water consumption irrigation system. Install a low-water consumption irrigation system which minimizes the use of spray type heads. Spray type irrigation may only be used at turf areas. The remaining irrigation systems shall use only the following types of low-volume irrigation systems:
A4.304.2 Rainwater systems. A rainwater capture, storage and re-use system is designed and installed to use rainwater generated by at least 65 percent of the available roof area.
A4.304.3 Water budget. When landscaping is provided by the builder, a water budget shall be developed for landscape irrigation use that conforms to the local water efficient landscape ordinance or to the California Department of Water Resources Model Water Efficient Landscape Ordinance where no local ordinance is applicable.
A4.304.4 Potable water reduction. When landscaping is provided by the builder, a water efficient landscape irrigation system shall be installed that reduces potable water use. The potable water use reduction shall be calculated beyond the initial requirements for plant installation and establishment. Calculations for the reduction shall be based on the water budget developed pursuant to Section A4.3.4.3.
Tier 1. Reduce the use of potable water to a quantity that does not exceed 65 percent of ETo times the landscape area.
Tier 2. Reduce the use of potable water to a quantity that does not exceed 60 percent of ETo times the landscape area.
Note: Methods used to comply with this section must be designed to the meet the requirements of the other parts of the California Building Standards Code and may include, but are not limited to, the following:
A4.304.4.1 Verification. A calculation demonstrating the applicable potable water use reduction required by this section shall be provided.
A4.304.5 Potable water elimination. When landscaping is provided by the builder and as allowed by local ordinance, a water efficient landscape irrigation design that eliminates the use of potable water beyond the initial requirements for plant installation and establishment. Methods used to accomplish the requirements of this section must be designed to the requirements of the California Building Standards Code and shall include, but not be limited to, the following:
A4.305.1 Graywater. Alternative plumbing piping is installed to permit the discharge from the clothes washer or other fixtures to be used for an irrigation system in compliance with Chapter 16A of the California Plumbing Code.
A4.305.2 Recycled water piping. Based on projected availability, dual water piping is installed for future use of recycled water at the following locations:
A4.305.3 Recycled water for landscape irrigation. Recycled water is used for landscape irrigation.
A4.306.1 Innovative concepts and local environmental conditions. The provisions of this code are not intended to prevent the use of any alternate material, appliance, installation, device, arrangement, method, design or method of construction not specifically prescribed by this code. This code does not limit the authority of city, county, or city and county government to make necessary changes to the provisions contained in this code pursuant to Section 101.7.1.
Division A4.4 – MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
(Reserved)
(Reserved)
A4.403.1 Frost protected foundation systems. As allowed by local conditions, utilize a Frost-Protected Shallow Foundation (FPSF) in compliance with the California Residential Code (CRC). When an FPSF foundation system is installed, the manual required by Section 4.410.1 shall include instructions to the owner or occupant regarding the necessity for heating the structure as required in Section R403.3 of the California Residential Code.
A4.403.2 Reduction in cement use. As allowed by the enforcing agency, cement used in foundation mix design shall be reduced as follows:
Tier 1. Not less than a 20 percent reduction in cement use.
Tier 2. Not less than a 25 percent reduction in cement use.
Note: Products commonly used to replace cement in concrete mix designs include, but are not limited to:
- Fly ash
- Slag
- Silica fume
- Rice hull ash
A4.404.1 Lumber size. Beams and headers and trimmers are sized and installed as specified in CRC Tables R502.5(1) and R502.5(2). Other calculations acceptable to the enforcing agency which use the minimum size member for the tributary load shall be acceptable.
A4.404.2 Building dimensions and layouts are designed to minimize waste by one or more of the following measures in at least 80 percent of the structure:
A4.404.3 Building systems. Use premanufactured building systems to eliminate solid sawn lumber whenever possible. One or more of the following premanufactured building systems is used:
A4.404.4 Pre-cut materials and details. Material lists are included in the plans which specify the material quantity and provide direction for on-site cuts to be made from the material provided. Material lists and direction shall be provided for the following systems:
A4.405.1 Prefinished building materials. Utilize prefinished building materials which do not require additional painting or staining when possible. One or more of the following building materials that do not require additional resources for finishing are used:
A4.405.2 Concrete floors. Floors that do not require additional coverings are used including but not limited to stained, natural or stamped concrete floors.
A4.405.3 Recycled content. Use materials, equivalent in performance to virgin materials, with postconsumer or preconsumer recycled content value (RCV) for a minimum of 10 percent of the total value, based on estimated cost of materials on the project. Provide documentation as to the respective values.
Tier 1. Not less than a 10 percent recycled content value.
Tier 2. Not less than a 15 percent recycled content value.
Note: Sources and recycled content of some recycled materials can be obtained from CalRecycle.
A4.405.3.1 Determination of recycled content value (RCV). The following equation shall be used to calculate
65recycled content value. RCV=(percent PC × material cost) + 0.5 (percent PI × material cost)
Notes:
A4.405.4 Use of building materials from renewable sources. One or more of the following materials manufactured from rapidly renewable sources or agricultural by-products is used:
Note: The intent of this section is to utilize building materials and products which are typically harvested within a 10-year or shorter cycle.
(Reserved)
A4.407.1 Drainage around foundations. Install foundation and landscape drains which discharge to a dry well, sump, bioswale or other approved on-site location.
A4.407.2 Roof drainage. Install gutter and downspout systems to route water at least 5 feet away from the foundation or connect to landscape drains which discharge to a dry well, sump, bioswale, rainwater capture system or other approved on-site location.
A4.407.3 Flashing details. Provide flashing details on the building plans which comply with accepted industry standards or manufacturer's instruction. Details are shown on house plans at all of the following locations:
Note: Reference details may be found in the Residential Sheet Metal Guidelines published by the Sheet Metal and Air Conditioning Contractors' National Association Inc.
A4.407.4 Material protection. Protect building materials delivered to the construction site from rain and other sources of moisture.
A4.407.5 Ice and water barriers. In Climate Zone 16, an ice and water barrier is installed at valley, eaves and wall to roof intersections. The ice and water barrier shall extend at least 24′ inside the exterior wall line or as specified by the manufacturer's installation instructions.
A4.407.6 Door protection. Exterior doors to the dwelling are covered to prevent water intrusion by one or more of the following:
A4.407.7 Roof overhangs. A permanent overhang or awning at least 2 feet in depth is provided at all exterior walls.
A4.408.1 Enhanced construction waste reduction. Nonhazardous construction and demolition debris generated at the site is diverted to recycle or salvage in compliance with one of the following:
Tier 1. At least a 65 percent reduction
Tier 2. At least a 75 percent reduction
Exceptions:
- Equivalent or alternative waste reduction methods are developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.
- The enforcing agency may make exceptions to the requirements of this section when jobsites are located in areas beyond the haul boundaries of the diversion facility.
A4.408.1.1 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with this section. Documentation shall be in compliance with Section 4.408.2.
(Reserved)
(Reserved)
66A4.411.1 Innovative concepts and local environmental conditions. The provisions of this code are not intended to prevent the use of any alternate material, appliance, installation, device, arrangement, method, design or method of construction not specifically prescribed by this code. This code does not limit the authority of city, county, or city and county government to make necessary changes to the provisions contained in this code pursuant to Section 101.7.1
Division A4.5 – ENVIRONMENTAL QUALITY
(Reserved)
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2-1999.
NO ADDED FORMALDEHYDE RESIN (NAF). Resin for-mulated with no added formaldehyde as part of the cross linking structure for making hardwood plywood, particle board or medium density fiberboard. No added formaldehyde resins include, but are not limited to, resins made from soy, polyvinyl acetate or methylene diisocyanate.
ULTRA-LOW EMITTING FORMALDEHYDE (ULEF) RESINS. Resins formulated such that average formaldehyde emissions are consistently below the Phase 2 emission standards in Section 93120.2, as provided in Section 93120.3(d) of Title 17, California Code of Regulations.
(Reserved)
A4.504.1 Early compliance with formaldehyde limits. Meet the formaldehyde limits contained in Table 4.504.5 before the mandatory compliance date, or use composite wood products made with either California Air Resources Board approved no-added formaldehyde (NAF) resins or ultra-low emitting formaldehyde (ULEF) resins.
Note: Documentation must be provided that verifies that finish materials are certified to meet the pollutant emission limits.
A4.504.2 Resilient flooring systems. Resilient flooring systems installed in the building shall meet the percentages specified in this section and comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low-emitting Materials List or certified under the Resilient Floor Covering Institute (RFCI) FloorScore program.
Tier 1. At least 80 percent of the total area of resilient flooring installed shall comply.
Tier 2. At least 90percent of the total area of resilient flooring installed shall comply.
Notes:
- Information regarding CHPS Low-emitting Materials List may be found at www.chspregistry.com/live or http://www.chps.net/dev/Drupal/node/381.
- Information regarding RFCI certified products may be found at http://www.rfci.com/int_FS-ProdCert.htm.
- Documentation must be provided that verifies that finish materials are certified to meet the pollutant emission limits in this section.
A4.504.3 Thermal insulation. Thermal insulation installed in the building shall meet the following requirements:
Tier 1. Install thermal insulation in compliance with the VOC-emission limits defined in Collaborative for High Performance Schools (CHPS) Low-emitting Materials List.
Tier 2. Install insulation which contains No-Added Formaldehyde (NAF) and is in compliance with the VOC-emission limits defined in Collaborative for High Performance Schools (CHPS) Low-emitting Materials List.
Note: Documentation must be provided that verifies the materials are certified to meet the pollutant emission limits in this section.
(Reserved)
A4.506.1 Filters. Filters with a higher value than MERV 6 are installed on central air or ventilation systems. Pressure drop across the filter shall not exceed. 1 inches water column.
A4.506.2 Direct-vent appliances. Direct-vent heating and cooling equipment is utilized if the equipment will be located in the conditioned space or install the space heating and water heating equipment in an isolated mechanical room.
(Reserved)
(Reserved)
69A4.509.1 Innovative concepts and local environmental conditions. The provisions of this code are not intended to prevent the use of any alternate material, appliance, installation, device, arrangement, method, design or method of construction not specifically prescribed by this code. This code does not limit the authority of city, county, or city and county government to make necessary changes to the provisions contained in this code pursuant to Section 101.7.1.
Division A4.6–TIER 1 AND TIER 2
A4.601.1 Scope. The measures contained in this appendix are not mandatory unless adopted by a city, county, or city and county as specified in Section 101.7. The provisions of this section outline means of achieving enhanced construction or reach levels by incorporating additional green building measures. In order to meet one of the tier levels designers, builders or property owners are required to incorporate additional green building measures necessary to meet the threshold of each level.
A4.601.2 Prerequisite measures. Tier 1 and Tier 2 thresholds require compliance with the mandatory provisions of this code and incorporation of the required prerequisite measures listed in Section A4.601.4.2 for Tier 1 and A4.601.5.2 for Tier 2. Prerequisite measures are also identified in the Residential Occupancies Application Checklist in Section A4.602.
As specified in Section 101.7, additional prerequisite measures may be included by the enforcing agency to address specific local environmental conditions and may be listed in the Innovative Concepts and Local Environmental Conditions portions of the checklist.
A4.601.3 Elective measures. In addition to the required measures, Tier 1 and Tier 2 buildings must incorporate at least the number of elective measures specified in Sections A4.601.4.2 and A4.601.5.2.
A4.601.4 Tier 1. To achieve Tier 1 status a project must comply with the following:
A4.601.4.1 Mandatory measures for Tier 1. The project shall meet or exceed all of the mandatory measures in Chapter 4, Divisions 4.1 through 4.5 and Chapter 7 as applicable.
A4.601.4.2 Prerequisite and elective measures for Tier 1. In addition to the mandatory measures, compliance with the following prerequisite and elective measures from Appendix A4 is also required to achieve Tier 1 status:
Note: The Residential Occupancies Application Checklist contained in Section A4.602 may be used to show which elective measures are selected.
A4.601.5 Tier 2. To achieve Tier 2 status a project must comply with the following:
Note: The measures necessary to achieve Tier 2 status are very stringent. Cities, counties, and cities and counties considering adoption of Tier 2 as mandatory should carefully consider the stringency of each measure and ensure that the measures are achievable in their location.
A4.601.5.1 Mandatory measures for Tier 2. The project shall meet or exceed all of the mandatory measures in Chapter 4, Divisions 4.1 through 4.5 and Chapter 7 as applicable.
A4.601.5.2 Prerequisite and elective measures for Tier 2. In addition to the mandatory measures, compliance with the
following prerequisite and elective measures from Appendix A4 is also required to achieve Tier 2 status.
Note: The Residential Occupancies Application Checklist contained in Section A4.602 may be used to show which elective measures are selected.
Division A4.7–RESIDENTIAL MODEL ORDINANCE
A4.701.1 General. The voluntary measures of this code are designed and promulgated to be adopted by reference and made mandatory by local ordinance pursuant to Section 101.7. Jurisdictions wishing to adopt the voluntary provisions of this code as an enforceable regulation governing structures and premises should ensure that certain factual information is included in the adopting ordinance and that the measures are appropriate and achievable and are considered to be suitable as mandatory by the city, county, or city and county. The following sample adoption ordinance addresses several key elements of a code adoption ordinance including the information required for insertion into the code text.
This code does not limit the authority of city, county, or city and county government to make necessary changes to the provisions contained in this code.
SAMPLE RESOLUTION FOR ADOPTION OF THE TIER 1 OR TIER 2 PROVISIONS OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE WITH OR WITHOUT ADDITIONAL ITEMS NECESSARY TO ADDRESS INNOVATIVE CONCEPTS OR LOCAL ENVIRONMENTAL CONDITIONS.
84Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
The state agency does not adopt sections identified by the following symbol:† | |||||||||||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | X | ||||||||||||||||||
Adopt only those sections that are listed below | X | X | X | X | |||||||||||||||
Chapter/Section | |||||||||||||||||||
Appendix A5 – First paragraph under Nonresidential Voluntary Measures title. | X | ||||||||||||||||||
A5.101.1 | X | ||||||||||||||||||
A5.102.1 Definitions | X | ||||||||||||||||||
A5.106.4 | † | X | |||||||||||||||||
A5.106.4.1 | † | X | |||||||||||||||||
A5.106.4.2 | † | X | |||||||||||||||||
A5.106.4.3 | X | ||||||||||||||||||
Table A5.106.4.3 | X | ||||||||||||||||||
A5.106.5.1 | X | ||||||||||||||||||
Table A5.106.5.1.1 | X | ||||||||||||||||||
A5.106.5.1.3 | X | ||||||||||||||||||
A5.106.5.1.4 | X | ||||||||||||||||||
A5.106.5.3 | X | ||||||||||||||||||
A5.106.5.3.1 | X | ||||||||||||||||||
Table A5.106.5.3.1 | X | ||||||||||||||||||
A5.106.6 | X | ||||||||||||||||||
A5.106.6.1 | X | ||||||||||||||||||
A5.106.7 | X | ||||||||||||||||||
A5.106.9 | X | X | X | X | |||||||||||||||
A5.106.9.1 | † | X | |||||||||||||||||
A5.106.11 | X | ||||||||||||||||||
A5.106.11.1 | X | ||||||||||||||||||
A5.106.11.2 and subsections | X | ||||||||||||||||||
A5.106.11.2.1 | X |
The measures contained in this appendix are not mandatory unless adopted by a city, county or city and county as specified in Section 101.7 and provide additional measures that designers, builders and property owners may wish to consider during the planning, design and construction process.
Division A5.1 – PLANNING AND DESIGN
Given that land use and planning are largely regulated locally, cities, counties and cities and counties should consider reducing greenhouse gas emissions associated with development through local land-use practices in conjunction with enforcing the provisions of this code. Specific land use strategies a city, county or city and county may wish to consider include but are not limited to the following:
Site selection. Develop sites for buildings, hardscape, roads or parking areas consistent with the local general plan and regional transportation plan pursuant to SB 375 (Stats 2008, Ch. 728).
Regional sustainable communities strategy. Site selection and building design and use shall conform the project with the prevailing regional sustainable communities strategy or alternative planning strategy, whichever meets the greenhouse gas target established by the California Air Resources Board pursuant to SB375 (Stats. 2008, Ch. 728), including the general location of uses, residential densities and building intensities.
Transit priority projects. To qualify as a transit priority project, the project shall meet three criteria:
Note: For additional information, see Government Code Sections 65080, 65080.1 and 65400 and Public Resources Code Sections 21061.3 and 21155.
A5.101.1 General. The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.
A5.102.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
ALBEDO. Synonymous with solar reflectance, which is a ratio of the energy reflected back into the atmosphere to the energy absorbed by the surface, with 100 percent being total reflectance.
BIORETENTION. A shallow depression that utilizes conditioned soil and vegetation for the storage, treatment or infiltration of storm water runoff.
BROWNFIELD SITE. Real property, the expansion, redevelopment or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant or contaminant, with certain legal exclusions and additions.
Note: See the full text at EPA’s website.
DEVELOPMENT FOOTPRINT. The total area of the building footprint, hardscape, access roads and parking.
GREENFIELDS. Sites that are not previously developed or graded and remain in a natural state able to support agriculture, open space or habitat.
Note: Previously developed sites are those that previously contained buildings, roadways or parking lots or were graded or altered by direct human activities.
GREYFIELD SITE. Any site previously developed with at least 50 percent of the surface area covered with impervious material.
FLOOR AREA RATIO. Gross square footage of all structures on a site divided by gross square footage of the site.
INFILL SITE. A site in an urbanized area that meets criteria defined in Public Resources Code Section 21061.3.
LOW IMPACT DEVELOPMENT (LID). Control of storm-water at its source to mimic drainage services provided by an undisturbed site.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following:
NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49 CFR 571.500 (as it existed on July 1, 2000) and is certified to zero emission vehicle standards.
PERMEABLE PAVING. [BSC] Permeable paving materials and techniques which allow the movement of water around the paving material and allow precipitation to percolate through the paving surface to the soil below.
PZEV. Any vehicle certified by the California Air Resources Board as a Partial Credit Zero Emission Vehicle.
VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motor truck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purposes of ridesharing.
Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero emission standards.
A5.103.1 Community connectivity. Where feasible, locate project on a previously developed site within a ½ mile radius of at least ten basic services, readily accessible by pedestrians, including, but not limited, to one each of bank, place of worship, convenience grocery, day care, cleaners, fire station, barber shop, beauty shop, hardware store, laundry, library, medical clinic, dental clinic, senior care facility, park, pharmacy, post office, restaurant (two may be counted), school, supermarket, theater, community center, fitness center, museum or farmers market. Other services may be considered on a case-by-case basis.
A5.103.2 Brownfield or greyfield site redevelopment or infill area development. If feasible, select for development a brownfield in accordance with Section A5.103.2.1 or on a greyfield or infill site as defined in Section A5.102.
A5.103.2.1 Brownfield redevelopment. Develop a site documented as contaminated by means of an ASTM E1903-97 Phase II Environmental Site Assessment or on a site defined as a brownfield by a local, state or federal government agency. The site must be fully remediated in accordance with EPA regulations to the level required of the anticipated land use.
A5.104.1 Reduce development footprint and optimize open space. Optimize open space on the project site in accordance with Sections A5.104.1.1, A5.104.1.2 or A5.104.1.3.
A5.104.1.1 Local zoning requirement in place. Exceed the zoning's open space requirement for vegetated open space on the site by 25 percent.
A5.104.1.2 No local zoning requirement in place. Provide vegetated open space area adjacent to the building equal to the building footprint area.
A5.104.1.3 No open space required in zoning ordinance. Provide vegetated open space equal to 20 percent of the total project site area.
A5.105.1 If feasible, disassemble existing buildings instead of demolishing to allow reuse or recycling of building materials.
A5.105.1.1 Existing building structure. Maintain at least 75 percent of existing building structure (including structural floor and roof decking) and envelope (exterior skin and framing) based on surface area.
Exceptions:
- Window assemblies and nonstructural roofing material.
- Hazardous materials that are remediated as a part of the project.
- A project with an addition of more than two times the square footage of the existing building.
A5.105.1.2 Existing nonstructural elements. Reuse existing interior nonstructural elements (interior walls, doors, floor coverings and ceiling systems) in at least 50 percent of the area of the completed building (including additions).
Exception: A project with an addition of more than two times the square footage of the existing building.
A5.105.1.3 Salvage. Salvage additional items in good condition such as light fixtures, plumbing fixtures and doors as follows. Document the weight or number of the items salvaged.
A5.106.2 Storm water design. Design storm water runoff rate and quantity in conformance with Section A5.106.2.1 and storm water runoff quality by Section A5.106.3.2 or by local requirements, whichever are stricter.
88A5.106.2.1 Storm water runoff rate and quantity. Implement a storm water management plan resulting in no net increase in rate and quantity of storm water runoff from existing to developed conditions.
Exception: If the site is already greater than 50 percent impervious, implement a storm water management plan resulting in a 25 percent decrease in rate and quantity.
A5.106.2.2 Storm water runoff quality. Use postconstruction treatment control best management practices (BMPs) to mitigate (infiltrate, filter or treat) storm water runoff from the 85th percentile 24-hour runoff event (for volume-based BMPs) or the runoff produced by a rain event equal to two times the 85th percentile hourly intensity (for flow-based BMPs).
A5.106.3 Low impact development (LID). Reduce peak runoff in compliance with Section 5.106.3.1. Employ at least two of the following methods or other best management practices to allow rainwater to soak into the ground, evaporate into the air or collect in storage receptacles for irrigation or other beneficial uses. LID strategies include, but are not limited to:
A5.106.3.1 Implementation. If applicable, coordinate LID projects with the local Regional Water Quality Control Board, which may issue a permit or otherwise require LID.
Note: Further information on design of specific control measures may be found on U.S. EPA's website, on SWRCB's website and from local boards that require LID.
A5.106.3.2 Greyfield or infill site. Manage 40 percent of the average annual rainfall on the site's impervious surfaces through infiltration, reuse or evaportranspiration.
A5.106.4 Bicycle parking and changing rooms. Comply with Sections A5.106.4.1 through A5.106.4.3; or meet local ordinance or the University of California Policy on Sustainable Practices, whichever is stricter.
A5.106.4.1 Short-term bicycle parking. If the project is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5 percent of visitor motorized vehicle parking capacity, with a minimum of one two-bike capacity rack.
A5.106.4.2 Long-term bicycle parking. For buildings with over 10 tenant-occupants, provide secure bicycle parking for 5 percent of tenant-occupant motorized vehicle parking capacity, with a minimum of one space. For public schools and community colleges, provide secure bicycle parking for 15 percent of occupants (students, teachers and staff). Acceptable parking facilities shall be convenient from the street and may include, but not be limited to:
A5.106.4.3 Changing rooms. For buildings with over 10 tenant-occupants, provide changing/shower facilities for tenant-occupants only in accordance with Table A5.106.4.3 or document arrangements with nearby changing/shower facilities.
[DSA-SS] For public schools and community colleges, provide changing/shower facilities for the “number of administrative/teaching staff” equal to the “number of tenant-occupants” shown in Table A5.106.4.3.
NUMBER OF TENANT-OCCUPANTS | SHOWER/CHANGING FACILITIES REQUIRED2 | 2-TIER (12" × 15" × 72") PERSONAL EFFECTS LOCKERS1,2 REQUIRED |
---|---|---|
1.One 2-tier locker serves two people. Lockers shall be lockable with either padlock or combination lock. | ||
2.Tenant spaces housing more than 10 tenant-occupants within buildings sharing common toilet facilities need not comply; however, such common shower facilities shall accommodate the total number of tenant-occupants served by the toilets and include a minimum of one unisex shower and two 2-tier lockers. | ||
0–10 | 0 | 0 |
11–50 | 1 unisex shower | 2 |
51–100 | 1 unisex shower | 3 |
101–200 | 1 shower stall per gender | 4 |
Over 200 | 1 shower stall per gender for each 200 additional tenant-occupants | One 2-tier locker for each 50 additional tenant-occupants |
Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.
A5.106.5.1 Designated parking for fuel-efficient vehicles. Provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as shown in Table A5.106.5.1.1 or A5.106.5.1.2.
[DSA-SS] Provide 10 percent of total designated parking spaces for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as follows:
89TOTAL NUMBER OF PARKING SPACES | NUMBER OF REQUIRED SPACES |
---|---|
0–9 | 0 |
10–25 | 2 |
26–50 | 4 |
51–75 | 6 |
76–100 | 9 |
101–150 | 11 |
151–200 | 18 |
201 and over | At least 10 percent of total |
TOTAL NUMBER OF PARKING SPACES | NUMBER OF REQUIRED SPACES |
---|---|
0–9 | 1 |
10–25 | 2 |
26–50 | 5 |
51–75 | 7 |
76–100 | 9 |
101–150 | 13 |
151–200 | 19 |
201 and over | At least 12 percent of total |
A5.106.5.1.3 Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle:
CLEAN AIR VEHICLE
A5.106.5.1.4 Vehicle designations. Building managers may consult with local community Transit Management Associations (TMAs) for methods of designating qualifying vehicles, such as issuing parking stickers.
Notes:
- Information on qualifying vehicles, car labeling regulations and DMV SOV stickers may be obtained from the following sources:
- California DriveClean
- California Air Resources Board
- U.S. EPA fuel efficiency standards
- Janet Okino, DMV Registration Operations, (916) 657 6678 and John Swanton, ARB Public Information, (626) 575-6858
- Purchasing policy and refueling sites for low emitting vehicles for state employees use can be found at the Department of General Services.
A5.106.5.3 Electric vehicle charging. Provide facilities meeting Section 406.7 (Electric Vehicle) of the California Building Code and as follows:
A5.106.5.3.1 Electric vehicle supply wiring. For each space required in Table A5.106.5.3.1, provide one 120 VAC 20 amp and one 208/240 V 40 amp, grounded AC outlets or panel capacity and conduit installed for future outlets.
TOTAL NUMBER OF PARKING SPACES1 | NUMBER OF REQUIRED SPACES |
---|---|
1.In a parking garage, the total number of parking spaces is for each individual floor or level. | |
1–50 | 1 |
51–200 | 2 |
201 and over | 4 |
A5.106.6 Parking capacity. Design parking capacity to meet but not exceed minimum local zoning requirements.
A5.106.6.1 Reduce parking capacity. With the approval of the enforcement authority, employ strategies to reduce on-site parking area by
Note: Strategies for programs may be obtained from local TMAs.
A5.106.7 Exterior wall shading. Meet requirements in the current edition of the California Energy Code and select one of the following for wall surfaces:
Exception: Use of vegetated shade in Wildland-Urban Interface Areas as defined in Chapter 7A (Materials and Construction Methods for Exterior Wildfire Exposure) of the California Building Code shall meet the requirements of that chapter.
Note: If not available from the manufacturer, aged SRI value calculations may be found at the California Energy Commission's web site at www.energy.ca.gov.
A5.106.9 Building orientation. Locate and orient the building as follows:
90Note: For information on sun angles and shading, visit: http://www2.aud.ucla.edu/energy-design-tools/. Calculations may be made using the Solar-2 tool.
A5.106.9.1 Building orientation and shading. Locate orient and shade the building as follows:
A5.106.11 Heat island effect. Reduce nonroof heat islands by Section A5.106.11.1 and roof heat islands by Section A5.106.11.2 or [DSA-SS] A5.106.11.4.
A5.106.11.1 Hardscape alternatives. Use one or a combination of strategies 1 through 3 for 50 percent of site hardscape or put 50 percent of parking underground.
A5.106.11.2 Cool roof. Use roofing materials having a minimum 3-year aged solar reflectance and thermal emittance complying with Sections A5.106.11.2.1 and A5.106.11.2.2 or a minimum aged Solar Reflectance Index (SRI)3 complying with Section A5.106.11.2.3 and as shown in Table A5.106.11.2.1 or A5.106.11.2.2.
A5.106.11.2.1 Solar reflectance. Roofing materials shall have a minimum 3-year aged solar reflectance equal to or greater than the values specified in Table A5.106.11.2.1 for Tier 1 and Table A5.106.11.2.2 for Tier 2.
If CRRC testing for 3-year aged reflectance is not available for any roofing products, the 3-year aged value shall be determined using the Cool Roof Rating Council (CRRC) certified initial value using the equation Raged=[0.2 + 0.7[ρinitial – 0.2], where ρinitial = the initial Solar Reflectance.
Solar reflectance may also be certified by other supervisory entities approved by the Commission pursuant to Title 24, Part 1, Section 10-113.
A5.106.11.2.2 Thermal emittance. Roofing materials shall have a CRRC initial or 3-year aged thermal emittance equal to or greater than those specified in Table A5.106.11.2.1 for Tier 1 and Table A5.106.11.2.2 for Tier 2.
Thermal emittance may also be certified by other supervisory entities approved by the Commission pursuant to Title 24, Part 1, Section 10-113.
A5.106.11.2.3 Solar reflectance index alternative. Solar Reflectance Index (SRI) equal to or greater than the values specified in Table A5.106.11.2.1 for Tier 1 and Table A5.106.11.2.2 for Tier 2 may be used as an alternative to compliance with the 3-year aged solar reflectance values and thermal emittance.
SRI values used to comply with this section shall be calculated using the Solar Reflective Index (SRI) Calculation Worksheet (SRI-WS) developed by the California Energy Commission or in compliance with ASTM E 1980-01 as specified in Title 24, Part 6, Section 118(i)3. Solar reflectance values used in the SRI-WS shall be based on the 3-year aged reflectance value of the roofing product or the equation in section A5.106.11.2.1 if the CRRC certified aged solar reflectance are not available. Certified Thermal emittance used in the SRI-WS may be either the initial value or the three year aged value listed by the CRRC.
ROOF SLOPE | ROOF WEIGHT | CLIMATE ZONE | Minimum 3-year Aged Solar Reflectance | Thermal Emittance | SRI |
---|---|---|---|---|---|
≤2 : 12 | N.A | 13 & 15 | 0.55 | 0.75 | 64 |
>2 : 12 | <5 lb/ft2 | 10–15 | 0.20 | 0.75 | 16 |
≤5 lb/ft2 | 1–16 | 0.15 | 0.75 | 10 |
ROOF SLOPE | ROOF WEIGHT | CLIMATE ZONE | Minimum 3-year Aged Solar Reflectance | Thermal Emittance | SRI |
---|---|---|---|---|---|
≤2 : 12 | N/A | 2, 4, 6–15 | 0.65 | 0.85 | 78 |
>2 : 12 | N/A | 2, 4, 6–15 | 0.23 | 0.85 | 20 |
Solar reflectance and thermal emittance may also be certified by other supervisory entities approved by the Commission pursuant to Title 24, Part 1, Section 10-113.
Note: The Solar Reflective Index Calculation Worksheet (SRI-WS) is available by contacting the Energy Standard Hotline at 1-800-772-3300 or by email at Title24@energy.state.ca.us.
A5.106.11.3 Verification of compliance. If no documentation is available, an inspection shall be conducted to ensure roofing materials meet cool roof aged solar reflectance and thermal emittance or SRI values.
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | X | X | X | X | ||||||||||||||
Chapter/Section | |||||||||||||||||||
A5.201.1 | X | X | |||||||||||||||||
A5.202.1 Definitions | X | X | |||||||||||||||||
A5.203.1 and subsections | X | X | |||||||||||||||||
A5.203.2 and subsections | X | ||||||||||||||||||
A5.204.1 | X | X | X | X | X | ||||||||||||||
A5.204.2 and subsections | X | X | |||||||||||||||||
A5.204.3 and subsections | X | ||||||||||||||||||
A5.204.4 and subsections | X | X | |||||||||||||||||
A5.204.6 | X | X | X | X | |||||||||||||||
A5.205 and subsections and tables | X | X | |||||||||||||||||
A5.207 and subsections and tables | X | X | X | ||||||||||||||||
A5.209 and subsections and tables | X | X | X | ||||||||||||||||
A5.210 | X | X | X | ||||||||||||||||
A5.211.1 | X | X | |||||||||||||||||
A5.211.1.1 | X | X | |||||||||||||||||
A5.211.1.2 and subsections | X | ||||||||||||||||||
A5.211.3 | X | X | |||||||||||||||||
A5.211.4 and subsection | X | X | |||||||||||||||||
A5.212 | X | X | |||||||||||||||||
A5.213 | X |
Division A5.2 – ENERGY EFFICIENCY
A5.201.1 Scope. For the purposes of energy efficiency standards in this appendix, the California Energy Commission will continue to adopt mandatory standards. It is the intent of this code to encourage buildings to achieve exemplary performance in the area of energy efficiency. Specifically, a green building should achieve at least a 15 percent reduction in energy usage when compared to the State’s mandatory energy efficiency standards.
A5.202.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
ENERGY STAR. A joint program of the U.S. Environmental Protection Agency and the U.S. Department of Energy. ENERGY STAR is a voluntary program designed to identify and promote energy-efficient products and practices.
DEMAND RESPONSE AUTOMATION INTERNET SOFTWARE CLIENT. Software that resides in a building Energy Management Control System that can receive a demand response signal and automatically reduce HVAC and lighting system loads. Demand Response programs developed by Utilities and ISO’s depend upon timely and reliable communications of events and information to the buildings that are participating in the programs.
GEOTHERMAL. Renewable energy generated by deep-earth water or steam.
GRID NEUTRAL. A site that produces at least as much electricity as it uses in a year shall be deemed grid neutral.
OVERCURRENT PROTECTION DEVICE RATING. The highest current at rated voltage that an overcurrent protection device is intended to interrupt under standard test conditions.
PROCESS. An activity or treatment that is not related to the space conditioning, lighting, service water heating or ventilating of a building as it relates to human occupancy.
TIME DEPENDENT VALUATION (TDV) ENERGY. The time varying energy caused to be used by the building to provide space conditioning and water heating and for specified buildings lighting. TDV energy accounts for the energy cost used at the building site and consumed in producing and in delivering energy to a site, including, but not limited to, power generation, transmission and distribution losses.
A5.203.1 Energy performance. For the purposes of energy efficiency standards in this code the California Energy Commission will continue to adopt mandatory building standards. It is the intent of this code to encourage green buildings to achieve exemplary performance in the area of energy efficiency. Specifically, a green building should achieve more than a 15 percent reduction in energy usage when compared to the State’s mandatory energy efficiency standards.
Using an Alternative Calculation Method approved by the California Energy Commission, calculate each nonresidential building’s TDV energy and CO2 emissions and compare it to the standard or “budget” building.
A5.203.1.1 Tier 1 [BSC] Energy efficiency – 15 percent above Title 24, Part 6. [DSA-SS] Exceed California Energy Code requirements, based on the 2008 Energy Efficiency Standards, by 15 percent and meet the requirements of Division A45.6.
A5.203.1.2 Tier 2 [BSC] Energy efficiency – 30 percent above Title 24, Part 6. [DSA-SS] Exceed California Energy Code requirements, based on the 2008 Energy Efficiency Standards, by 30 percent and meet the requirements of Division A45.6.
Field verify and document the measures and calculations used to reach the desired level of efficiency following the requirements specified in the Title 24 Reference Appendices.
A5.203.2 Energy performance. It is the intent of this code to encourage green buildings to achieve exemplary performance in the area of energy efficiency.
A5.203.2.1 CALGreen Tier 1. To achieve CALGreen Tier 1, buildings must comply with the latest edition of “Savings By Design, Healthcare Modeling Procedures” found online at http://www.energysoft.com/ep/2007SBDHProcedures.pdf.
A5.203.2.2 CALGreen Tier 2. To achieve CALGreen Tier 2, buildings must exceed the latest edition of “Savings By Design, Healthcare Modeling Procedures” by a minimum of 15 percent.
A5.204.1 ENERGY STAR equipment and appliances. All equipment and appliances provided by the builder shall be ENERGY STAR labeled if ENERGY STAR is applicable to that equipment or appliance.
95A5.204.2 Energy monitoring. Provide submetering or equivalent combinations of sensor measurements and thermodynamic calculations, if appropriate, to record energy use data for each major energy system in the building, including chillers, heat pumps, packaged AC systems, fans, pumps, cooling towers, boilers and other heating systems, lighting systems and process loads. This energy use data, once collected, shall be stored within a data management system.
A5.204.2.1 Data storage. The data management system must be capable of electronically storing energy data and creating user reports showing hourly, daily, monthly and annual energy consumption for each major energy system. Hourly data shall be retained a minimum of 30 days, daily data shall be retained a minimum of 6 months and monthly data shall be retained a minimum of 2 years.
A5.204.2.2 Data access. Hourly energy use data shall be accessible through a central data management system and must be available daily.
A5.204.3 Demand response. HVAC systems with Direct Digital Control Systems and centralized lighting systems shall include preprogrammed demand response strategies that are automated with either a Demand Response Automation Internet Software Client or dry contact relays.
A5.204.3.1 HVAC. The preprogrammed demand response strategies shall be capable of reducing the peak HVAC demand by cooling temperature set point adjustment.
A5.204.3.2 Lighting. The preprogrammed demand response strategies shall be capable of reducing the total lighting load by a minimum 30 percent through dimming control or bi-level switching.
A5.204.3.3 Software clients. The software clients shall be capable of communicating with a DR Automation Server.
A5.204.4 Commissioning. Building commissioning shall be included in the design and construction processes of the building project to verify that the building’s energy related systems are installed, calibrated and perform according to the owner’s project requirements, basis of design and construction documents.
The owner and designer shall designate an individual as the Commissioning Authority (CxA) to lead, review and oversee the completion of the commissioning process activities. The owner shall document the Owner’s Project Requirements (OPR). The design team shall develop the Basis of Design (BOD). The CxA shall review these documents for clarity and completeness. The owner and design team shall be responsible for updates to their respective documents, develop and incorporate commissioning requirements into the construction documents and develop and implement a commissioning plan. The CxA shall verify the installation and performance of the systems to be commissioned, verify that training and operation and maintenance documentation have been provided to the owner’s operations staff and complete a commissioning report.
Commissioning process activities shall be completed for the following energy-related systems, at a minimum:
A5.204.4.1 Owner’s Project Requirements (OPR). The expectations and requirements of the building shall be documented by the owner and the designer before the design phase of the project begins. This shall be reviewed by the CxA. At a minimum, this documentation shall include the following:
A5.204.4.2 Basis of Design (BOD). A written explanation of how the design of the building systems meets the Owner’s Project Requirements shall be completed at the design phase of the building project and updated as necessary during the design and construction phases. This shall be reviewed by the CxA. At a minimum, the Basis of Design document shall cover the following systems:
A5.204.4.3 Commissioning plan. A commissioning plan shall be completed to document the approach to how the project will be commissioned and shall be started during the design phase of the building project. This shall be reviewed by the C×A. The Commissioning Plan shall include the following at a minimum:
A5.204.4.4 Functional performance testing. Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized and include any readings and adjustments made. This shall be reviewed and verified by the C×A.
A5.204.4.5 Postconstruction documentation and training. A systems manual and systems operations training are required.
A5.204.4.5.1 Systems manual. Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner and facilities operator. This shall be reviewed by the CxA. At a minimum, the systems manual shall include the following:
A5.204.4.5.2 Systems operations training. The CxA shall oversee the training of the appropriate maintenance staff for each equipment type and/or system. The training shall include, as a minimum, the following:
A5.204.4.6 Commissioning report. The CxA shall create a complete report of commissioning process activities undertaken through the design, construction and postconstruction phases of the building project and provided to the owner.
A5.204.6 Building orientation and shading. Locate orient and shade the building as required in Section A5.106.9
A5.205.1 Fenestration products and exterior doors.
A5.205.1.1 Certification of fenestration products and exterior doors other than field-fabricated. Any fenestration product and exterior door, other than field-fabricated fenestration products and field-fabricated exterior doors, may be installed only if the manufacturer has certified to the California Energy Commission or if an independent certifying organization approved by the Commission has certified that the product complies with all of the applicable requirements of this subsection.
A5.205.1.1.1 Air leakage. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft2 of window area, 0.3 cfm/ft2 of door area for residential doors, 0.3 cfm/ft2 of door area for nonresidential single doors (swinging and sliding) and 1.0 cfm/ft2 for nonresidential double doors (swinging), when tested according to NFRC-400 or ASTM E 283 at a pressure differential of 75 pascals (or 1.57 pounds/ft2), incorporated herein by reference.
A5.205.1.1.2 U-factor. A fenestration product’s U-factor shall be rated in accordance with NFRC 100 or the applicable default U-factor set forth in Table A.5.205.1-A.
Exception: If the fenestration product is a skylight or is site-built fenestration in a building covered by the nonresidential standards with less than 10,000 square feet of site-built fenestration, the default U-factor may be calculated as set forth in Reference Nonresidential Appendix NA6 of the California Energy Commission 2008 Building Energy Efficiency Standards for Residential and Nonresidential Buildings.
A5.205.1.1.3 SHGC. A fenestration product’s SHGC shall be rated in accordance with NFRC 200 for site-built fenestration or use the applicable default SHGC set forth in Table A5.205.1-B.
Exception: If the fenestration product is a skylight or is site-built fenestration in a building covered by the nonresidential standards with less than 10,000 square feet of site-built fenestration, the default SHGC may be calculated as set forth in Reference Nonresidential Appendix NA6 of the California Energy Commission 2008 Building Energy Efficiency Standards for Residential and Nonresidential Buildings.
A5.205.1.1.4 Labeling. Fenestration products shall:
A5.205.1.1.5 Fenestration acceptance requirements. Before an occupancy permit is granted, site-built fenestration products in other than low-rise residential buildings shall be certified as meeting the Acceptance Requirements for Code Compliance, as specified by the Reference Non-residential Appendix NA7 of the California Energy Commission 2008 Building Energy Efficiency Standards for Residential and Nonresidential Buildings to ensure that site-built fenestration meet Standards requirements, including a matching label certificate for each product installed and be readily accessible at the project location. A Certificate of Acceptance shall be submitted to the enforcement agency that certifies that the fenestration product meets the acceptance requirements.
Exception: Fenestration products removed and reinstalled as part of a building alteration or addition.
FRAME | PRODUCT TYPE | SINGLE PANE U-FACTOR | DOUBLE PANE1 U-FACTOR | GLASS BLOCK2 U-FACTOR |
---|---|---|---|---|
1. For all dual-glazed fenestration products, adjust the listed U-factors as follows: a. Add 0.05 for products with dividers between panes if spacer is less than 7/16 inch wide. b. Add 0.05 to any product with true divided lite (dividers through the panes). | ||||
2. Translucent or transparent panels shall use glass blocks. | ||||
Metal | Operable | 1.28 | 0.79 | 0.87 |
Fixed | 1.19 | 0.71 | 0.72 | |
Greenhouse/garden window | 2.26 | 1.40 | N.A. | |
Doors | 1.25 | 0.77 | N.A. | |
Skylight | 1.98 | 1.30 | N.A. | |
Nonmetal, thermal break | Operable | N.A. | 0.66 | N.A. |
Fixed | N.A. | 0.55 | N.A. | |
Greenhouse/garden window | N.A. | 1.12 | N.A. | |
Doors | N.A. | 0.59 | N.A. | |
Skylight | N.A. | 1.11 | N.A. | |
Nonmetal | Operable | 0.99 | 0.58 | 0.60 |
Fixed | 1.04 | 0.55 | 0.57 | |
Doors | 0.99 | 0.53 | N.A. | |
Greenhouse/garden windows | 1.94 | 1.06 | N.A. | |
Skylight | 1.47 | 0.84 | N.A. |
FRAME TYPE | PRODUCT | GLAZING | TOTAL WINDOW SHGC | ||
---|---|---|---|---|---|
Single Pane | Double Pane | Glass Block1 | |||
1. Translucent or transparent panels shall use glass block values. | |||||
Metal | Operable | Clear | 0.80 | 0.70 | 0.70 |
Fixed | Clear | 0.83 | 0.73 | 0.73 | |
Operable | Tinted | 0.67 | 0.59 | N.A. | |
Fixed | Tinted | 0.68 | 0.60 | N.A. | |
Metal, thermal break | Operable | Clear | N.A. | 0.63 | N.A. |
Fixed | Clear | N.A. | 0.69 | N.A. | |
Operable | Tinted | N.A. | 0.53 | N.A. | |
Fixed | Tinted | N.A. | 0.57 | N.A. | |
Nonmetal | Operable | Clear | 0.74 | 0.65 | 0.70 |
Fixed | Clear | 0.76 | 0.67 | 0.67 | |
Operable | Tinted | 0.60 | 0.53 | N.A. | |
Fixed | Tinted | 0.63 | 0.55 | N.A. |
A5.205.1.2 Installation of field-fabricated fenestration and exterior doors. Field-fabricated fenestration and field-fabricated exterior doors may be installed only if the compliance documentation has demonstrated compliance for the installation using U-factors from Table A5.205.1-A and SHGC values from Table A5.205.1-B. Field-fabricated fenestration and field-fabricated exterior doors shall be caulked between the fenestration products or exterior door and the building and shall be weatherstripped.
Exception: Unframed glass doors and fire doors need not be weatherstripped or caulked.
A5.205.2 Joints and other openings. Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed to limit infiltration and exfiltration.
A5.205.3 Insulation and roofing products.
A5.205.3.1 Certification by manufacturers. Any insulation shall be certified by Department of Consumer Affairs, Bureau of Home Furnishing and Thermal Insulation that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations, Title 24, Part 12, Chapters 12-13, Article 3, “Standards for Insulating Material.”
A5.205.3.2 Installation of urea formaldehyde foam insulation. Urea formaldehyde foam insulation may be applied or installed only if:
A5.205.3.3 Flame spread rating. All insulating material shall be installed in compliance with the flame spread rating and smoke density requirements of the Title 24, Part 2, California Building Code.
A5.205.3.4 Installation of insulation in existing buildings. Insulation installed in an existing attic or on an existing duct or water heater, shall comply with the applicable requirements of Subsections A5.205.3.4.1, A5.205.3.4.2 and A5.205.3.4.3 below.
A5.205.3.4.1 Attics. If insulation is installed in the existing attic of a low-rise residential building, the R-value of the total amount of insulation (after addition of insulation to the amount, if any, already in the attic) shall be at least R-38 in climate zones 1 and 16; and R-30 in all other climate zones.
Exception: Where the accessible space in the attic is not large enough to accommodate the required R-value, the entire accessible space shall be filled with insulation provided such installation does not violate Section 1203.2 of Title 24, Part 2, California Building Code.
A5.205.3.4.2 Water heaters. If external insulation is installed on an existing unfired water storage tank or on an existing back-up tank for a solar water-heating system, it shall have an R-value of at least R-12 or the heat loss of the tank surface based on an 80°F water-air-temperature difference shall be less than 6.5 Btu per hour per square foot.
A5.205.3.4.3 Ducts. If insulation is installed on an existing space-conditioning duct, it shall comply with Section 605 of the CMC.
A5.205.3.5 Placement of roof/ceiling insulation. Insulation installed to limit heat loss and gain through the top of conditioned spaces shall comply with the following:
A5.205.3.5.1 Insulation shall be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in Section A5.205.2, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling; and
A5.205.3.5.2 When insulation is installed at the roof in nonresidential buildings, fixed vents or openings to the outdoors or to unconditioned spaces shall not be installed and the space between the ceiling and the roof is either directly or indirectly conditioned space and shall not be considered an attic for the purposes of complying with CBC attic ventilation requirements; and
A5.205.3.5.3 Insulation placed on top of a suspended ceiling with removable ceiling panels shall be deemed to have no affect on envelope heat loss; and
Exception: When there are conditioned spaces with a combined floor area no greater than 2,000 square feet in an otherwise unconditioned building and when the average height of the space between the ceiling and the roof over these spaces is greater than 12 feet, insulation placed in direct contact with a suspended ceiling with removable ceiling panels shall be an acceptable method of reducing heat loss from a conditioned space and shall be accounted for in heat loss calculations.
A5.205.3.5.4 Insulation shall be installed below the roofing membrane or layer used to seal the roof from water penetration unless the insulation has a maximum water absorption of 0.3 percent by volume when tested according to ASTM Standard C 272.
Note: Vents, which do not penetrate the roof deck, that are designed for wind resistance for roof membranes are not within the scope of Section A5.205.3.5.2.
A5.205.3.6 Demising walls in nonresidential buildings. The opaque portions of framed demising walls in nonresidential buildings shall be insulated with an installed R-value of no less than R-13 between framing members.
99A5.205.3.7 Insulation requirements for heated slab floors. Heated slab-on-grade floors shall be insulated according to the requirements in Table A5.205.3-A.
A5.205.3.7.1 Insulation materials in ground contact must:
A5.205.3.7.1.1 Comply with the certification requirements of Section A5.205.3.1 and
A5.205.3.7.1.2 Have a water absorption rate for the insulation material alone without facings that is no greater than 0.3 percent when tested in accordance with Test Method A – 24 Hour-Immersion of ASTM C 272.
A5.205.3.7.2 Insulation installation must:
A5.205.3.7.2.1 Cover the insulation with a solid guard that protects against damage from ultraviolet radiation, moisture, landscaping operation, equipment maintenance and wind; and
A5.205.3.7.2.2 Include a rigid plate, which penetrates the slab and blocks the insulation from acting as a conduit for insects from the ground to the structure above the foundation.
A5.205.3.8 Wet insulation systems. When insulation is installed on roofs above the roofing membrane or layer used to seal the roof from water penetration, the effective R-value of the insulation shall be as specified in Reference Joint Appendix JA4 of the California Energy Commission 2008 Building Energy Efficiency Standards for Residential and Nonresidential Buildings.
A5.205.3.9 Roofing products solar reflectance and thermal emittance.
A5.205.3.9.1 In order to meet the requirements of Sections 141,142, 143(a)1, 149(b)1B, 151(f)12, 152(b)1H or 152(b)2 of Title 24, Part 6, a roofing product’s thermal emittance and 3-year aged solar reflectance shall be certified and labeled according to the requirements of Section 10-113 of Title 24, Part 1.
Exception: Roofing products that are not certified according to Section 10-113 of Title 24, Part 1 shall assume the following default aged reflectance/emittance values:
A5.205.3.9.1.1 For asphalt shingles, 0.08/0.75
A5.205.3.9.1.2 For all other roofing products, 0.10/0.75
A5.205.3.9.2 If CRRC testing for 3-year aged reflectance is not available for any roofing products, the 3-year aged value shall be derived from the CRRC initial value using the equation Raged= [0.2 + 0.7[ρinitial–0.2], where ρinitial= the initial Solar Reflectance.
A5.205.3.9.3 Solar Reflectance Index (SRI), calculated as specified by ASTM E 1980-01, may be used as an alternative to thermal emittance and 3-year aged solar reflectance when complying with the requirements of Sections 141, 142, 143(a)1, 149(b)1B, 151(f)12, 152(b)1H or 152(b)2 of Title 24, Part 6. SRI calculations shall be based on moderate wind velocity of 2-6 meters per second. The SRI shall be calculated based on the 3-year aged reflectance value of the roofing products.
A5.205.3.9.4 Liquid applied roof coatings applied to low-sloped roofs in the field as the top surface of a roof covering shall:
A5.205.3.9.4.1 Be applied across the entire roof surface to meet the dry mil thickness or coverage recommended by the coating manufacturer, taking into consideration the substrate on which the coating is applied and
A5.205.3.9.4.2 Meet the minimum performance requirements listed in Table A5.205.3-B or the minimum performance requirements of ASTM C 836, D 3468, D 6083 or D 6694, whichever are appropriate to the coating material.
Exceptions:
- Aluminum-pigmented asphalt roof coatings shall meet the requirements of ASTM D 2824 or ASTM D 6848 and be installed as specified by ASTM D 3805.
- Cement-based roof coatings shall contain a minimum of 20 percent cement and shall meet the requirements of ASTM C 1583, ASTM D 822 and ASTM D 5870.
INSULATION LOCATION | INSULATION ORIENTATION | INSTALLATION REQUIREMENTS | CLIMATE ZONE | INSULATION R-FACTOR |
---|---|---|---|---|
Outside edge of heated slab, either inside or outside the foundation wall | Vertical | From the level of the top of the slab, down 16 inches or to the frost line, whichever is greater. Insulation may stop at the top of the footing where this is less than the required depth. For below grade slabs, vertical insulation shall be extended from the top of the foundation wall to the bottom of the foundation (or the top of the footing) or to the frost line, whichever is greater. | 1–15 | 5 |
16 | 10 | |||
Between heated slab and outside foundation wall | Vertical and Horizontal | Vertical insulation from top of slab at inside edge of outside wall down to the top of the horizontal insulation. Horizontal insulation from the outside edge of the vertical insulation extending 4 feet toward the center of the slab in a direction normal to the outside of the building in plan view. | 1–15 | 5 |
16 | 10 vertical and 7 horizontal |
PHYSICAL PROPERTY | ASTM TEST PROCEDURE | REQUIREMENT |
---|---|---|
1.Any cracking or checking visible to the eye fails the test procedure. | ||
Initial percent elongation (break) | D 2370 | Minimum 200 percent 73°F (23°C) |
Initial percent elongation (break)OR Initial flexibility | D 2370 D 522, Test B | Minimum 60 percent 0°F (-18°C) Minimum pass 1″ mandrel 0°F (-18°C) |
Initial tensile strength (maximum stress) | D 2370 | Minimum 100 psi (1.38Mpa) 73°F (23°C) |
Initial tensile strength (maximum stress OR Initial flexibility | D 2370 D 522, Test B | Minimum 200 psi (2.76 Mpa) 0°F (-18°C) Minimum pass 1″ mandrel 0°F (-18°C) |
Final percent elongation (break) after accelerated weathering 1000h | D 2370 | Minimum 100 percent 73°F (23°C) |
Final percent elongation (break) after accelerated weathering 1000 h OR Flexibility after accelerated weathering 1000 h | D 2370 | Minimum 40 percent 0°F (-18°C) Minimum pass 1″ mandrel 0°F (-18°C) |
Permeance | D 1653 | Maximum 50 perms |
Accelerated weathering 1000 h | D 4798 | No cracking or checking1 |
A5.207.1 Space-conditioning equipment certification by manufacturers. Any space-conditioning equipment listed in this section may be installed only if the manufacturer has certified that the equipment complies with all the applicable requirements of this section.
A5.207.1.1 Efficiency. Equipment shall meet the applicable requirements in Tables A5.207.1-A through A5.207.1-M, subject to the following:
Exception: Water-cooled centrifugal water-chilling packages that are not designed for operation at ARI Standard 550 test conditions of 44°F leaving chilled water temperature and 85°F entering condenser water temperature shall have a minimum full load COP rating as shown in Tables A5.207.1-H, A5.207.1-I and A5.207.1-J and a minimum NPLV rating as shown in Tables A5.207.1-K, A5.207.1-L and A5.207.1-M. The table values are only applicable over the following full load design ranges:
Leaving Chiller Water Temperature 40 to 48°F Entering Condenser Water Temperature 75 to 85°F Condensing Water Temperature Rise 5 to 15°F
A5.207.1.2 Controls for heat pumps with supplementary electric resistance heaters. Heat pumps with supplementary electric resistance heaters shall have controls:
A5.207.1.2.1 That prevent supplementary heater operation when the heating load can be met by the heat pump alone; and
A5.207.1.2.2 In which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.
Exceptions: The controls may allow supplementary heater operation during:
- Defrost; and
- Transient periods such as start-ups and following room thermostat setpoint advance, if the controls provide preferential rate control, intelligent recovery, staging, ramping or another control mechanism designed to preclude the unnecessary operation of supplementary heating.
A5.207.1.3 Thermostats. All unitary heating and/or cooling systems including heat pumps that are not controlled by a central energy management control system (EMCS) shall have a setback thermostat.
Exception: Gravity gas wall heaters, gravity floor heaters, gravity room heaters, noncentral electric heaters, fireplaces or decorative gas appliances, wood stoves, room air conditioners and room air-conditioner heat pumps need not comply with Section A5.207.1.2 Under performance method of compliance, the resulting increase in energy use due to elimination of the setback thermostat shall be factored into the compliance analysis in accordance with a method prescribed by the Executive Director.
A5.207.1.4 Gas-and oil-fired furnace standby loss controls. Gas-fired and oil-fired forced air furnaces with input ratings ≥ 225,000 Btu/h shall also have an intermittent ignition or interrupted device (IID) and have either power venting or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings ≥ 225,000 Btu/h, including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75 percent of the input rating.
EQUIPMENT TYPE | SIZE CATEGORY | EFFICIENCY1 | TEST PROCEDURE | |
---|---|---|---|---|
Before 1/1/2010 | After 1/1/2010 | |||
1. IPLVs are only applicable to equipment with capacity modulation. | ||||
2. Deduct 0.2 from the required EERs and IPLVs for units with a heating section other than electric resistance heat. | ||||
Air Conditioners, Air cooled | ≥65,000 Btu/h and < 135,000 Btu/h | 10.3 EER2 | 11.2 EER2 | ARI 340/360 |
≥135,000 Btu/h and < 240,000 Btu/h | 9.7 EER2 | 11.0 EER2 | ARI 340/360 | |
≥ 240,000 Btu/h and < 760,000 Btu/h | 9.5 EER2 and 9.7 IPLV2 | 10.0 EER2and 9.7 IPLV2 | ||
≥760,000 Btu/h | 9.2 EER2 and 9.4 IPLV2 | 9.7 EER2 and 9.4 IPLV2 | ||
Air conditioners, water and evaporatively cooled | ARI 210/240 | |||
> 240,000 Btu/h | 11.0 EER2 and 10.3 IPLV2 | ARI 340/360 | ||
Condensing Units, Air Cooled | ≥ 135,000 Btu/h | 10.1 EER and 11.2 IPLV | ARI 365 | |
Condensing units, water or evaporatively cooled | ≥ 135,000 Btu/h | 13.1 EER and 13.1 IPLV |
EQUIPMENT TYPE | SIZE CATEGORY | SUBCATEGORY OR RATING CONDITION | EFFICIENCY1 | TEST PROCEDURE | |
---|---|---|---|---|---|
Before 1/1/2010 | After 1/1/2010 | ||||
1. IPLVs and Part load rating conditions are applicable only to equipment with capacity modulation. | |||||
2. Deduct 0.2 from the required EERs and IPLVs for units with a heating section other than electric resistance heat. | |||||
Air cooled (cooling mode) | ≥ 65,000 Btu/h and < 135,000 Btu/h | Split system and single package | 10.1 EER2 | 11.0 | ARI 340/360 |
≥ 135,000 Btu/h and <240,000 Btu/h | 9.3 EER2 | 10.6 | |||
≥ 240,000 Btu/h | 9.0 EER2 and 9.2 IPLV2 | 9.5 EER2 and 9.2 IPLV2 | |||
Air cooled (heating mode) | ≥ 65,000 Btu/h and <135,000 Btu/h (Cooling capacity) | 47°F db/43°F wb outdoor air | 3.2 COP | 3.3 COP | ARI 210/240 |
≥135,000 Btu/h (Cooling capacity) | 47°F db/43°F wb outdoor air | 3.1 COP | 3.2 COP | ARI 340/360 |
EQUIPMENT TYPE | SIZE CATEGORY | SUBCATEGORY OR RATING CONDITION | EFFICIENCY | TEST PROCEDURE |
---|---|---|---|---|
Air-cooled gas engine heat pump (cooling mode) | All capacities | 95°F db Outdoor air | 0.60 COP | ANSI Z21.40.4 |
Air-cooled gas engine heat pump (cooling mode) | All capacities | 47°F wb Outdoor air | 0.72 COP | ANSIZ21.40.4 |
EQUIPMENT TYPE | SIZE CATEGORY | EFFICIENCY | TEST PROCEDURE | |
---|---|---|---|---|
1. Cap means the rated cooling capacity of the product in Btu/h. If the unit's capacity is less than 7,000 Btu/h, in the calculation. If the unit's capacity is greater than 15,000 Btu/h, use 15,000 Btu/h in the calculation. | ||||
2. Replacement units must be factory labeled as follows: MANUFACTURED FOR REPLACEMENT APPLICATIONS ONLY; NOT TO BE INSTALLED IN NEW CONSTRUCTION PROJECTS. Replacement efficiencies apply only to units with existing sleeves less than 16 inches high and less than 42 inches wide. | ||||
Air cooled, with condenser | < 150 Tons | 2.80 COP | ARI 550/590 | |
Electrically operated | ≥ 150 Tons | 3.05 IPLV | ||
Air cooled, without condenser | All Capacities | 3.10 COP | ||
Electrically operated | 3.45 IPLV | |||
Water cooled, electrically operated, positive displacement | All Capacities | 4.20 COP | ARI 550/590 | |
(Reciprocating) | 5.05 IPLV | |||
Water cooled, | <150 Tons | 4.45 COP | ARI 550/590 | |
5.20 IPLV | ||||
Electrically operated, | ≥ 150 Tons and | 4.90 COP | ||
Positive displacement | < 300 Tons ≥ 300 Tons | 5.60 IPLV | ||
5.50 COP | ||||
(Rotary screw and scroll) | 6.15 IPLV | |||
Water cooled, electrically operated, centrifugal | < 150 Tons | 5.00 COP | ARI 550/590 | |
5.25 IPLV | ||||
≥ 150 Tons and < 300 Tons | 5.55 COP | |||
5.90 IPLV | ||||
≥ 300 Tons | 6.10 COP | |||
6.40 IPLV | ||||
Air cooled absorption, single effect | All Capacities | 0.60 COP | ARI 560 | |
Water cooled absorption, single effect | All Capacities | 0.70 COP | ||
Absorption double effect, indirect-fired | All Capacities | 1.00 COP 1.05 IPLV | ||
Absorption double effect, direct-fired | All Capacities | 1.00 COP | ||
1.00 IPLV | ||||
Water cooled gas engine driven chiller | All Capacities | 1.2 COP 2.0 IPLV | ANSIZ21.40.4 |
EQUIPMENT TYPE | SIZE CATEGORY (Input) | SUBCATEGORY OR RATING CONDITION | EFFICIENCY1 | TEST PROCEDURE |
---|---|---|---|---|
PTAC (cooling mode) new construction | All Capacities | 95°F db outdoor air | 12.5 − (0.213 × Cap/1000)1EER | ARI 310/380 |
PTAC (cooling mode) replacements2 | 10.9 − (0.213 × Cap/1000)1ERR | |||
PTHP (cooling mode) new construction | 12.3 − (0.213 × Cap/1000)1EER | |||
PTHP (cooling mode) replacements2 | 10.8 − (0.213 × Cap/1000)1EER | |||
PTHP (heating mode) new construction | 3.2 − (0.026 × Cap/1000)1COP | |||
PTHP (heating mode) replacements2 | 2.9 − (0.026 × Cap/1000)1COP | |||
SPVAC (cooling mode) | <65,000 Btu/h | 95°F db/75°F wb outdoor air | 9.0 EER | ARI 390 |
>=65,000 Btu/h and <135,000 Btu/h | 8.9 EER | |||
>=135,000 Btu/h and <240,000 Btu/h | 8.6 EER | |||
SPVHP (cooling mode) | < 65,000 Btu/h | 9.0 EER | ||
>= 65,000 Btu/h and <135,000 Btu/h | 8.9 EER | |||
>=135,000 Btu/h and <240,000 Btu/h | 8.6 EER | |||
SPVHP (heating mode) | <65,000 Btu/h | 47°F db/43°F wb outdoor air | 3.0 COP | |
> =65,000 Btu/h and <135,000 Btu/h | 3.0 COP | |||
>=135,000 Btu/h and <240,000 Btu/h | 2.9 COP |
EQUIPMENT TYPE | TOTAL SYSTEM HEAT REJECTION CAPACITY AT RATED CONDITIONS | SUBCATEGORY OR RATING CONDITION | PERFORMANCE REQUIRED1,2 | TEST PROCEDURE3 |
---|---|---|---|---|
1. For purposes of this table, open cooling tower performance is defined as the maximum flow rating of the tower divided by the fan nameplate rated motor power. | ||||
2. For purposes of this table air-cooled condenser performance is defined as the heat rejected from the refrigerant divided by the fan nameplate rated motor power. | ||||
3. Open cooling towers shall be tested using the test procedures in CTI ATC-105. Performance of factory assembled open cooling towers shall be either certified as base model as specified in CTI certified base model for the purpose of safe maintenance or to reduce environmental or noise impact shall be rated at 90 percent of the CTI certified performance of the associated base model or at the manufacturer's stated performance, whichever is less. Base models of open factory assembled cooling towers are open cooling towers configured in exact accordance with the Data of Record submitted to CTI as specified by CTI STD-201. There are no certification requirements for field erected cooling towers. | ||||
4. The efficiencies for open cooling towers listed in Table A5.207.1-G are not applicable for closed-circuit cooling towers. | ||||
Propeller or axial fan open cooling towers | All | 95°F entering water | ≥ 38.2 gpm/hp | CTI ATC-105 |
85°F leaving water | and | |||
75°F wb outdoor air | CTI STD-201 | |||
Centrifugal fan open cooling towers | All | 95°F entering water | ≥ 20.0 gpm/hp | CTI STD-105 |
85°F leaving water | and | |||
75°F wb outdoor air | CTI STD-201 | |||
Air cooled condensers | All | 125°F condensing temperature | ≥ 176,000 Btu/h.hp | ARI 460 |
R22 test fluid | ||||
190°F entering gas temperature | ||||
15°F subcooling | ||||
95°F entering drybulb |
CENTRIFUGAL CHILLERS < 150 Tons COP std=5.0 | ||||||||
---|---|---|---|---|---|---|---|---|
CONDENSER FLOW RATE | ||||||||
2 gpm/ton | 2.5 gpm/ton | 3 gpm/ton | 4 gpm/ton | 5 gpm/ton | 6 gpm/ton | |||
Leaving Chilled Water Temperature (°F) | Entering Condenser Water Temperature (°F) | LIFT1(°F) | Required COP | |||||
1. LIFT=Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F) | ||||||||
2. Condenser DT=Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F) Kadj=6.1507 − 0.30244(x)+0.0062692(x)2− 0.000045595(x)3 where x=Condenser DT + LIFT COPadj=Kadj * COPstd | ||||||||
46 | 75 | 29 | 5.58 | 5.83 | 6.03 | 6.32 | 6.54 | 6.70 |
45 | 75 | 30 | 5.50 | 5.74 | 5.92 | 6.19 | 6.38 | 6.53 |
44 | 75 | 31 | 5.42 | 5.65 | 5.82 | 6.07 | 6.24 | 6.37 |
43 | 75 | 32 | 5.35 | 5.57 | 5.72 | 5.95 | 6.11 | 6.23 |
42 | 75 | 33 | 5.27 | 5.49 | 5.64 | 5.85 | 6.00 | 6.11 |
41 | 75 | 34 | 5.19 | 5.41 | 5.56 | 5.75 | 5.89 | 5.99 |
46 | 80 | 34 | 5.19 | 5.41 | 5.56 | 5.75 | 5.89 | 5.99 |
40 | 75 | 35 | 5.11 | 5.33 | 5.48 | 5.67 | 5.79 | 5.88 |
45 | 80 | 35 | 5.11 | 5.33 | 5.48 | 5.67 | 5.79 | 5.88 |
44 | 80 | 36 | 5.03 | 5.26 | 5.40 | 5.58 | 5.70 | 5.79 |
43 | 80 | 37 | 4.94 | 5.18 | 5.32 | 5.50 | 5.62 | 5.70 |
42 | 80 | 38 | 4.84 | 5.10 | 5.25 | 5.43 | 5.53 | 5.61 |
41 | 80 | 39 | 4.73 | 5.01 | 5.17 | 5.35 | 5.46 | 5.53 |
46 | 85 | 39 | 4.73 | 5.01 | 5.17 | 5.35 | 5.46 | 5.53 |
40 | 80 | 40 | 4.62 | 4.92 | 5.09 | 5.27 | 5.38 | 5.45 |
45 | 85 | 40 | 4.62 | 4.92 | 5.09 | 5.27 | 5.38 | 5.45 |
44 | 85 | 41 | 4.49 | 4.82 | 5.00 | 5.20 | 5.30 | 5.38 |
43 | 85 | 42 | 4.35 | 4.71 | 4.91 | 5.12 | 5.23 | 5.30 |
42 | 85 | 43 | 4.19 | 4.59 | 4.81 | 5.03 | 5.15 | 5.22 |
41 | 85 | 44 | 4.02 | 4.46 | 4.70 | 4.94 | 5.06 | 5.14 |
40 | 85 | 45 | 3.84 | 4.32 | 4.58 | 4.84 | 4.98 | 5.06 |
Condenser DT2 | 14.04 | 11.23 | 9.36 | 7.02 | 5.62 | 4.68 |
CENTRIFUGAL CHILLERS >150 Tons, <300 Tons COPstd=5.55 | ||||||||
---|---|---|---|---|---|---|---|---|
CONDENSER FLOW RATE | ||||||||
2 gpm/ton | 2.5 gpm/ton | 3 gpm/ton | 4 gpm/ton | 5 gpm/ton | 6 gpm/ton | |||
Leaving Chilled Water Temperature (°F) | Entering Condenser Water Temperature (°F) | LIFT1 (°F) | Required COP | |||||
1.LIFT = Entering Condenser Water Temperature (°F) − Leaving Chilled Water Temperature(°F) | ||||||||
2.Condenser DT = Leaving Condenser Water Temperature(°F) − Entering Condenser Water Temperature (°F) Kadj= 6.1507 − 0.30244(×) + 0.0062692(×)2 − 0.000045595(×)3 Where × = Condenser DT+LIFT COPadj=Kadj * COPstd | ||||||||
46 | 75 | 29 | 6.17 | 6.44 | 6.66 | 6.99 | 7.23 | 7.40 |
45 | 75 | 30 | 6.08 | 6.34 | 6.54 | 6.84 | 7.06 | 7.22 |
44 | 75 | 31 | 6.00 | 6.24 | 6.43 | 6.71 | 6.9 | 7.05 |
43 | 75 | 32 | 5.91 | 6.15 | 6.33 | 6.58 | 6.76 | 6.89 |
42 | 75 | 33 | 5.83 | 6.07 | 6.23 | 6.47 | 6.63 | 6.75 |
41 | 75 | 34 | 5.74 | 5.98 | 6.14 | 6.36 | 6.51 | 6.62 |
46 | 80 | 34 | 5.74 | 5.98 | 6.14 | 6.36 | 6.51 | 6.62 |
40 | 75 | 35 | 5.65 | 5.90 | 6.05 | 6.26 | 6.40 | 6.51 |
45 | 80 | 35 | 5.65 | 5.90 | 6.05 | 6.26 | 6.40 | 6.51 |
44 | 80 | 36 | 5.56 | 5.81 | 5.97 | 6.17 | 6.30 | 6.40 |
43 | 80 | 37 | 5.46 | 5.73 | 5.89 | 6.08 | 6.21 | 6.30 |
42 | 80 | 38 | 5.35 | 5.64 | 5.80 | 6.00 | 6.12 | 6.20 |
41 | 80 | 39 | 5.23 | 5.54 | 5.71 | 5.91 | 6.03 | 6.11 |
46 | 85 | 39 | 5.23 | 5.54 | 5.71 | 5.91 | 6.03 | 6.11 |
40 | 80 | 40 | 5.10 | 5.44 | 5.62 | 5.83 | 5.95 | 6.03 |
45 | 85 | 40 | 5.10 | 5.44 | 5.62 | 5.83 | 5.95 | 6.03 |
44 | 85 | 41 | 4.96 | 5.33 | 5.55 | 5.74 | 5.86 | 5.94 |
43 | 85 | 42 | 4.81 | 5.21 | 5.42 | 5.66 | 5.78 | 5.86 |
42 | 85 | 43 | 4.63 | 5.08 | 5.31 | 5.56 | 5.69 | 5.77 |
41 | 85 | 44 | 4.45 | 4.93 | 5.19 | 5.46 | 5.60 | 5.69 |
40 | 85 | 45 | 4.24 | 4.77 | 5.06 | 5.35 | 5.50 | 5.59 |
Condenser DT2 | 14.04 | 11.23 | 9.36 | 7.02 | 5.62 | 4.68 |
CENTRIFUGAL CHILLERS > 300 TONS COPstd=6.1 | ||||||||
---|---|---|---|---|---|---|---|---|
CONDENSER FLOW RATE | ||||||||
2 gpm/ton | 2.5 gpm/ton | 3 gpm/ton | 4 gpm/ton | 5 gpm/ton | 6 gpm/ton | |||
Leaving Chilled Water Temperature (°F) | Entering Condenser Water Temperature (°F) | LIFT1 (°F) | Required COP | |||||
1.LIFT=Entering Condenser Water Temperature (°F) − Leaving Chilled Water Temperature(°F) | ||||||||
2.Condenser DT=Leaving Condenser Water Temperature (°F) − Entering Condenser Water Temperature(°F) Kadj=6.1507-0.30244(×)+0.0062692(×)2-0.000045595(×)3 where × = Condenser DT+LIFT COPadj = Kadj*COPstd | ||||||||
46 | 75 | 29 | 6.80 | 7.11 | 7.35 | 7.71 | 7.97 | 8.16 |
45 | 75 | 30 | 6.71 | 6.99 | 7.21 | 7.55 | 7.78 | 7.96 |
44 | 75 | 31 | 6.61 | 6.89 | 7.09 | 7.40 | 7.61 | 7.77 |
43 | 75 | 32 | 6.52 | 6.79 | 6.98 | 7.26 | 7.45 | 7.60 |
42 | 75 | 33 | 6.43 | 6.69 | 6.87 | 7.13 | 7.31 | 7.44 |
41 | 75 | 34 | 6.33 | 6.60 | 6.77 | 7.02 | 7.18 | 7.30 |
46 | 80 | 34 | 6.33 | 6.60 | 6.77 | 7.02 | 7.18 | 7.30 |
40 | 75 | 35 | 6.23 | 6.50 | 6.68 | 6.91 | 7.06 | 7.17 |
45 | 80 | 35 | 6.23 | 6.50 | 6.68 | 6.91 | 7.06 | 7.17 |
44 | 80 | 36 | 6.13 | 6.41 | 6.58 | 6.81 | 6.95 | 7.05 |
43 | 80 | 37 | 6.02 | 6.31 | 6.49 | 6.71 | 6.85 | 6.94 |
42 | 80 | 38 | 5.90 | 6.21 | 6.40 | 6.61 | 6.75 | 6.84 |
41 | 80 | 39 | 5.77 | 6.11 | 6.30 | 6.52 | 6.65 | 6.74 |
46 | 85 | 39 | 5.77 | 6.11 | 6.30 | 6.52 | 6.65 | 6.74 |
40 | 80 | 40 | 5.63 | 6.00 | 6.20 | 6.43 | 6.56 | 6.65 |
45 | 85 | 40 | 5.63 | 6.00 | 6.20 | 6.43 | 6.56 | 6.65 |
44 | 85 | 41 | 5.47 | 5.87 | 6.10 | 6.33 | 6.47 | 6.55 |
43 | 85 | 42 | 5.30 | 5.74 | 5.98 | 6.24 | 6.37 | 6.46 |
42 | 85 | 43 | 5.11 | 5.60 | 5.86 | 6.13 | 6.28 | 6.37 |
41 | 85 | 44 | 4.90 | 5.44 | 5.72 | 6.02 | 6.17 | 6.27 |
40 | 85 | 45 | 4.68 | 5.26 | 5.58 | 5.90 | 6.07 | 6.17 |
Condenser DT2 | 14.04 | 11.23 | 9.36 | 7.02 | 5.62 | 4.68 |
CENTRIFUGAL CHILLERS < 150 Tons IPLVstd=5.25 | ||||||||
---|---|---|---|---|---|---|---|---|
Condenser Flow Rate | ||||||||
2gpm/ton | 2.5 gpm/ton | 3 gpm/ton | 4 gpm/ton | 5 gpm/ton | 6 gpm/ton | |||
Leaving Chilled water Temperature(°F) | Entering Condenser Water Temperature (°F) | LIFT1(°F) | Required IPLV/NPLV | |||||
1.LIFT=Entering Condenser Water Temperature (°F) − Leaving Chilled Water Temperature (°F) | ||||||||
2.Condenser DT=Leaving Condenser Water Temperature (°F) − Entering Condenser Water Temperature(°F) | ||||||||
3.All values shown are NPLV except at conditions of 3 gpm/ton and °F LIFT which is IPLV. Kadj=6.1507 − 0.30244(×)+0.0062692(×)2 − 0.000045595(×)3 where ×= Condenser DT+LIFT COPadj= Kadj*COPstd | ||||||||
46 | 75 | 29 | 5.84 | 6.10 | 6.30 | 6.61 | 6.84 | 7.00 |
45 | 75 | 30 | 5.75 | 6.00 | 6.19 | 6.47 | 6.68 | 6.83 |
44 | 75 | 31 | 5.67 | 5.91 | 6.08 | 6.34 | 6.53 | 6.67 |
43 | 75 | 32 | 5.59 | 5.82 | 5.99 | 6.23 | 6.39 | 6.52 |
42 | 75 | 33 | 5.51 | 5.74 | 5.90 | 6.12 | 6.27 | 6.39 |
41 | 75 | 34 | 5.43 | 5.66 | 5.81 | 6.02 | 6.16 | 6.26 |
46 | 80 | 34 | 5.43 | 5.66 | 5.81 | 6.02 | 6.16 | 6.26 |
40 | 75 | 35 | 5.35 | 5.58 | 5.73 | 5.93 | 6.06 | 6.15 |
45 | 80 | 35 | 5.35 | 5.58 | 5.73 | 5.93 | 6.06 | 6.15 |
44 | 80 | 36 | 5.26 | 5.50 | 5.65 | 5.84 | 5.96 | 6.05 |
43 | 80 | 37 | 5.16 | 5.42 | 5.57 | 5.76 | 5.87 | 5.96 |
42 | 80 | 38 | 5.06 | 5.33 | 5.49 | 5.67 | 5.79 | 5.87 |
41 | 80 | 39 | 4.95 | 5.24 | 5.41 | 5.60 | 5.71 | 5.78 |
46 | 85 | 39 | 4.95 | 5.24 | 5.41 | 5.60 | 5.71 | 5.78 |
40 | 80 | 40 | 4.83 | 5.14 | 5.32 | 5.52 | 5.63 | 5.70 |
45 | 85 | 40 | 4.83 | 5.14 | 5.32 | 5.52 | 5.63 | 5.70 |
44 | 85 | 41 | 4.69 | 5.04 | 5.253 | 5.43 | 5.55 | 5.62 |
43 | 85 | 42 | 4.55 | 4.93 | 5.13 | 5.35 | 5.47 | 5.54 |
42 | 85 | 43 | 4.38 | 4.80 | 5.03 | 5.26 | 5.38 | 5.46 |
41 | 85 | 44 | 4.21 | 4.67 | 4.91 | 5.17 | 5.30 | 5.38 |
40 | 85 | 45 | 4.01 | 4.52 | 4.79 | 5.06 | 5.20 | 5.29 |
Condenser DT2 | 14.04 | 11.23 | 9.36 | 7.02 | 5.62 | 4.68 |
CENTRIFUGAL CHILLERS > 150 TONS, < 300 TONS IPLVstd=5.9 | ||||||||
---|---|---|---|---|---|---|---|---|
Condenser Flow Rate | ||||||||
2 gpm/ton | 2.5 gpm/ton | 3 gpm/ton | 4 gpm/ton | 5 gpm/ton | 6 gpm/ton | |||
Leaving Chilled Water Temperature (°F) | Entering Condenser Water Temperature(°F) | LIFT1(°F) | Required IPLV/NPLV | |||||
1.LIFT= Entering Condenser Water Temperature (°F) − Leaving Chilled Water Temperature (°F) | ||||||||
2.Condenser DT=Leaving Condenser Water Temperature (°F)-Entering Condenser Water Temperature (°F) | ||||||||
3.All values shown are NPLV except at conditions of 3 gpm/ton and °F LIFT which is IPLV. Kadj = 6.1507-0.30244(×)+0.0062692(×)2-0.000045595(×)3 where × = Condenser DT+LIFT COPadj= Kadj*COPstd | ||||||||
46 | 75 | 29 | 6.58 | 6.87 | 7.11 | 7.46 | 7.71 | 7.90 |
45 | 75 | 30 | 6.49 | 6.76 | 6.98 | 7.30 | 7.53 | 7.70 |
44 | 75 | 31 | 6.40 | 6.66 | 6.86 | 7.15 | 7.36 | 7.52 |
43 | 75 | 32 | 6.31 | 6.56 | 6.75 | 7.02 | 7.21 | 7.35 |
42 | 75 | 33 | 6.22 | 6.47 | 6.65 | 6.90 | 7.07 | 7.20 |
41 | 75 | 34 | 6.13 | 6.38 | 6.55 | 6.79 | 6.95 | 7.06 |
46 | 80 | 34 | 6.13 | 6.38 | 6.55 | 6.79 | 6.95 | 7.06 |
40 | 75 | 35 | 6.03 | 6.29 | 6.46 | 6.68 | 6.83 | 6.94 |
45 | 80 | 35 | 6.03 | 6.29 | 6.46 | 6.68 | 6.83 | 6.94 |
44 | 80 | 36 | 5.93 | 6.20 | 6.37 | 6.58 | 6.72 | 6.82 |
43 | 80 | 37 | 5.82 | 6.11 | 6.28 | 6.40 | 6.53 | 6.72 |
42 | 80 | 38 | 5.71 | 6.01 | 6.19 | 6.40 | 6.53 | 6.62 |
41 | 80 | 39 | 5.58 | 5.91 | 6.10 | 6.31 | 6.44 | 6.52 |
46 | 85 | 39 | 5.58 | 5.91 | 6.10 | 6.31 | 6.44 | 6.52 |
40 | 80 | 40 | 5.44 | 5.80 | 6.00 | 6.22 | 6.35 | 6.43 |
45 | 85 | 40 | 5.44 | 5.80 | 6.00 | 6.22 | 6.35 | 6.43 |
44 | 85 | 41 | 5.29 | 5.68 | 5.903 | 6.13 | 6.26 | 6.34 |
43 | 85 | 42 | 5.13 | 5.55 | 5.79 | 6.03 | 6.16 | 6.25 |
42 | 85 | 43 | 4.94 | 5.41 | 5.67 | 5.93 | 6.07 | 6.16 |
41 | 85 | 44 | 4.74 | 5.26 | 5.54 | 5.82 | 5.97 | 6.07 |
40 | 85 | 45 | 4.52 | 5.09 | 5.40 | 5.71 | 5.87 | 5.97 |
Condenser DT2 | 14.04 | 11.23 | 9.36 | 7.02 | 5.62 | 4.68 |
CENTRIFUGAL CHILLERS > 300 TONS IPLVstd=6.4 | ||||||||
---|---|---|---|---|---|---|---|---|
CONDENSER FLOW RATE | ||||||||
2 gpm/ton | 2.5 gpm/ton | 3 gpm/ton | 4 gpm/ton | 5 gpm/ton | 6 gpm/ton | |||
Leaving Chilled Water Temperature (°F) | Entering Condenser Water Temperature (°F) | LIFT1 (°F) | Required IPLV/NPLV | |||||
1. LIFT = Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F) | ||||||||
2. Condenser DT = Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F) | ||||||||
3. All values shown are NPLV except at conditions of 3 gpm/ton and °F LIFT which is IPLV. Kadj=6.1507–0.30244(×)+0.0062692(×)2–0.000045595(×)3 where X=Condenser DT + LIFT COPadj = Kadj *COPstd | ||||||||
46 | 75 | 29 | 7.15 | 7.47 | 7.72 | 8.10 | 8.37 | 8.58 |
45 | 75 | 30 | 7.05 | 7.35 | 7.58 | 7.93 | 8.18 | 8.36 |
44 | 75 | 31 | 6.95 | 7.23 | 7.45 | 7.77 | 8.00 | 8.16 |
43 | 75 | 32 | 6.85 | 7.13 | 7.33 | 7.63 | 7.83 | 7.98 |
42 | 75 | 33 | 6.75 | 7.03 | 7.22 | 7.49 | 7.68 | 7.82 |
41 | 75 | 34 | 6.65 | 6.93 | 7.12 | 7.37 | 7.55 | 7.67 |
46 | 80 | 34 | 6.65 | 6.93 | 7.12 | 7.37 | 7.55 | 7.67 |
40 | 75 | 35 | 6.55 | 6.83 | 7.01 | 7.26 | 7.42 | 7.54 |
45 | 80 | 35 | 6.55 | 6.83 | 7.01 | 7.26 | 7.42 | 7.54 |
44 | 80 | 36 | 6.44 | 6.73 | 6.92 | 7.15 | 7.30 | 7.41 |
43 | 80 | 37 | 6.32 | 6.63 | 6.82 | 7.05 | 7.19 | 7.30 |
42 | 80 | 38 | 6.20 | 6.53 | 6.72 | 6.95 | 7.09 | 7.19 |
41 | 80 | 39 | 6.06 | 6.42 | 6.62 | 6.85 | 6.99 | 7.08 |
46 | 85 | 39 | 6.06 | 6.42 | 6.62 | 6.85 | 6.99 | 7.08 |
40 | 80 | 40 | 5.91 | 6.30 | 6.52 | 6.76 | 6.89 | 6.98 |
45 | 85 | 40 | 5.91 | 6.30 | 6.52 | 6.76 | 6.89 | 6.98 |
44 | 85 | 41 | 5.75 | 6.17 | 6.403 | 6.66 | 6.79 | 6.89 |
43 | 85 | 42 | 5.57 | 6.03 | 6.28 | 6.55 | 6.70 | 6.79 |
42 | 85 | 43 | 5.37 | 5.88 | 6.16 | 6.44 | 6.59 | 6.69 |
41 | 85 | 44 | 5.15 | 5.71 | 6.01 | 6.33 | 6.49 | 6.59 |
40 | 85 | 45 | 4.91 | 5.53 | 5.86 | 6.20 | 6.37 | 6.48 |
Condenser DT2 | 14.04 | 11.23 | 9.36 | 7.02 | 5.62 | 4.68 |
A5.207.2 Space conditioning systems. A building complies with this section by being designed with and having constructed and installed a space-conditioning system that meets the requirements of Subsections A5.207.2.1 through A5.207.2.6.
A5.207.2.1 Supply-air temperature reset controls. Mechanical space-conditioning systems supplying heated or cooled air to multiple zones shall include controls that automatically reset supply-air temperatures:
Air distribution systems serving zones that are likely to have constant loads, such as interior zones shall be designed for the air flows resulting from the fully reset supply-air temperature.
Exceptions:
- Systems that meet the requirements of Section 144(d) of Title 24, Part 6, without using Exception 1 or 2 to that section.
- Where supply-air temperature reset would increase overall building energy use.
- Zones in which specific humidity levels are required to satisfy process needs.
A5.207.2.2 Electric resistance heating. Electric resistance heating systems shall not be used for space heating.
Exceptions:
- Where an electric-resistance heating system supplements a heating system in which at least 60 percent of the annual energy requirement is supplied by site-solar or recovered energy.
- Where the total capacity of all electric-resistance heating systems serving the entire building is less than 10 percent of the total design output capacity of all heating equipment serving the entire building.
- Where an electric resistance heating system serves an entire building that is not a high-rise residential or hotel/motel building; and has a conditioned floor area no greater than 5,000 square feet; and has no mechanical cooling; and is in an area where natural gas is not currently available and an extension of a natural gas system is impractical, as determined by the natural gas utility.
A5.207.2.3 Heat rejection systems
A5.207.2.3.1 General. Subsection A5.207.2.3 applies to heat rejection equipment used in comfort cooling systems such as air-cooled condensers, open cooling towers, closed-circuit cooling towers and evaporative condensers.
A5.207.2.3.2 Fan speed control. Each fan powered by a motor of 7.5 hp (5.6 kW) or larger shall have the capability to operate that fan at 2/3 of full speed or less and shall have controls that automatically change the fan speed to control the leaving fluid temperature or condensing temperature/pressure of the heat rejection device.
Exceptions:
- Heat rejection devices included as an integral part of the equipment listed in Tables A5.207.1-A through A5.207.1-E.
- Condenser fans serving multiple refrigerant circuits.
- Condenser fans serving multiple refrigerant circuits.
- Up to 1/3 of the fans on a condenser or tower with multiple fans where the lead fans comply with the speed control requirement.
A5.207.2.3.3 Tower flow turndown. Open cooling towers configured with multiple condenser water pumps shall be designed so that all cells can be run in parallel with the larger of:
A5.207.2.3.4 Limitation on centrifugal fan cooling towers. Open cooling towers with a combined rated capacity of 900 gpm and greater at 95°F condenser water return, 85°F condenser water supply and 75°F outdoor wet-bulb temperature shall use propeller fans and shall not use centrifugal fans.
Exceptions:
- Cooling towers that are ducted (inlet or discharge) or have an external sound trap that requires external static pressure capability.
- Cooling towers that meet the energy efficiency requirement for propeller fan towers in Section A5.207.1, Table A5.207.1-G.
A5.207.2.4 Hydronic system measures
A5.207.2.4.1 Hydronic variable flow systems. HVAC chilled and hot water pumping shall be designed for variable fluid flow and shall be capable of reducing pump flow rates to no more than the larger of: a) 50 percent or less of the design flow rate; or b) the minimum flow required by the equipment manufacturer for the proper operation of equipment served by the system.
Exceptions:
- Systems that include no more than three control valves.
- Systems having a total pump system power less than or equal to 1½ HP.
A5.207.2.4.2 Chiller isolation. When a chilled water plant includes more than one chiller, provisions shall be made so that flow through any chiller is automatically shut off when that chiller is shut off while still maintaining flow through other operating chiller(s). Chillers that are piped in series for the purpose of increased temperature differential shall be considered as one chiller.
A5.207.2.4.3 Boiler isolation. When a hot water plant includes more than one boiler, provisions shall be made so that flow through any boiler is automatically shut off when that boiler is shut off while still maintaining flow through other operating boiler(s).
A5.207.2.4.4 Chilled and hot water temperature reset controls. Chilled and hot water systems with a design capacity exceeding 500,000 Btu/hr supplying chilled or heated water (or both) shall include controls that automatically reset supply water temperatures as a function of representative building loads or outside air temperature.
Exception: Hydronic systems that use variable flow to reduce pumping energy in accordance with Section A5.207.2.4.1.
A5.207.2.4.5 Water-cooled air conditioner and hydronic heat pump systems. Water circulation systems serving water-cooled air conditioners, hydronic heat pumps or both that have total pump system power exceeding 5 hp shall have flow controls that meet the requirements of Section A5.207.2.4.6. Each air conditioner or heat pump shall have a two-position automatic valve interlocked to shut off water flow when the compressor is off.
A5.207.2.4.6 Variable flow controls.
A5.207.2.4.6.1 Variable speed drives. Individual pumps serving variable flow systems and having a motor horsepower exceeding 5 hp shall have controls and/or devices (such as variable speed control) that will result in pump motor demand of no more than 30 percent of design wattage at 50 percent of design water flow. The pumps shall be controlled as a function of required differential pressure.
A5.207.2.4.6.2 Pressure sensor location and setpoint.
Exceptions:
- Heating hot water systems.
- Condenser water systems serving only water-cooled chillers.
A5.207.2.4.7 Hydronic heat pump (WLHP) controls. Hydronic heat pumps connected to a common heat pump water loop with central devices for heat rejection and heat addition shall have controls that are capable of providing a heat pump water supply temperature dead band of at least 20°F between initiation of heat rejection and heat addition by the central devices.
Exception: Where a system loop temperature optimization controller is used to determine the most efficient operating temperature based on real-time conditions of demand and capacity, dead bands of less than 20°F shall be allowed.
A5.207.2.5 Air distribution system duct leakage sealing. All duct systems shall be sealed to a leakage rate not to exceed 6 percent of the fan flow if the duct system:
A5.207.2.5.1 Is connected to a constant volume, single zone, air conditioners, heat pumps or furnaces; and
A5.207.2.5.2 Serves less than 5,000 square feet of floor area; and
A5.207.2.5.3 Has more than 25 percent duct surface area located in one or more of the following spaces:
Exception: Where the roof meets the requirements of Section 143(a) 1C of Title 24, Part 6.
The leakage rate shall be confirmed through field verification and diagnostic testing, in accordance with procedures set forth in the Reference Nonresidential Appendix NA1 of the California Energy Commission 2008 Building Energy Efficiency Standards for Residential and Nonresidential Buildings.
A5.207.2.6 Variable air volume control for single zone systems. Effective January 1, 2012, all unitary air conditioning equipment and air-handling units with mechanical cooling capacity at ARI conditions greater than or equal to 110,000 Btu/hr that serve single zones shall be designed for variable supply air volume with their supply fans controlled by two-speed motors, variable speed drives or equipment that has been demonstrated to the Executive Director to use no more energy. The supply fan controls shall modulate down to a minimum of 2/3 of the full fan speed or lower at low cooling demand.
A5.207.3 Service water-heating systems and equipment.
A5.207.3.1 Certification by manufacturers. Any service water-heating system or equipment may be installed only if the manufacturer has certified that the system or equipment complies with all of the requirements of this subsection for that system or equipment.
A5.207.3.1.1 Temperature controls for service water-heating systems. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest
113acceptable temperature settings for the intended use as listed in Table 2, Chapter 9 of the ASHRAE Handbook, HVAC Applications Volume.
A5.207.3.2 Efficiency. Equipment shall meet the applicable requirements of the Appliance Efficiency Regulations as required by Section A5.210.1, subject to the following:
A5.207.3.3 Installation. Any service water-heating system or equipment may be installed only if the system or equipment complies with all of the applicable requirements of this subsection for the system or equipment.
A5.207.3.3.1 Outlet temperature controls. On systems that have a total capacity greater than 167,000 Btu/hr, outlets that require higher than service water temperatures as listed in the ASHRAE Handbook, Applications Volume, shall have separate remote heaters, heat exchangers or boosters to supply the outlet with the higher temperature.
A5.207.3.3.2 Temperature controls for public lavatories. The controls shall limit the outlet temperature to 110°F.
A5.207.3.3.3 Insulation. Unfired service water heater storage tanks and backup tanks for solar water-heating systems shall have:
A5.207.3.3.4 Service water heaters in state buildings. Any newly constructed building constructed by the State shall derive its service water heating from a system that provides at least 60 percent of the energy needed for service water heating from site solar energy or recovered energy.
Exception: Buildings for which the state architect determines that service water heating from site solar energy or recovered energy is economically or physically infeasible.
A5.207.4 Natural gas central furnaces, cooking equipment and pool and spa heaters: Pilot lights prohibited.
Any natural gas system or equipment listed below may be installed only if it does not have a continuously burning pilot light:
Exception: Household cooking appliances without an electrical supply voltage connection and in which each pilot consumes less than 150 Btu/hr
A5.207.5 Controls for space-conditioning systems. Space-conditioning systems shall be installed with controls that comply with the applicable requirements of Subsections A5.207.5.1 through A5.207.5.5.
A5.207.5.1 Thermostatic controls for each zone. The supply of heating and cooling energy to each space-conditioning zone or dwelling unit shall be controlled by an individual thermostatic control that responds to temperature within the zone and that meets the applicable requirements of Section A5.207.5.2.
Exception: An independent perimeter heating or cooling system may serve more than one zone without individual thermostatic controls if:
A5.207.5.2 Criteria for zonal thermostatic controls. The individual thermostatic controls required by Section A5.207.5.1 shall meet the following requirements as applicable:
114Exception: Systems with thermostats that require manual changeover between heating and cooling modes.
Exception: Systems serving zones that must have constant temperatures to prevent degradation of materials, a process, plants or animals.
A5.207.5.3 Heat pump controls. All heat pumps with supplementary electric resistance heaters shall be installed with controls that comply with Section A5.207.1.2.
A5.207.5.4. Dampers for air supply and exhaust equipment. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close upon fan shutdown.
Exceptions:
- Where it can be demonstrated to the satisfaction of the enforcing agency that the equipment serves an area that must operate continuously.
- Gravity and other nonelectrical equipment that has readily accessible manual damper controls.
- At combustion air intakes and shaft vents.
- Where prohibited by other provisions of law.
A5.207.5.5 Automatic demand shed controls. HVAC systems with DDC to the Zone level shall be programmed to allow centralized demand shed for noncritical zones as follows:
A5.207.6 Pipe insulation. The piping for all space-conditioning and service water-heating systems with fluid temperatures listed in Table A5.207.6-A shall have the amount of insulation specified in Subsection A5.207.6.1 or A5.207.6.2. Insulation conductivity shall be determined in accordance with ASTM C 335 at the mean temperature listed in Table A5.207.6-A and shall be rounded to the nearest 1/100 Btu-inch per hour per square foot per°F.
Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind, including but not limited to, the following:
Insulation exposed to weather shall be suitable for outdoor service, e.g., protected by aluminum, sheet metal, painted canvas or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material.
Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall include a vapor retardant located outside the insulation (unless the insulation is inherently vapor retardant), all penetrations and joints of which shall be sealed.
Exceptions:
- Factory-installed piping within space-conditioning equipment certified under Section A5.210.1 or A5.207.1.
- Piping that conveys fluids with a design operating temperature range between 60°F and 105°F.
- Piping that serves process loads, gas piping, cold domestic water piping, condensate drains, roof drains, vents or waste piping.
- Where the heat gain or heat loss to or from piping without insulation will not increase building source energy use.
- Piping that penetrates framing members shall not be required to have pipe insulation for the distance of the framing penetration. Metal piping that penetrates metal framing shall use grommets, plugs, wrapping or other insulating material to assure that no contact is made with the metal framing.
A5.207.6.1 For insulation with a conductivity in the range shown in Table A5.207.6-A for the applicable fluid temperature range, the insulation shall have the applicable thickness shown in Table A5.207.6-A.
A5.207.6.2For insulation with a conductivity outside the range shown in Table A5.207.6-A for the applicable fluid temperature range, the insulation shall have a minimum thickness as calculated with Equation A5.207.6-A below.
where:
T Minimum insulation thickness for material with conductivity K, inches.
PR= Pipe actual outside radius, inches.
t = Insulation thickness from Table A5.207.6-A, inches.
K = Conductivity of alternate material at the mean rating temperature indicated in Table A5.207.6-A, for the applicable fluid temperature range, in Btu-inch per hour per square foot per °F.
k = The lower value of the conductivity range listed in Table A5.207.6-A, for the applicable fluid temperature range, Btu-inch per hour per square foot per °F.
115FLUID TEMPERATURE RANGE (°F) | CONDUCTIVITY RANGE (in Btu-inch per hour per square foot per °F) | INSULATION MEAN RATING TEMPERATURE (°F) | NOMINAL PIPE DIAMETER (in inches) | |||||
---|---|---|---|---|---|---|---|---|
Runouts up to 2 | 1 and less | 1.25-2 | 2.50-4 | 5-6 | 8 and larger | |||
INSULATION THICKNESS REQUIRED (in inches) | ||||||||
Space heating systems (steam, steam condensate and hot water) | ||||||||
Above 350 | 0.32-0.34 | 250 | 1.5 | 2.5 | 2.5 | 3.0 | 3.5 | 3.5 |
251-350 | 0.29-0.31 | 200 | 1.5 | 2.0 | 2.5 | 2.5 | 3.5 | 3.5 |
201-250 | 0.27-0.30 | 150 | 1.0 | 1.5 | 1.5 | 2.0 | 2.0 | 3.5 |
141-200 | 0.25-0.29 | 125 | 0.5 | 1.5 | 1.5 | 1.5 | 1.5 | 1.5 |
105-140 | 0.24-0.28 | 100 | 0.5 | 1.0 | 1.0 | 1.0 | 1.5 | 1.5 |
Service water-heating systems (recirculating sections, all piping in electric trace tape systems and the first 8 feet of piping from the storage tank for nonrecirculating systems) | ||||||||
Above 105 | 0.24-0.28 | 100 | 0.5 | 1.0 | 1.0 | 1.5 | 1.5 | 1.5 |
Space cooling systems (chilled water, refrigerant and brine) | ||||||||
40-60 | 0.23-0.27 | 75 | 0.5 | 0.5 | 0.5 | 1.0 | 1.0 | 1.0 |
Below 40 | 0.23-0.27 | 75 | 1.0 | 1.0 | 1.5 | 1.5 | 1.5 | 1.5 |
A5.209.1 Lighting control devices, ballasts and luminaires. Any lighting control device, ballast or luminaire subject to the requirements of Section A5.209 shall be installed only if the manufacturer has certified to the Commission that the device complies with all of the applicable requirements of Section A5.209.
Lighting control devices may be individual devices or systems consisting of two or more components. For control systems consisting of two or more components, such as an Energy Management Control System (EMCS), the manufacturer of the control system shall certify each of the components required for the system to comply with Section A5.209
A5.209.1.1 All devices: Instructions for installation and calibration. The manufacturer shall provide step-by-step instructions for installation and start-up calibration of the device.
A5.209.1.2 Indicator lights. Indicator lights integral to lighting control devices shall consume no more than one watt of power per indicator light.
A5.209.1.3 Automatic time switch control devices. Automatic time switch control devices or system shall:
A5.209.1.4 Occupant sensors, motion sensors and vacancy sensors. Occupant sensors, motion sensors and vacancy sensors shall be capable of automatically turning off all the lights in an area no more than 30 minutes after the area has been vacated and shall have a visible status signal that indicates that the device is operating properly or that it has failed or malfunctioned. The visible status signal may have an override switch that turns the signal off. In addition, ultrasonic and microwave devices shall have a built-in mechanism that allows calibration of the sensitivity of the device to room movement in order to reduce the false sensing of occupants and shall comply with either Subsection A5.209.1.4.1 or A5.209.1.4.2 below, as applicable:
A5.209.1.4.1 If the device emits ultrasonic radiation as a signal for sensing occupants within an area, the device shall:
A5.209.1.4.2 If the device emits microwave radiation as a signal for sensing occupants within the area, the device shall:
A5.209.1.5 Multilevel occupant sensor. Multilevel occupant sensors shall have an automatic OFF function that turns off all the lights and either an automatic or a manually controlled ON function capable of meeting all the multilevel and uniformity requirements of Section A5.209.2.2 for the controlled lighting. The first stage shall be capable of activating between 30–70 percent of the lighting power in a room either through an automatic or manual action and may be a switching or dimming system. After that event occurs the device shall be capable of all of the following actions when manually called to do so by the occupant:
A5.209.1.6 Automatic daylighting control devices. Automatic daylighting control devices used to control lights in daylit zones shall:
A5.209.1.7 Interior photosensors. Interior photosensor shall not have a mechanical slide cover or other device that permits easy unauthorized disabling of the control and shall not be incorporated into a wall-mounted occupant-sensor.
A5.209.1.8 Multilevel astronomical time-switch controls. Multilevel astronomical time-switch controls used to control lighting in daylit zones shall:
A5.209.1.9 Outdoor astronomical time-switch controls. Outdoor astronomical time-switch controls used to control outdoor lighting as specified in Section A5.209.3.3 shall:
A5.209.1.10 Dimmers. Dimmers used to control lighting shall:
MIDFREQUENCY OF SOUND PRESSURE THIRD-OCTAVE BAND (in kHz) | MAXIMUM dB LEVEL WITHIN THIRD-OCTAVE BAND (in dB reference 20 micropascals) |
---|---|
Less than 20 20 or more to less than 25 25 or more to less than 31.5 31.5 or more | 80 105 110 115 |
A5.209.2 Indoor lighting controls
A5.209.2.1 Area controls.
A5.209.2.1.1 Each are enclosed by ceiling-height partitions shall have an independent switching or control device. This switching or control device shall be:
A5.209.2.1.2 Other devices may be installed in conjunction with the switching or control device provided that they:
Exception 1 to Section A5.209.2.1: Up to 0.3 watts per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, if:
Exception 2 to Section A5.209.2.1: Public areas with switches that are accessible only to authorized personnel.
A5.209.2.2 Multilevel lighting controls. The general lighting of any enclosed space 100 square feet or larger and has a connected lighting load that exceeds 0.8 watts per square foot, shall have multilevel lighting controls. Multilevel controls shall have at least one control step that is between 30 percent and 70 percent of design lighting power and allow the power of all lights to be manually turned off. A reasonably uniform level of illuminance shall be achieved by any of the following:
Exceptions:
A5.209.2.3 Daylight areas.
A5.209.2.3.1 Daylight areas shall be defined as follows:
A5.209.2.3.1.1 Daylight area. The total daylight area shall not double count overlapping areas with any primary sidelit daylight area, secondary sidelit daylight area or skylit daylight area.
A5.209.2.3.1.2 Daylight area, primary sidelit is the combined primary sidelit area without double counting overlapping areas. The floor area for each primary sidelit area is directly adjacent to vertical glazing below the ceiling with an area equal to the product of the sidelit width and the primary sidelit depth.
The primary sidelit width is the width of the window plus, on each side, the smallest of:
The primary sidelit depth is the horizontal distance perpendicular to the glazing which is the smaller of:
A5.209.2.3.1.3 Daylight area, secondary sidelit is the combined secondary sidelit area without double counting overlapping areas. The floor area for each secondary sidelit area is directly adjacent to primary sidelit area with an area equal to the product of the sidelit width and the secondary sidelit depth.
The secondary sidelit width is the width of the window plus, on each side, the smallest of:
The secondary sidelit depth is the horizontal distance perpendicular to the glazing which begins from one window head height and ends at the smaller of:
A5.209.2.3.1.4 Daylight area, skylit is the combined daylight area under each skylight without double counting overlapping areas. The daylight area under each skylight is bounded by the rough opening of the skylight, plus horizontally in each direction the smallest of:
A5.209.2.3.2 Luminaires providing general lighting that are in or are partially in the skylit daylight area and/or the primary sidelit daylight area shall be controlled as follows:
A5.209.2.3.2.1 Primary sidelit and skylit daylight areas shall have at least one lighting control that:
Exception: Primary sidelit and skylit daylight areas that have a combined area totaling less than or equal to 250 square feet within any enclosed space.
A5.209.2.3.2.2 For all skylit daylight areas:
Exceptions:
- Where the total skylit daylight area in any enclosed space is less than or equal to 2,500 square feet.
- Skylit daylight areas where existing adjacent structures obstruct direct beam sunlight for at least 6 hours per day during the equinox as calculated using computer or graphical methods.
- When the skylight effective aperture is greater than 4.0 percent and all general lighting in the skylit area is controlled by a multilevel astronomical time switch that meets the requirements of Section A5.209.1.8 and that has an override switch that meets the requirements of Section A5.209.2.4.2.
- Skylit daylight areas where the effective aperture is less than 0.006. The effective aperture for skylit daylight areas is specified in Section 146(a)2E of Title 24, Part 6.
A5.209.2.3.2.3 The primary sidelit area(s) shall be shown on the plans and the general lighting in the primary sidelit areas shall be controlled independently by an automatic daylighting control device that meets the applicable requirements of Section A5.209.1 and is installed in accordance with Section A5.209.2.3.2.4.
119Exceptions:
- Where the total primary sidelit daylight area in any enclosed space has an area less than or equal to 2,500 square feet.
- Primary sidelit daylight areas where the effective aperture is less than 0.1. The effective aperture for primary sidelit daylight areas is specified in Section 146(a)2E of Title 24, Part 6.
- Primary sidelit daylight areas where existing adjacent structures are twice as tall as their distance away from the windows.
- Parking garages.
A5.209.2.3.2.4 Automatic daylighting control device installation and operation. Automatic daylighting control devices shall be installed and configured to operate according to all of the following requirements:
A5.209.2.4 Shut-off controls.
A5.209.2.4.1 In addition to the manual controls installed to comply with Sections A5.209.2.1 and A5.209.2.2 for every floor, all indoor lighting systems shall be equipped with separate automatic controls shall to shut off the lighting. These automatic controls shall meet the requirements of Section A5.209.1 and may be an occupant sensor, automatic time switch or other device capable of automatically shutting off the lighting.
Exceptions:
- Where the lighting system is serving an area that must be continuously lit, 24 hours per day/365 days per year.
- Lighting in corridors, guestrooms, dwelling units of high-rise residential buildings and hotel/motels and parking garages.
- Up to 0.3 watts per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, provided that the area is designated a security or emergency egress area on the plans and specifications submitted to the enforcement agency under Section 10-103(a)2 of Title 24, Part 1.
A5.209.2.4.2 If an automatic control devices is installed to comply with Section A5.209.2.4.1, it shall incorporate an override switching device that:
Exception: In malls, auditoriums, single tenant retail spaces, industrial facilities and arenas, where captive-key override is utilized, override time may exceed 2 hours.
A5.209.2.4.3 If an automatic time switch control device is installed to comply with Section A5.209.2.4.1, it shall incorporate an automatic holiday ″shut-off″ feature that turns off all loads for at least 24 hours and then resumes the normally scheduled operation.
Exception: Retail stores and associated malls, restaurants, grocery stores, churches and theaters.
A5.209.2.4.4 Offices 250 square feet or smaller; multipurpose rooms of less than 1,000 square feet and classrooms and conference rooms of any size, shall be equipped with occupant sensor(s) to shut off the lighting. In addition, controls shall be provided that allow the lights to be manually shut off in accordance with Section A5.209.2.1 regardless of the sensor status.
A5.209.3 Outdoor lighting controls and equipment.
A5.209.3.1 Outdoor lighting. All permanently installed outdoor luminaires employing lamps rated over 100 watts shall either have a lamp efficacy of at least 60 lumens per watt or be controlled by a motion sensor.
Exceptions:
- Lighting required by a health or life safety statute ordinance or regulation, including but not limited to, emergency lighting.
- Lighting used in or around swimming pools, water features or other locations subject to Article 680 of Title 24, Part 3, California Electrical Code. 120
- Searchlights
- Theme lighting for use in theme parks
- Lighting for film or live performances
- Temporary outdoor lighting
- Light emitting diode, light emitting capacitors, neon and cold cathode lighting
- Sign lighting
A5.209.3.2 Luminaire cutoff requirements. All outdoor luminaires that use lamps rated greater than 175 watts in hardscape areas including parking lots, building entrances, sales and nonsales canopies and all outdoor sales areas shall be designated Cutoff for light distribution. To comply with this requirement, the luminaire shall be rated Cutoff in a photometric test report that includes any tilt or other nonlevel mounting condition of the installed luminaire. Cutoff is a luminaire light distribution classification where the candela per 1000 lamp lumens does not numerically exceed 25 at or above a vertical angle of 90 degrees above nadir and 100 at or above a vertical angle of 80 degrees above nadir. Nadir is in the direction of straight down, as would be indicated by a plumb line. 90 degrees above nadir is horizontal. 80 degrees above nadir is 10 degrees below horizontal.
Exceptions:
A5.209.3.3 Controls for outdoor lighting.
A5.209.3.3.1 All permanently installed outdoor lighting shall be controlled by a photocontrol or astronomical times switch that automatically turns off the outdoor lighting when daylight is available.
Exception: Lighting in tunnels and large covered areas that require illumination during daylight hours.
A5.209.3.3.2 For lighting of building facades, parking lots, sales and nonsales canopies, all outdoor sales areas and student pick-up/drop-off zones where two or more luminaires are used, an automatic time switch shall be installed that is capable of (1) turning off the lighting when not needed and (2) reducing the lighting power (in watts) by at least 50 percent but not exceeding 80 percent or providing continuous dimming through a range that includes 50 percent through 80 percent reduction. This control shall meet the requirements of Section A5.209.1.3.
Exceptions:
A5.209.4 Outdoor lighting. This section applies to all outdoor lighting, whether attached to buildings, poles, structures or self-supporting, including but not limited to, hardscape areas including parking lots, lighting for building entrances, sales and nonsales canopies; lighting for all outdoor sales areas; and lighting for building facades.
Exceptions: When more than 50 percent of the light from a luminaire falls on one or more of the following applications, the lighting power for that luminaire shall be exempt from Section A5.209.4.2.
A.5.209.4.1 Outdoor lighting power trade-offs. Outdoor lighting power trade-offs shall be determined as follows:
A5.209.4.2 Outdoor lighting power. An outdoor lighting installation complies with this section if the actual outdoor lighting power installed is no greater than the allowed outdoor lighting power calculated under Section A5.209.4.4 The allowed outdoor lighting shall be calculated by Lighting Zone as defined in Section 10-114 of Title 24, Part 1, Local governments may amend lighting zones in compliance with Section 10-114 of Title 24, Part 1.
A5.209.4.3 Calculation of actual lighting power. The wattage of outdoor luminaires shall be determined in accordance with Section 130(d) of Title 24, Part 6.
A5.209.4.4 Calculation of allowed lighting power. The allowed lighting power shall be the combined total of the sum of the general hardscape lighting allowance determined in accordance with Section A5.209.4.4.1, the sum of the additional lighting power allowance for specific applications determined in accordance with Section A5.209.4.4.2 and the sum of the additional lighting power allowances for local ordinance determined in accordance with Section A5.209.4.4.3.
A5.209.4.4.1 General hardscape lighting allowance. Determine the general hardscape lighting power allowances as follows:
A5.209.4.4.1.1 The general hardscape area of a site shall include parking lot(s), roadway(s), driveway(s), sidewalk(s), walkway(s), bikeway(s), plaza(s) and other improved area(s) that are illuminated. In plan view of the site, determine the illuminated hardscape area, which is defined as any hardscape area that is within a square pattern around each luminaire or pole that is ten times the luminaire mounting height with the luminaire in the middle of the pattern, less any areas that are within a building, beyond the hardscape area, beyond property lines or obstructed by a structure. The illuminated hardscape area shall include portions of planters and landscaped areas that are within the lighting application and are less than or equal to 10 feet wide in the short dimensions and are enclosed by hardscape or other improvement on at least three sides. Multiply the illuminated hardscape area by the Area Wattage Allowance (AWA) from Table A5.209.4-A for the appropriate Lighting Zone.
A5.209.4.4.1.2 Determine the perimeter length of the general hardscape area. The total perimeter shall not include portions of hardscape that is not illuminated according to Section A5.209.4.4.1.1 Multiply the hardscape perimeter by the Linear Wattage Allowance (LWA) for hardscape from Table A5.209.4-A for the appropriate lighting zone. The perimeter length for hardscape around landscaped areas and permanent planters shall be determined as follows:
A5.209.4.4.1.3 Determine the Initial Wattage Allowance (IWA) for general hardscape lighting from Table A.209.4-A for the appropriate lighting zone. The hardscape area shall be permitted one IWA per site.
A5.209.4.4.1.4 The general hardscape lighting allowance shall be the sum of the allowed watts determined from Sections A5.209.4.4.1.1, A5.209.4.4.1.2 and A5.209.4.4.1.3 above.
A5.209.4.4.2 Additional lighting power allowance for specific applications. Additional lighting power for specific applications shall be the smaller of the additional lighting allowances for specific applications determined in accordance with Table A5.209.4-B for the appropriate lighting zone or the actual installed lighting power meeting the requirements for the allowance.
A5.209.4.4.3 Additional lighting power allowance for local ordinance requirements. For hardscape areas, including parking lots, site roadways, driveways, sidewalks, walkways or bikeways, when specific light levels are required by law through a local ordinance and provided the local ordinance meets Section 10-114 of Title 24, Part 1, additional lighting power for those hardscape areas covered by the local ordinance requirement shall be the smaller of the additional lighting allowances for local ordinance determined from Table A5.209.4-C for the appropriate lighting zone or the actual installed lighting power meeting the requirements for the allowance.
TYPE OF POWER ALLOWANCE | LIGHTING ZONE 1 | LIGHTING ZONE 2 | LIGHTING ZONE 3 | LIGHTING ZONE 4 |
---|---|---|---|---|
Area wattage allowance (AWA) | 0.036 W/ft2 | 0.045 W/ft2 | 0.092 W/ft2 | 0.115 W/ft2 |
Linear wattage allowance (LWA) | 0.36 W/lf | 0.45 W/lf | 0.92 W/lf | 1.15 W/lf |
Initial wattage allowance (IWA) | 340 W | 510 W | 770 W | 1030 W |
LIGHTING APPLICATION | Lighting Zone 1 | Lighting Zone 2 | Lighting Zone 3 | Lighting Zone 4 | |
---|---|---|---|---|---|
WATTAGE ALLOWANCE PER APPLICATION. Use all that apply as appropriate. | |||||
Building entrances or exits. Allowance per door. Luminaires qualifying for this allowance shall be within 20 feet of the door. | 30 watts | 75 watts | 100 watts | 120 watts | |
Primary entrances to senior care facilities, police stations, hospitals, fire stations and emergency vehicle facilities. Allowance per primary entrance(s) only. Primary entrances shall provide access for the general public and shall not be used exclusively for staff or service personnel. This allowance shall be in addition to the building entrance or exit allowance above. Luminaires qualifying for this allowance shall be within 100 feet of the primary entrance. | 45 watts | 80 watts | 120 watts | 130 watts | |
Drive up windows. Allowance per customer service location. Luminaires qualifying for this allowance shall be within two mounting heights of the sill of the window. | 40 watts | 75 watts | 125 watts | 200 watts | |
Vehicle service station uncovered fuel dispenser. Allowance per fueling dispenser. Luminaires qualifying for this allowance shall be within two mounting heights of the dispenser. | 120 watts | 175 watts | 185 watts | 330 watts | |
WATTAGE ALLOWANCE PER UNIT LENGTH (w/linear ft). May be used for one or two frontage side(s) per site. | |||||
Outdoor sales frontage. Allowance for frontage immediately adjacent to the principal viewing location(s) and unobstructed for its viewing length. A corner sales lot may include two adjacent sides provided that a different principal viewing location exists for each side. Luminaires qualifying for this allowance shall be located between the principal viewing location and the frontage outdoor sales area. | No allowance | 22.5 w/linear ft | 36 w/linear ft | 45 w/linear ft | |
WATTAGE ALLOWANCE PER HARDSCAPE AREA (W/ft2). May be used for any illuminated hardscape area on the site. | |||||
Hardscape ornamental lighting. Allowance for the total site illuminated hardscape area. Luminaires qualifying for this allowance shall be rated for 100 watts or less as determined in accordance with Section 130(d) and shall be post-top luminaires, lanterns, pendant luminaires or chandeliers. | No allowance | 0.02 w/ft2 | 0.04 w/ft2 | 0.06 w/ft2 | |
WATTAGE ALLOWANCE PER SPECIFIC AREA (W/ft2). Use as appropriate provided that none of the following specific applications shall be used for the same area. | |||||
Building facades. Only areas of building facade that are illuminated shall qualify for this allowance. Luminaires qualifying for this allowance shall be aimed at the facade and shall be capable of illuminating it without obstruction or interference by permanent building features or other objects. | No allowance | 0.18 w/ft2 | 0.35 w/ft2 | 0.50 w/ft2 | |
Outdoor sales lots. Allowance for uncovered sales lots used exclusively for the display of vehicles or other merchandise for sale. Driveways, parking lots or other nonsales areas shall be considered hardscape areas even if these areas are completely surrounded by sales lot on all sides. Luminaires qualifying for this allowance shall be within five mounting heights of the sales lot area. | 0.164 w/ft2 | 0.555 w/ft2 | 0.758 w/ft2 | 1.285 w/ft2 | |
Vehicle service station hardscape. Allowance for the total illuminated hardscape area less area of buildings, under canopies, off property or obstructed by signs or structures. Luminaires qualifying for this allowance shall be illuminating the hardscape area and shall not be within a building, below a canopy, beyond property lines or obstructed by a sign or other structure. | 0.014 w/ft2 | 0.155 w/ft2 | 0.308 w/ft2 | 0.485 w/ft2 | |
Vehicle service station canopies. Allowance for the total area within the drip line of the canopy. Luminaires qualifying for this allowance shall be located under the canopy. | 0.514 w/ft2 | 1.005 w/ft2 | 1.358 w/ft2 | 2.285 w/ft2 | |
Sales canopies allowance for the total area within the drip line of the canopy. Luminaires qualifying for this allowance shall be located under the canopy. | No allowance | 0.655 w/ft2 | 0.908 w/ft2 | 1.135 w/ft2 | |
Nonsales canopies. Allowance for the total area within the drip line of the canopy. Luminaires qualifying for this allowance shall be located under the canopy. | 0.084 w/ft2 | 0.205 w/ft2 | 0.408 w/ft2 | 0.585 w/ft2 | |
Guard stations. Allowance up to 1,000 square feet per vehicle lane. Guard stations provide access to secure areas controlled by security personnel who stop and may inspect vehicles and vehicle occupants, including identification, documentation, vehicle license plates and vehicle contents. Qualifying luminaires shall be within two mounting heights of a vehicle lane or the guardhouse. | 0.154 w/ft2 | 0.355 w/ft2 | 0.708 w/ft2 | 0.985 w/ft2 | |
Student pick-up/drop-off zone. Allowance for the area of the student pick-up/drop-off zone, with or without canopy, for preschool through 12th grade school campuses. A student pick-up/drop off zone is a curbside, controlled traffic area on a school campus where students are picked up and dropped off from vehicles. The allowed area shall be the smaller of the actual width or 25 feet, times the smaller of the actual length or 250 feet. Qualifying luminaires shall be within two mounting heights of the student pick-up/drop-off zone. | No allowance | 0.12 w/ft2 | 0.45 w/ft2 | No allowance | |
Outdoor dining. Allowance for the total illuminated hardscape of outdoor dining. Outdoor dining areas are hardscape areas used to serve and consume food and beverages. Qualifying luminaires shall be within 2 mounting heights of the hardscape area of outdoor dining. | 0.014 w/ft2 | 0.135 w/ft2 | 0.258 w/ft2 | 0.435 w/ft2 | |
Special security lighting for retail parking and pedestrian hardscape. This additional allowance is for illuminated retail parking and pedestrian hardscape identified as having special security needs. This allowance shall be in addition to the building entrance or exit allowance. | 0.007 w/ft2 | 0.009 w/ft2 | 0.019 w/ft2 | No allowance |
ADDITIONAL LIGHTING POWER ALLOWANCE (W/ft2) WHEN AVERAGE LIGHT LEVELS ARE REQUIRED BY LOCAL ORDINANCE. | |||||
---|---|---|---|---|---|
Required (horizontal foot-candles, AVERAGE) | Lighting Zone 1 | Lighting Zone 2 | Lighting Zone 3 | Lighting Zone 4 | |
0.5 | 0 | 0 | 0 | 0 | |
1.0 | 0.004 | 0 | 0 | 0 | |
1.5 | 0.024 | 0.015 | 0 | 0 | |
2.0 | 0.044 | 0.035 | 0 | 0 | |
3.0 | 0.084 | 0.075 | 0.028 | 0.005 | |
4.0 or greater | 0.124 | 0.115 | 0.068 | 0.045 | |
ADDITIONAL LIGHTING POWER ALLOWANCE (W/ft2) WHEN MINIMUM LIGHT LEVELS ARE REQUIRED BY LOCAL ORDINANCE. | |||||
Required (horizontal foot-candles, MINIMUM) | Lighting Zone 1 | Lighting Zone 2 | Lighting Zone 3 | Lighting Zone 4 | |
0.5 | 0.004 | 0 | 0 | 0 | |
1.0 | 0.044 | 0.035 | 0 | 0 | |
1.5 | 0.124 | 0.115 | 0.068 | 0.045 | |
2.0 | 0.164 | 0.155 | 0.108 | 0.085 | |
3.0 | 0.164 | 0.155 | 0.108 | 0.085 | |
4.0 or greater | 0.164 | 0.155 | 0.108 | 0.085 |
A5.209.5 Signs. This section applies to all internally illuminated and externally illuminated signs, unfiltered light emitting diodes (LEDs) and unfiltered neon, both indoor and outdoor. Each sign shall comply with either Subsection A5.209.5.1 or A5.209.5.2, as applicable.
A5.209.5.1 Maximum allowed lighting power.
A5.209.5.1.1 For internally illuminated signs, the maximum allowed lighting power shall not exceed the product of the illuminated sign area and 12 watts per square foot. For double-faced signs, only the area of a single face shall be used to determine the allowed lighting power.
A5.209.5.1.2 For externally illuminated signs, the maximum allowed lighting power shall not exceed the product of the illuminated sign area and 2.3 watts per square foot. Only areas of an externally lighted sign that are illuminated without obstruction or interference, by one or more luminaires, shall be used.
A5.209.5.2 Alternate lighting sources. The sign shall comply if it is equipped only with one or more of the following light sources:
A5.209.5.2.1 High pressure sodium lamps; or
A5.209.5.2.2 Metal halide lamps that are:
Where ballast efficiency is the measured output wattage to the lamp divided by the measured operating input wattage when tested according to ANSI C82.6-2005; or
A5.209.5.2.3 Neon or cold cathode lamps with transformer or power supply efficiency greater than or equal to the following:
Where the ratio of the output wattage to the input wattage is at 100 percent tubing load; or
A5.209.5.2.4 Fluorescent lamps with a minimum color rendering index (CRI) of 80; or
A5.209.5.2.5 Light emitting diodes (LEDs) with a power supply having an efficiency of 80 percent or greater; or
125Exception: Single voltage external power supplies that are designed to convert 120 volt AC input into lower voltage DC or AC output and have a nameplate output power less than or equal to 250 watts, shall comply with the applicable requirements of the Appliance Efficiency Regulations, Title 20.
A5.209.5.2.6 Compact fluorescent lamps that do not contain medium screw base sockets (E24/E26); or
A5.209.5.2.7 Electronic ballasts with a fundamental output frequency not less than 20 kHz;
Exception 1 to Section A5.209.5: Unfiltered incandescent lamps that are not part of an electronic message center (EMC), an internally illuminated sign or an externally illuminated sign.
Exception 2 to Section A5.209.5: Exit signs. Exit signs shall meet the requirements of the Appliance Efficiency Regulations.
Exception 3 to Section A5.209.5: Traffic Signs. Traffic signs shall meet the requirements of the Appliance Efficiency Regulations.
A5.209.6 Sign lighting controls. All signs with permanently connected lighting shall meet the requirements below:
Exception: Outdoor signs in tunnels and large covered areas that require illumination during daylight hours.
Exceptions:
A5.209.7 Nonresidential lighting control acceptance. Before an occupancy permit is granted for a new building or space or a new lighting system serving a building, space or site is operated for normal use, all indoor and outdoor lighting controls serving the building, space or site shall be certified as meeting the Acceptance Requirements for Code Compliance. A Certificate of Acceptance shall be submitted to the enforcement agency under Section 10-103(a) of Title 24, Part 1, that:
A5.210.1 Appliances regulated by the Appliance Efficiency Regulations. Any appliance for which there is a California standard established in the Appliance Efficiency Regulations may be installed only if the manufacturer has certified to the Commission, as specified in those regulations, that the appliance complies with the applicable standard for that appliance.
Note: For certified appliances, go to www.energy.ca.gov/appliances/database/.
A5.211.1 On-site renewable energy. Use on-site renewable energy sources such as solar, wind, geothermal, low-impact hydro, biomass and bio-gas for at least 1 percent of the electric power calculated as the product of the building service voltage and the amperage specified by the electrical service overcurrent protection device rating or 1kW, (whichever is greater), in addition to the electrical demand required to meet 1 percent of the natural gas and propane use. The building project’s electrical service overcurrent protection device rating shall be calculated in accordance with the 2010 California Electrical Code. Natural gas or propane use is calculated in accordance with the 2010 California Plumbing Code.
126A5.211.1.1 Documentation. Calculate renewal on-site energy costs savings as a percentage of estimated local utility rates for conventional fuel types. Factor in net-metering, if offered by local utility, on an annual basis.
A5.211.1.2 Grid neutral. Using the proposed annual electrical energy budget (kWh) as set forth by the Title 24, Part 6 of the California Energy Code and adding the additional annual energy consumption estimated for the appliances and equipment not covered by Title 24, Part 6 (e.g., kitchen and laundry equipment and appliances, swimming pool heaters and circulation pumps, industrial and art equipment, computers, etc.) calculate the site’s annual electrical production and consumption ratio by dividing the proposed annual renewable electrical energy production (kWh) by the proposed annual electrical energy budget (kWh). The estimated plug loads shall be included in the annual electrical energy budget (kWh).
Exceptions:
- Existing buildings with one year of occupancy or greater shall use actual data of the annual electrical energy consumption of the facilities. Using the data logged for the facilities, calculate the site’s annual electrical production and consumption ration by dividing the proposed annual renewable electrical energy production (kWh) by the actual annual electrical energy consumption (kWh).
- The annual renewable electrical energy can be renewable energy produced off-site on a remote property owned by the applicant.
A5.211.1.2.1 35 percent grid neutral. A site’s annual electrical production and consumption ratio is equal or greater than 0.35.
A5.211.1.2.2 75 percent grid neutral. A site’s annual electrical production and consumption ratio is equal or greater than 0.75.
A5.211.1.2.3 Grid neutral. A site’s annual electrical production and consumption ratio is equal or greater than 1.
A5.211.3 Green power. Using a calculation method approved by the California Energy Commission, calculate the renewable on-site energy system to meet the requirements of Section 511.1, expressed in kW. Factor in net-metering, if offered by local utility, on an annual basis.
A5.211.4 Prewiring for future solar. Install conduit from the building roof or eave to a location within the building identified as suitable for future installation of a charge controller (regulator) and inverter.
A5.212.1 Elevators and escalators. In buildings with more than one elevator or two escalators, provide controls to reduce the energy demand of elevators for part of the day and escalators to reduce speed when no traffic is detected. Document the controls in the project specifications and commissioning plan. [DSA-SS] In Public School and Community College buildings, locate stairs conveniently to encourage their use in lieu of elevators or escalators.
A5.212.1.1 Controls. Controls that reduce energy demand shall meet requirements of CCR, Title 8, Chapter 4, Subchapter 6 and shall not interrupt emergency operations for elevators required in CCR, Title 24, Part 2, California Building Code.
A5.213.1 Steel framing. Design steel framing for maximum energy efficiency. Techniques for avoiding thermal bridging in the envelope include:
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
The state agency does not adopt sections identified by the following symbol:† | |||||||||||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | X | ||||||||||||||||||
Adopt only those sections that are listed below | X | ||||||||||||||||||
Chapter/Section | |||||||||||||||||||
A5.301.1 | X | ||||||||||||||||||
A5.302.1 Definitions | X | ||||||||||||||||||
A5.302.1 HYDROZONE | X | ||||||||||||||||||
A5.302.1 MODEL WATER EFFICIENT LANDSCAPE ORDINANCE | X | ||||||||||||||||||
A5.302.1 PLANTS | |||||||||||||||||||
Adaptive plants | X | ||||||||||||||||||
Invasive plants | X | ||||||||||||||||||
A5.302.1 POTABLE WATER | X | ||||||||||||||||||
A5.302.1 RECYCLED WATER | X | ||||||||||||||||||
A5.302.1 SUBMETER | X | ||||||||||||||||||
A5.303.2.3.1 | X | ||||||||||||||||||
Table A5.303.2.2 | X | ||||||||||||||||||
Table A5.303.2.3.1 | X | ||||||||||||||||||
A5.303.3 | X | ||||||||||||||||||
Table A5.303.3 | X | ||||||||||||||||||
A5.304.1.1 | † | X | |||||||||||||||||
A5.304.4.4 | † | X |
Division A5.3 – WATER EFFICIENCY AND CONSERVATION
A5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water used indoors, outdoors and in wastewater conveyance.
A5.302.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
HYDROZONE. A portion of the landscaped area having plants with similar water needs.
LANDSCAPE (PLANT) COEFFICIENT [KL]. The product of the species factor multiplied by the density factor and the microclimate factor. (Kl = Ks × Kd × Kmc) The landscape coefficient is used in the landscape water budget calculation. (UCCE, 2000)
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.
PLANTS.
Adaptive plants. Adaptive plants are plants that grow well in a given habitat with minimal attention in the form of winter protection, pest protection, irrigation and fertilization once established.
Note: Adaptive plants are considered low in maintenance and are not invasive plants.
Invasive plants. Invasive plants are both indigenous and nonindigenous species with growth habits that are characteristically aggressive.
Note: Invasive plants typically have a high reproductive capacity and tendency to overrun the ecosystems they inhabit.
Native plants. Native plants are plants that have adapted to a given area and are not invasive.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur (Water Code Section 13050 (n)). Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.
REFERENCE EVAPOTRANSPIRATION. (ETo). The estimated rate of evapotranspiration from a standardized surface of well watered, actively growing cool season turfgrass clipped to 12 cm with sufficient density to fully shade the soil. The water needs of a landscape planting can be calculated by multiplying the Landscape Coefficient (Kl) and Reference Evapotranspiration (ETo)
SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation, also known as a Dedicated Meter.
A5.303.2.3.1 Tier 1 – 30 percent savings [DSA-SS] 30 percent savings. A schedule of plumbing fixture and fixture fittings that will reduce the overall use of potable water within the building by 30 percent shall be provided. The reduction shall be based on the maximum allowable water use per plumbing fixture and fittings as required by the California Building Standards Code. The 30 percent reduction in portable water use shall be demonstrated by one of the following methods:
A5.303.2.3.2 Tier 2 – 35 percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by 35 percent shall be provided. A calculation demonstrating a 35 percent reduction in the building “water use baseline” as established in Table A5.303.2.2 shall be provided.
A5.303.2.3.3 40 percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by 40 percent shall be provided. A calculation demonstrating a 40 percent reduction in the building “water use baseline” as established in Table A5.303.2.2 shall be provided.
FIXTURE TYPE | FLOW RATE2 | DURATION | DAILY USES | OCCUPANTS3 |
---|---|---|---|---|
1. The daily use number shall be increased to three if urinals are not installed in the room. | ||||
2. The flow rate is from the CEC Appliance Efficiency Standards, Title 20, California Code of Regulations; where a conflict occurs, the CEC standards shall apply. | ||||
3. Refer to Table A, Chapter 4, 2007 California Plumbing Code, for occupant load factors. | ||||
4. Use worksheet WS-1 to calculate base line water use. | ||||
Showerheads | 2.5 gpm @ 80 psi | 8 min. | 1 | X |
Lavatory faucets residential | 2.2 gpm @ 60 psi | .25 min. | 3 | X |
Kitchen faucets | 2.6 gpm @ 60 psi | 4 min. | 1 | X |
Replacement aerators | 2.6 gpm @ 60 psi | X | ||
Wash fountains | 2.2 [rim space(in.)/20 gpm @ 60 psi] | X | ||
Metering faucets | 0.25 gallons/cycle | .25 min. | 3 | X |
Metering faucets for wash fountains | .25 [rim space(in.)/20 gpm @ 60 psi] | .25 min. | 1 male1 3 female | X |
Gravity tank type water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Flushometer tank water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Flushometer valve water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Electromechanical hydraulic water closets | 1.6 gallons/flush | 1 flush | 1 male1 3 female | X |
Urinals | 1.6 gallons/flush | 1 flush | 2 male | X |
FIXTURE TYPE | FLOW-RATE2 | MAXIMUM FLOW RATE AT 30 percent REDUCTION |
---|---|---|
1. Includes water closets with an effective flush rate of 1.12 gallons or less when tested per ASME A 112.19.2 and ASME A 112.19.14. | ||
2. See Table 5.503.2.3 for additional notes and references. | ||
Showerheads | 2.5 gpm @ 80 psi | 1.8 gpm @ 80 psi |
Lavatory faucets nonresidential | 0.5 gpm @ 60 psi | 0.35 gpm @ 60 psi |
Kitchen faucets | 2.2 gpm @ 60 psi | 1.6 gpm @ 60 psi |
Wash fountains | 2.2 [rim space(in.)/20 gpm @ 60 psi] | 1.6 [rim space(in.)/20 gpm @ 60 psi] |
Metering faucets | 0.25 gallons/cycle | 0.18 gallons/cycle |
Metering faucets for wash fountains | .25 [rim space(in.)/20 gpm @ 60 psi] | 18 [rim space(in.)/20 gpm @ 60 psi] |
Gravity tank type water closets | 1.6 gallons/flush | 1.12 gallons/flush1 |
Flushometer tank water closets | 1.6 gallons/flush | 1.12 gallons/flush1 |
Flushometer valve water closets | 1.6 gallons/flush | 1.12 gallons/flush1 |
Electromechanical hydraulic water closets | 1.6 gallons/flush | 1.12 gallons/flush1 |
Urinals | 1.0 gallons/flush | .5 gallons/flush |
A5.303.3 Appliances.
TYPE | HIGH-TEMPERATURE—MAXIMUM GALLONS PER RACK | CHEMICAL—MAXIMUM GALLONS PER RACK |
---|---|---|
Conveyer | 0.70 | 0.62 |
Door | 0.95 | 1.16 [BSC] 2.26 [DSA-SS] |
Undercounter | 0.90 | 0.98 |
A5.303.5 Dual plumbing. New buildings and facilities shall be dual plumbed for potable and recycled water systems for toilet flushing when recycled water is available as determined by the enforcement authority.
A5.304.1.1 Water budget. A water budget shall be developed for landscape irrigation use that conforms to the local water efficient landscape ordinance or to the California Department of Water Resources Model Water Efficient Landscape Ordinance where no local ordinance is applicable.
Note: Prescriptive measures to assist in compliance with the water budget are listed in Sections 492.5 through 492.8, 492.10 and 492.11 of the ordinance, which may be found at: http://www.owue.water.ca.gov/landscape/ord/ord.cfm.
A5.304.2.1 Outdoor potable water use. For new water service not subject to the provisions of Water Code Section 535, separate meters or submeters shall be installed for indoor and outdoor potable water use for landscaped areas between 500 square feet and 1000 square feet (the level at which Section 5.304.2 applies).
A5.304.4 Potable water reduction. Provide water efficient landscape irrigation design that reduces the use of potable water beyond the initial requirements for plant installation and establishment in accordance with Section A5.304.4.1 or A5.304.4.2. Calculations for the reduction shall be based on the water budget developed pursuant to Section 5.304.1.
A5.304.4.1 Tier 1. Reduce the use of potable water to a quantity that does not exceed 60 percent of ETo times the landscape area.
A5.304.4.2 Tier 2. Reduce the use of potable water to a quantity that does not exceed 55 percent of ETo times the landscape area.
Note: Methods used to accomplish the requirements of this section must be designed to the requirements of the California Building Standards Code and shall include, but not be limited to, the following:
- Plant coefficient
- Irrigation efficiency and distribution uniformity
- Use of captured rainwater
- Use of recycled water
- Water treated for irrigation purposes and conveyed by a water district or public entity
- Use of graywater
A5.304.4.3 Verification of compliance. A calculation demonstrating the applicable potable water use reduction required by this section shall be provided.
A5.304.4.4 Potable water reduction. Provide water efficient landscape irrigation design that reduces the use of potable water beyond the initial requirements for plant installation and establishment by 50 percent. Calculations for the reduction shall be based on the water budget developed pursuant to section A5.304.1.1.
Methods used to accomplish the requirements of this section must be designed to the requirements of the California Building Standards Code and shall include, but not be limited to, the following:
A5.304.5 Potable water elimination. Provide a water efficient landscape irrigation design that eliminates the use of potable water beyond the initial requirements for plant installation and establishment. Methods used to accomplish the requirements of this section must be designed the requirements of the California Building Standards Code and shall include, but not be limited, to, the following:
A5.304.6 Restoration of areas disturbed by construction. Restore all landscape areas disturbed during construction by planting with local adaptive and/or noninvasive vegetation.
A5.304.7 Previously developed sites. On previously developed or graded sites, restore or protect at least 50 percent of the site area with adaptive and/or noninvasive vegetation. Projects complying with Section A5.204.5.2 may apply vegetated roof surface to this calculation if the roof plants meet the definition of adaptive and noninvasive.
Exception: Area of the building footprint is excluded from the calculation.
A5.304.8 Graywater irrigation system. Install a graywater collection system for onsite subsurface irrigation using graywater collected from bathtubs, showers, bathroom wash basins and laundry water. See Appendix G, 2010 California Plumbing Code.
(Reserved)
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
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1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | X | X | X | X | ||||||||||||||
Chapter/Section | |||||||||||||||||||
A5.401.1 | X | X | |||||||||||||||||
A5.402.1 Definitions | X | X | |||||||||||||||||
A5.402.1 BUILDING COMMISSIONING | X | ||||||||||||||||||
A5.402.1 EMBODIED ENERGY | X | X | |||||||||||||||||
A5.402.1 LIFE CYCLE ASSESSMENT | X | X | |||||||||||||||||
A5.402.1 OVE | X | X | |||||||||||||||||
A5.402.1 POSTCONSUMER CONTENT | X | X | |||||||||||||||||
A5.402.1 PRECONSUMER (or POSTINDUSTRIAL) CONTENT | X | X | |||||||||||||||||
A5.402.1 RECYCLED CONTENT | X | X | |||||||||||||||||
A5.402.1 RECYCLED CONTENT VALUE (RCV) | X | X | |||||||||||||||||
A5.404 | X | X | |||||||||||||||||
A5.405 | X | X | |||||||||||||||||
A5.405.4 | X | ||||||||||||||||||
A5.405.4.2 | X | ||||||||||||||||||
A5.405.5 and subsections | X | ||||||||||||||||||
A5.406.1 | X | ||||||||||||||||||
A5.406.1.1 | X | X | |||||||||||||||||
A5.406.1.2 | X | ||||||||||||||||||
A5.406.1.3 | X | ||||||||||||||||||
A5.407 | X | X | X | ||||||||||||||||
A5.408.3.1 | X | ||||||||||||||||||
A5.408.3.1 w/Exceptions | X | ||||||||||||||||||
A5.408.3.1.1 | X | ||||||||||||||||||
A5.408.5 | X | X | X | ||||||||||||||||
A5.408.6 w/Exceptions | X | X | X | ||||||||||||||||
A5.408.7 | X | X | X | ||||||||||||||||
A5.409 | X | X | |||||||||||||||||
A5.410.3 and subsections | X | ||||||||||||||||||
A5.410.4 and subsections | X | ||||||||||||||||||
A5.410.6 | X | X | X |
Division A5.4 – MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
A5.401.1 Scope. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through reuse of existing building stock and materials; use of recycled, regional, rapidly renewable and certified wood materials; and employment of techniques to reduce pollution through recycling of materials.
A5.402.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner's project requirements.
EMBODIED ENERGY. The energy used for raw material extraction, transportation, manufacturing, assembly, installation and disposal during the life of a product, including the potential energy stored within the product.
LIFE CYCLE ASSESSMENT (LCA). A technique to evaluate the relevant energy and material consumed and environmental emissions associated with the entire life of a product, process, activity or service.
OVE. Optimal Value Engineering, another term for advanced wood framing techniques.
POSTCONSUMER CONTENT. Waste material generated by consumers after it is used and which would otherwise be discarded.
PRECONSUMER (or POSTINDUSTRIAL) CONTENT. Material diverted from the waste stream during one manufacturing process, including scraps, damaged goods and excess production, that is used in another manufacturing process.
RECYCLED CONTENT. Refer to International Organization of Standards ISO 14021—Environmental labels and declarations—Self-declared environmental claims (Type II environmental labeling).
RECYCLED CONTENT VALUE (RCV). Material cost multiplied by postconsumer content plus ½ the preconsumer content or RCV=$x(postconsumer content+½ preconsumer content).
(Reserved)
A5.404.1 Wood framing. Employ advanced wood framing techniques or OVE, as recommended by the U.S. Department of Energy's Office of Building Technology, State and Community Programs and as permitted by the enforcing agency.
A5.404.1.1 Structural or fire-resistance integrity. The OVE selected shall not conflict with structural framing methods or fire-rated assemblies required by the California Building Code.
A5.404.1.2 Framing specifications. Advanced framing techniques include the following:
Note: Additional information can be obtained from the U.S. DOE Energy Efficiency and Renewable Energy (EERE) website.
A5.405.1 Regional materials. Compared to other products in a given product category, select building materials or products for permanent installation on the project that have been harvested or manufactured in California or within 500 miles of the project site.
A5.405.2 Bio-based materials. Select bio-based building materials and products made from solid wood, engineered wood, bamboo, wool, cotton, cork, straw, natural fibers, products made from crops (soy-based, corn-based) and other bio-based materials with at least 50 percent bio-based content.
A5.405.2.1 Certified wood. Certified wood is an important component of green building strategies and the California Building Standards Commission will continue to develop a standard through the next code cycle.
A5.405.2.2 Rapidly renewable materials. Use materials made from plants harvested within a ten-year cycle for at least 2.5 percent of total materials value, based on estimated cost.
A5.405.3 Reused materials. Use salvaged, refurbished, refinished or reused materials for a minimum of 5 percent of the total value, based on estimated cost of materials on the project. Provide documentation as to the respective values.
Note: Sources of some reused materials can be found at http://ww.ciwmb.ca.gov/RCP/Product.asp?VW=CAT&CATID=257. See also Appendix A5, Division A5.1, Section A5.105.1 for on-site materials reuse.
A5.405.4 Recycled content, Tier 1 [DSA-SS] Recycled content. Use materials, equivalent in performance to virgin materials, with postconsumer or preconsumer recycled content value (RCV) for a minimum of 10 percent of the total value, based on estimated cost of materials on the project. Provide documentation as to the respective values.
A5.405.4.1 Recycled content, Tier 2. Use materials, equivalent in performance to virgin materials, with postconsumer or preconsumer recycled content value (RCV) for a minimum of 15 percent of the total value, based on estimated cost of materials on the project. Provide documentation as to the respective values.
A5.405.4.2 Determination of recycled content value (RCV). The recycled content of a material assembly shall be determined by weight and the fractional value of the weight is then multiplied by the total estimated cost of the material assembly.
Note: Sources and recycled content of some recycled materials can be found at CalRecycle.
A5.405.5 Cement and concrete. Use cement and concrete made with recycled products and complying with the following sections.
A5.405.5.1 Cement. Meet the following standards for cement:
A5.405.5.2 Concrete. Unless otherwise directed by the engineer, use concrete manufactured with cementitious materials in accordance with Sections A5.405.5.2.1 and A5.405.5.2.1.1, as approved by the enforcing agency.
A5.405.5.2.1 Supplementary cementitious materials (SCMs). Use concrete made with one or more of the following supplementary cementitious materials (SCMs):
Note: CalTrans specifications for UFFA and metakaolin may be found in the 2009-09 updates to the 2006 CalTrans specifications.
A5.405.5.2.1.1 Mix design equation. Use any combination of one or more SCMs, satisfying the equation:
(Equation A5.4-1)where:
F = Fly ash, natural pozzolan or other approved SCM, percent of total cementitious material for concrete on the project
SL = GGBFS, including the amount in blended cement percent of total cementitious material for concrete on the project
UF = Silica fume, metakaolin or UFFA, including the amount in blended cement, percent of total cementitious material for concrete on the project
Exception: Minimums for concrete products requiring high early strength may be lower as directed by the engineer.
A5.405.5.3 Additional means of compliance. Any of the following measures may be employed for the production of cement or concrete, depending on their availability and suitability, in conjunction with Section A5.405.5.2.
136A5.405.5.3.1 Cement. The following measures may be used in the manufacture of cement.
A5.405.5.3.1.1 Alternative fuels. Where permitted by state or local air quality standards, use alternative fuels.
A5.405.5.3.1.2 Alternative power. Use alternate electric power generated at the cement plant and/or green power purchased from the utility meeting the requirements of Section A5.211.
A5.405.5.3.1.3 Alternative ingredients. Use inorganic processing additions and limestone meeting ASTM C 150, Standard Specifications for Portland Cement.
A5.405.5.3.2 Concrete. The following measures may be used in the manufacture of concrete,
A5.405.5.3.2.1 Alternative energy. Use renewable or alternative energy meeting the requirements of Section A5.211.
A5.405.5.3.2.2 Recycled aggregates. Use concrete made with one or more of the following materials:
A5.405.5.3.2.3 Mixing water. Use water meeting ASTM C 1602, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete, either recycled water provided by the local water purveyor or water reclaimed from manufacturing processes.
A5.406.1 Choice of materials. Compared to other products in a given product category, choose materials proven to be characterized by one or more of the following.
A5.406.1.1 Service life. Select materials for longevity and minimal deterioration under conditions of use.
[DSA-SS] Use materials, equivalent in performance to virgin materials, with postconsumer or preconsumer recycled content value (RVC) for a minimum of 10 percent of the total value, based on estimated cost of materials on the project. Provide documentation as to the respective values.
A5.406.1.2 Reduced maintenance. Select materials that require little, if any, finishing. For those with surface protection, choose materials that do not require frequent applications of toxic or malodorous finishes.
A5.406.1.3 Recyclability. Select materials that can be reused or recycled at the end of their service life in the project.
A5.407.3 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, manufacturer’s installation instructions or local ordinance, whichever is more stringent.
A5.407.4 Moisture control. Employ moisture control measures by the following methods.
A5.407.4.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
A5.407.4.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings.
Notes:
- Use features such as overhangs and recesses and flashings integrated with a drainage plane.
- Use nonabsorbent floor and wall finishes within at least two feet around and perpendicular to such openings.
A5.408.3.1 Enhanced construction waste reduction. Divert to recycle or salvage nonhazardous construction and demolition debris generated at the site in compliance with one of the following:
Tier 1 At least a 65 percent reduction.
Tier 2. At least an 80 percent reduction.
A5.408.3.1.1 Verification of compliance. A copy of the completed waste management report shall be provided.
[DSA-SS] Divert to recycle or salvage nonhazardous construction and demolition debris generated at the site for at least an 80 percent reduction.
Exceptions:
A5.408.5 Construction waste diversion. Establish a construction waste management plan for the diverted materials or meet local construction and demolition waste management ordinance, whichever is more stringent.
A5.408.6 Construction waste reduction of at least 50 percent. Recycle and/or salvage for reuse a minimum of 50 per-
137cent of the nonhazardous construction and demolition debris or meet a local construction and demolition waste management ordinance, whichever is more stringent. Calculate the amount of materials diverted by weight or volume, but not by both.
Exceptions:
- Excavated soil and land-clearing debris.
- Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.
A5.408.7 Excavated soil and land clearing debris. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.
A5.409.1 Materials and system assemblies. Select materials assemblies based on life cycle assessment of their embodied energy and/or green house gas emission potentials.
Notes:
- Software for calculating life cycle costs for materials and assemblies may be found at:
- The Athena Institute website.
- The NIST BEES website.
- Life Cycle assessment may also be done in accordance with ISO Standard 14044.
- More information on life cycle assessment may be found at the Sustainable Products Purchasers Coalition; at the American Center for Life Cycle Assessment; at U.S.EPA Life Cycle Assessment Research; and at U.S.EPA Environmentally Preferable Products.
A5.410.3 Commissioning. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s project requirements. Commissioning shall be performed in accordance with this section by personnel trained and certified in commissioning by a nationally recognized organization. Commissioning requirements shall include as a minimum:
All building systems and components covered by Title 24, part 6, as well as process equipment and controls and renewable energy systems shall be included in the scope of the commissioning requirements.
A5.410.3.1 Owner’ project requirements (OPR). The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. At a minimum, this documentation shall include the following:
A5.410.3.2 Basis of Design (BOD). A written explanation of how the design of the building systems meets the owner’ project requirements shall be completed at the design phase of the building project and updated as necessary during the design and construction phases. At a minimum, the Basis of Design document shall cover the following systems:
A5.410.3.3 Commissioning plan. A commissioning plan shall be completed to document how the project will be commissioned and shall be started during the design phase of the building project. The commissioning plan shall include the following at a minimum:
A5.410.3.4 Functional performance testing. Functional performance tests shall demonstrate the correct installation
138and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized and include any readings and adjustments made.
A5.410.3.5 Documentation and training. A systems manual and systems operations training are required.
A5.410.3.5.1 Systems manual. Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner and facilities operator. At a minimum, the systems manual shall include the following:
A5.410.3.5.2 Systems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall include, as a minimum, the following:
A5.410.3.6 Commissioning report. A complete report of commissioning process activities undertaken through the design and construction and reporting recommendations for postconstruction phases of the building project shall be completed and provided to the owner.
A5.410.4 Testing and adjusting. Testing and adjusting of systems shall be required for buildings less than 10,000 square feet.
A5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting and balancing shall include at a minimum, as applicable to the project:
A5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with industry best practices and applicable national standards on each system.
A5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards, the National Environmental Balancing Bureau Procedural Standards or Associated Air Balance Council National Standards.
A5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these service.
A5.410.4.5 Operation and maintenance manual. Provide the building owner with detailed operating and maintenance instructions and copies of guaranties/warranties for each system prior to final inspection.
Notes:
- Software for calculating life cycle costs for materials and assemblies may be found at: The Athena Institute website;
The NIST BEES website;
Life Cycle assessment may also be done in accordance with ISO Standard 14044.- More information on life cycle assessment may be found at the Sustainable Products Purchasers Coalition; at the American Center for Life Cycle Assessment; at U.S. EPA Life Cycle Assessment Research; and at U.S. EPA Environmentally Preferable Products.
A5.410.6 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of nonhazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics and metals.
139Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | |||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | X | X | X | X | X | ||||||||||||||
Chapter⁄Section | |||||||||||||||||||
A5.501.1 | X | X | |||||||||||||||||
A5.502.1 Definitions | X | X | |||||||||||||||||
A5.504.1 and subsections | X | X | |||||||||||||||||
A5.504.2 | X | X | |||||||||||||||||
A5.504.2.1 and subsections | X | ||||||||||||||||||
A5.504.4.5.1 | X | X | X | X | |||||||||||||||
A5.504.4.7 | X | X | |||||||||||||||||
A5.504.4.7.1 | X | ||||||||||||||||||
A5.504.4.7.2 | X | ||||||||||||||||||
A5.504.4.8 | X | X | |||||||||||||||||
A5.504.4.8.1 | X | X | |||||||||||||||||
A5.504.4.8.2 | X | ||||||||||||||||||
A5.504.4.9 | X | X | X | X | X | ||||||||||||||
A5.504.4.9.1 | X | ||||||||||||||||||
A5.504.5 | X | X | X | X | X | ||||||||||||||
A5.504.5.1 | X | X | X | X | X | ||||||||||||||
A5.504.5.2 | X | X | |||||||||||||||||
A5.504.5.3.1 | X | X | |||||||||||||||||
A5.504.8 and subsections and tables | X | X | X | ||||||||||||||||
Table A5.504.8.5 | X | X | X | X | X | ||||||||||||||
A5.504.9 | X | X | X | ||||||||||||||||
A5.505 | X | X | X | ||||||||||||||||
A5.507.1 and subsections | X | X | |||||||||||||||||
A5.507.2 | X | X | |||||||||||||||||
A5.507.3 and subsections | X | X | |||||||||||||||||
A5.507.5 | X | ||||||||||||||||||
A5.508 | X |
Division A5.5 – ENVIRONMENTAL QUALITY
A5.501.1 Scope. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
A5.502.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.
INTERIOR, BUILDING. The inside of the weatherproofing system.
MERV. [BSC, DSA-SS] Filter minimum efficiency reporting value, based on ASHRAE 52.2-1999.
MULTI-OCCUPANT SPACES. Indoor spaces used for presentations and training, including classrooms and conference rooms.
NO ADDED FORMALDEHYDE (NAF) RESIN. Resin formulated with no added formaldehyde as part of the cross linking structure for making hardwood plywood, particle board or medium density fiberboard. “No added formaldehyde” resins include, but are not limited to, resins made from soy, polyvinyl acetate or methylene diisocyanate.
SINGLE OCCUPANT SPACES. Private offices, workstations in open offices, reception workstations and ticket booths.
ULTRA-LOW EMITTING FORMALDEHYDE (ULEF) RESINS. Resins formulated such that average formaldehyde emissions are consistently below the Phase 2 emission standards in Section 93120.2, as provided in Section 93120.3(d) of Title 17, California Code of Regulations.
A5.504.1 Indoor air quality (IAQ) during construction. Maintain IAQ as provided in Sections A5.504.1.1 and A5.504.1.2.
A5.504.1.1 Temporary ventilation. Provide temporary ventilation during construction in accordance with Section 121 (Requirements for Ventilation) of the California Energy Code, CCR, Title 24, Part 6 and Chapter 4 of CCR, Title 8 and as follows:
A5.504.1.2 Additional IAQ measures. Employ additional measures as follows:
A5.504.2 IAQ postconstruction. After all interior finishes have been installed, flush out the building by supplying continuous ventilation with all air handling units at their maximum outdoor air rate and all supply fans at their maximum position and rate for at least 14 days.
A5.504.2.1 IAQ testing. If the engineer determines that building flush-out pursuant to Section A5.504.2 is not feasible, a testing alternative may be employed after all interior finishes have been installed, using testing protocols recognized by the United States Environmental Protection Agency (U.S. EPA).
A5.504.2.1.1 Maximum levels of contaminants. Allowable levels of contaminant concentrations measured by testing shall not exceed the following:
A5.504.2.1.2 Test protocols. Testing of indoor air quality should include the following elements:
A5.504.2.1.3 Noncomplying building areas. For each sampling area of the building exceeding the maximum concentrations specified in Section A5.504.2.1.1, flush out with outside air and retest samples taken from the same area. Repeat the procedures until testing demonstrates compliance.
Note: U.S. EPA-recognized testing protocols may be found on the Air Resources Board website.
A5.504.4.5.1 Early compliance with formaldehyde limits. Where complying composite wood product is readily available for nonresidential occupancies, meet requirements before the compliance dates indicated in Table A5.504.8.5 (Tier 1) or use composite wood products made with either CARB-approved no-added formaldehyde (NAF) resins or CARB-approved ultra-low emitting formaldehyde (ULEF) resins (Tier 2).
[DSA-SS] Where complying composite wood product is readily available for nonresidential occupancies, meet requirements before the compliance dates indicated in Table A5.504.8.5 or use composite wood products made with either CARB-approved no-added formaldehyde (NAF) resins or CARB-approved ultra-low emitting formaldehyde (ULEF) resins.
A5.504.4.7 Resilient flooring systems, Tier 1 [DSA-SS] Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, install resilient flooring complying with the VOC-emission limits defined in the 2009 Collaborative for High Performance Schools (CHPS) criteria and listed on its Low-emitting Materials List or certified under the FloorScore program of the Resilient Floor Covering Institute.
A5.504.4.7.1 Resilient flooring systems, Tier 2. For 90 percent of floor area receiving resilient flooring, install resilient flooring complying with the VOC-emission limits defined in the 2009 Collaborative for High Performance Schools (CHPS) criteria and listed on its Low-emitting Materials List (or Product Registry) or certified under the FloorScore program of the Resilient Floor Covering Institute (RFCI).
Note: Products compliant with CHPS criteria certified under the Greenguard Children & Schools program may also be used.
A5.504.4.7.2 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.
A5.504.4.8 Thermal insulation, Tier 1 [DSA-SS] Thermal insulation. Comply with Chapters 12–13 (Standards for Insulating Material) in Title 24, Part 12, the California Referenced Standards Code and with the VOC-emission limits defined in 2009 CHPS criteria and listed on its Low-emitting Materials List, [BSC] (or Product Registry).
A5.504.4.8.1 Thermal insulation, Tier 2 [BSC] Thermal insulation, No-Added Formaldehyde. [DSA-SS] Install No-Added Formaldehyde thermal insulation in addition to meeting the 2009 CHPS criteria and listed on
142its Low-Emitting Materials List [BSC] (or Product Registry).
A5.504.4.8.2 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.
A5.504.4.9 Acoustical ceilings and wall panels. Comply with Chapter 8 in Title 24, Part 2, the California Building Code and with the VOC-emission limits defined in the 2009 CHPS criteria and listed on its Low-emitting Materials List, [BSC, OSHPD 1,2 and 4] (or Product Registry).
A5.504.4.9.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.
Note: Products compliant with CHPS criteria certified under the Greenguard Children & Schools program may also be used.
Note: [DSA-SS,OSHPD 1,2 and 4] Documentation shall he provided that verifies that finish materials are certified to meet the pollutant emission limits.
A5.504.5 Hazardous particulates and chemical pollutants. Minimize and control pollutant entry into buildings and cross-contamination of regularly occupied areas.
A5.504.5.1 Entryway systems. Install permanent entryway systems measuring at least six feet in the primary direction of travel to capture dirt and particulates at entryways directly connected to the outdoors.
A5.504.5.2 Isolation of pollutant sources. In rooms where activities produce hazardous fumes or chemicals, such as garages, janitorial or laundry rooms and copy or printing rooms, exhaust them and isolate them from their adjacent rooms.
A5.504.5.3.1 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air prior to occupancy that provides at least a Minimum Efficiency Reporting Value (MERV) of 11.
A5.504.8 Finish material pollutant control. Finish materials shall comply with Sections 5.504.8.1 through 5.504.8.4.
A5.504.8.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards:
143Note: Title 17 may be found at http://ccr.oal.ca.gov/.
ARCHITECTURAL APPLICATIONS | CURRENT VOC LIMIT |
---|---|
1. If an adhesive is used to bond dissimilar substrates together the adhesive with the highest VOC content shall be allowed. | |
2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168, http://www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF. | |
Indoor carpet adhesives | 50 |
Carpet pad adhesives | 50 |
Outdoor carpet adhesives | 150 |
Wood flooring adhesive | 100 |
Rubber floor adhesives | 60 |
Subfloor adhesives | 50 |
Ceramic tile adhesives | 65 |
VCT and asphalt tile adhesives | 50 |
Drywall and panel adhesives | 50 |
Cove base adhesives | 50 |
Multipurpose construction adhesives | 70 |
Structural glazing adhesives | 100 |
Single-ply roof membrane adhesives | 250 |
Other adhesive not specifically listed | 50 |
SPECIALTY APPLICATIONS | |
PVC welding | 510 |
CPVC welding | 490 |
ABS welding | 325 |
Plastic cement welding | 250 |
Adhesive primer for plastic | 550 |
Contact adhesive | 80 |
Special purpose contact adhesive | 250 |
Structural wood member adhesive | 140 |
Top and trim adhesive | 250 |
SUBSTRATE SPECIFIC APPLICATIONS | |
Metal to metal | 30 |
Plastic foams | 50 |
Porous material (except wood) | 50 |
Wood | 30 |
Fiberglass | 80 |
SEALANTS | CURRENT VOC LIMIT |
---|---|
Note: For additional information regarding methods to measure the VOC content specified in these tables, see South Coast Air Quality Management District Rule 1168:http://www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF. | |
Architectural | 250 |
Marine deck | 760 |
Nonmembrane roof | 300 |
Roadway | 250 |
Single-ply roof membrane | 450 |
Other | 420 |
SEALANT PRIMERS | |
Architectural Nonporous Porous | 250 775 |
Modified bituminous | 500 |
Marine deck | 760 |
Other | 750 |
A5.504.8.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table A5.504.8.3, unless local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table A5.504.8.3, shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table A5.504.8.3 shall apply.
A5.504.8.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the Product-Weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.
A5.504.8.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:
A5.504.8.4 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the following:
COATING CATEGORY | EFFECTIVE 1/1/2010 | EFFECTIVE 1/1/2012 |
---|---|---|
1. Grams of VOC Per liter of coating, including water and including exempt compounds. | ||
2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. | ||
3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available at Air Resources Board. | ||
Flat coatings | 50 | |
Nonflat coatings | 100 | |
Nonflat-high gloss coatings | 150 | |
Specialty coatings | ||
Aluminum roof coatings | 400 | |
Basement specialty coatings | 400 | |
Bituminous roof coatings | 50 | |
Bituminous roof primers | 350 | |
Bond breakers | 350 | |
Concrete curing compounds | 350 | |
Concrete/masonry sealers | 100 | |
Driveway sealers | 50 | |
Dry fog coatings | 150 | |
Faux finishing coatings | 350 | |
Fire resistive coatings | 350 | |
Floor coatings | 100 | |
Form-release compounds | 250 | |
Graphic arts coatings (sign paints) | 500 | |
High-Temperature coatings | 420 | |
Industrial maintenance coatings | 250 | |
Low solids coatings1 | 120 | |
Magnesite cement coatings | 450 | |
Mastic texture coatings | 100 | |
Metallic pigmented coatings | 500 | |
Multicolor coatings | 250 | |
pretreatment wash primers | 420 | |
Primers, sealers and undercoaters | 100 | |
Reactive penetrating sealers | 350 | |
Recycled coatings | 250 | |
Roof coatings | 50 | |
Rust preventative coatings | 400 | 250 |
Shellacs: Clear Opaque | 730 550 | |
Specialty primers, sealers and undercoaters | 350 | 100 |
Stains | 250 | |
Stone consolidants | 450 | |
Swimming pool coatings | 340 | |
Traffic marking coatings | 100 | |
Tub and tile refinish coatings | 420 | |
Waterproofing membranes | 250 | |
Wood coatings | 275 | |
Wood preservatives | 350 | |
Zinc-Rich primers | 340 |
A5.504.8.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.
A5.504.8.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table A5.504.8.1.
A5.504.8.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table A5.504.8.5
A5.504.8.5.2 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:
Product | Current Limit | Jan 1, 2012 | July 1, 2012 |
---|---|---|---|
1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96 (2002). For additional information, see California Code of Regulations. Title 17, Sections 93120 through 93120.12. | |||
2. Thin medium density fiberboard has a maximum thickness of eight millimeters. | |||
Hardwood plywood veneer core | 0.05 | ||
Hardwood plywood composite core | 0.08 | 0.05 | |
Particle board | 0.09 | ||
Medium density fiberboard | 0.11 | ||
Thin medium density fiberboard2 | 0.21 | 0.13 |
A5.504.9 Environmental tobacco smoke (ETS) control. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and in buildings; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.
A5.505.2 Indoor moisture control. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 and Chapter 14.
145A5.507.1 Lighting and thermal comfort controls. Provide controls in the workplace as described in Section A5.507.1. and A5.507.1.2.
A5.507.1.1 Single-occupant spaces. Provide individual controls that meet energy use requirements in the 2007 California Energy Code in accordance with Sections A5.507.1.1.1 and A5.507.1.1.2.
A5.507.1.1.1 Lighting. Provide individual task lighting and/or day lighting controls for at least 90 percent of the building occupants.
A5.507.1.1.2 Thermal comfort. Provide Individual thermal comfort for at least 50 percent of the building occupants.
A5.507.1.2 Multi-occupant spaces. Provide lighting and thermal comfort system controls for all shared multi-occupant spaces, such as classrooms and conference rooms.
A5.507.2 Daylight. Provide daylit spaces as required for toplighting and side lighting in the 2007 California Energy Code. In constructing a design, consider the following:
A5.507.3 Views. Achieve direct line of sight to the outdoor environment via vision glazing between 2'6″ and 7'6″ above finish floor for building occupants in 90 percent of all regularly occupied areas as demonstrated by plan view and section cut diagrams.
A5.507.3.1 Interior office spaces. Entire areas of interior office spaces may be included in the calculation if at least 75 percent of each area has direct line of sight to perimeter vision glazing.
A5.507.3.2 Multi-occupant spaces. Include in the calculation the square footage with direct line of sight to perimeter vision glazing.
Exceptions to Section A5.507.2 and A5.507.3. Copy/printing rooms, storage areas, mechanical spaces, restrooms, auditoria and other intermittently or infrequently occupied spaces or spaces where daylight would interfere with use of the space.
A5.507.5 Acoustical control. Public Schools and Community Colleges: Unoccupied, furnished classrooms must have a maximum background noise level of no more than 45 dBA LAeq and a maximum (unoccupied, furnished) reverberation of 0.6-second time for classrooms with less then 10,000 cubic feet and a maximum (unoccupied, furnished) reverberation of 0.7-second time for classroom volumes with between 10,000 cubic feet and 20,000 cubic feet.
A5.508.1.3 Hydrochlorofluorocarbons (HCFCs). Install HVAC and refrigeration equipment that do not contain HCFCs.
A5.508.1.4 Hydrofluorocarbons (HFCs). Install HVAC complying with either of the following:
Adopting agency | BSC | SFM | HCD | DSA | OSHPD | CSA | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1-AC | AC | SS | 1 | 2 | 3 | 4 | |||||||||||
Adopt entire CA chapter | X | ||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) | |||||||||||||||||||
Adopt only those sections that are listed below | |||||||||||||||||||
Chapter/Section | |||||||||||||||||||
Appendix A5 - First paragraph under Nonresidential Voluntary Measures title. |
Division A5.6–VOLUNTARY TIERS
A5.601.1 Scope. The measures contained in this appendix are not mandatory unless adopted by local government as specified in Section 101.7. The provision of the section outline means of achieving enhanced construction or reach levels by incorporating additional green building measures. In order to meet one of the tier levels designers, builders or property owners are required to incorporate additional green building measures necessary to meet the threshold of each level.
A5.601.2 CALGreen Tier 1
A5.601.2.1 Prerequisites. To achieve CALGreen Tier 1 status, a project must meet all of the mandatory measures in Chapter 5 and, in addition meet the provision of this section.
A5.601.2.2 Energy performance. For the purposes of energy efficiency standards in this code the California Energy Commission will continue to adopt mandatory building standards.
Using an alternative calculation method approved by the California Energy Commission, calculate each nonresidential building's TDV energy and CO2 emissions and compare it to the standard or “budget” building.
A5.601.2.3 Tier 1. Exceed California Energy Coderequirements, based on the 2008 Energy Efficiency Standards, by 15 percent. Field verify and document the measures and calculations used to reach the desired level of efficiency following the requirements specified in the Title 24 Nonresidential Alternative Calculation Method Manual.
A5.601.2.4 Voluntary measures for CALGreen Tier 1. In addition to the provisions of Sections A5.601.2.1 and A5.601.2.3 above, compliance with the following voluntary measures from Appendix A5 is required for Tier 1:
A5.601.3 CALGreen Tier 2.
A5.601.3.1 Prerequisites. To achieve CALGreen Tier 2 status, a project must meet all of the mandatory measures in Chapter 5 and, in addition, meet the provisions of this section.
A5.601.3.2 Energy performance. For the purposes of energy efficiency standards in this code the California Energy Commission will continue to adopt mandatory building standards.
Using an Alternative Calculation Method approved by the California Energy Commission, calculate each nonresidential building's TDV energy and CO2 emissions and compare it to the standard or “budget” building.
A5.601.3.3 Tier 2. Exceed California Energy Coderequirements, based on the 2008 Energy Efficiency Standards, by 30 percent. Field verify and document the measures and calculations used to reach the desired level of efficiency following the requirements specified in the Title 24 Nonresidential Alternative Calculation Method Manual.
A5.601.3.4 Voluntary measures for CALGreen Tier 2. In addition to the provisions of Sections A5.601.3.1 and A5.601.3.3 above, compliance with the following voluntary measures from Appendix A5 and additional effective measures from Appendix A5 and additional effective measures shown in Table A5.601.3.4 is required for Tier 2:
A5.601.4 Compliance verification. Compliance with Section A5.601.2 or A5.601.3 shall be required in Chapter 7 of this code. Compliance documentation shall be made part of the project record as required in Section 5.410.2 or 5.410.3.
1Cool roof is required for compliance with Tiers 1 and 2 and may be used to meet energy standards in Part 6, exceed energy standards by 15 or 30 percent and to mitigate heat island effect.
NONRESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST [OSHPD 1, 2 and 4] | ||||
---|---|---|---|---|
FEATURE OR MEASURE | COMPLIANCE LEVELS | NOTES | ||
MANDATORY CAL Green | VOLUNTARY CAL Green | |||
Tier 1 | Tier 2 | |||
DIVISION A5.1 – PLANNING AND DESIGN | ||||
SECTION Site Development | ||||
A5.106.9 Building orientation. Locate and orient the building as follows:
| ||||
DIVISION A5.2 – ENERGY EFFICIENCY | ||||
SECTION A5.203 Performance Measures | ||||
A5.203.1 Energy performance. [OSHPD 1] A5.203.1.1 CALGreen Tier 1. [OSHPD 1] Buildings must comply with the latest edition of “Savings By Design, Healthcare Modeling Procedures.” A5.203.1.2 CALGreen Tier 2. [OSHPD 1] Buildings must exceed the latest edition of “Savings By Design, Healthcare Modeling Procedures” by 15 percent. | | |||
SECTION A5.204 Prescriptive Measures | ||||
A5.204.1 ENERGY STAR equipment and appliances. All equipment and appliances provided by the builder shall be ENERGY STAR labeled if ENERGY STAR is applicable to that equipment or appliance. | ||||
A5.204.4 Commissioning. Building commissioning for all building systems covered by T24, Part 6, process systems and renewable energy systems shall be included in the design and construction processes of the building project. Commissioning requirements shall include as a minimum items listed in Section A5.204.4. A5.204.4.1 Owner’s Project Requirements (OPR). Documented before the design phase of the project begins the OPR shall include items listed in Section A5.204.4. A5.204.4.2 Basis of Design (BOD). A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project and updated periodically to cover the systems listed in Section A5.204.4.2. A5.204.4.3 Commissioning plan. A commissioning plan describing how the project will be commissioned shall be started during the design phase of the building project and shall include as a minimum items listed in Section A5.204.4.3. A5.204.4.4 Functional performance testing shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. A5.204.4.5 Post construction documentation and training. A systems manual and systems operations training are required. A5.204.4.5.1 Systems manual. The systems manual shall be delivered to the building owner and facilities operator and shall include the items listed in Section A5.204.4.5.1. A5.204.4.5.2 Systems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall include as a minimum items listed in Section A5.204.4.5.2. A5.204.4.6 Commissioning report. A complete report of commissioning process activities undertaken through the design, construction and postconstruction phases of the building project shall be completed and provided to the owner. | | | ||
A5.204.6 Building orientation and shading. Locate orient and shade the building as required in Section A5.106.11. | ||||
SECTION A5.205 Building Envelope | ||||
A5.205.1 Fenestration products and exterior doors. A5.205.1.1 Certification of fenestration products and exterior door other than field-fabricated. | ||||
A5.205.1.2 Installation of field-fabricated fenestration and exterior doors. | ||||
A5.205.2 Joints and other openings. | ||||
A5.205.3 Installation and roofing products. | 172 | |||
SECTION A5.207 HVAC Design, Equipment and Installation | ||||
A5.207.1 Space-conditioning equipment certification by manufacturers. A5.207.1.1 Efficiency. A5.207.1.2 Controls for heat pumps with supplementary electric resistance heaters. A5.207.1.3 Thermostats. A5.207.1.4 Gas-and oil-fired furnace standby loss controls. | | | ||
A5.207.2 Space conditioning systems. A5.207.2.1 Supply air temperature reset controls. A5.207.2.2 Electric resistance heating. A5.207.2.3 Heat rejection systems. A5.207.2.4 Hydronic system measures. A5.207.2.5 Air distribution system duct leakage sealing. A5.207.2.6 Variable air volume control for single zone systems. | | | ||
A5.207.3 Service water-heating systems and equipment. A5.207.3.1 Certification by manufacturers. A5.207.3.2 Efficiency. A5.207.3.3 Installation. | | | ||
A5.207.4 Natural gas central furnaces, cooking equipment and pool and spa heaters: Pilot lights prohibited. | ||||
A5.207.5 Controls for space-conditioning systems. A5.207.5.1 Thermostatic controls for each zone. A5.207.5.2 Criteria for zonal thermostatic controls. A5.207.5.3 Heat pump controls. A5.207.5.4 Dampers for air supply and exhaust equipment. A5.207.5.5 Automatic demand shed controls. | | | ||
A5.207.6 Pipe insulation. | ||||
SECTION A5.209 Lighting | ||||
A5.209.1 Lighting control devices, ballasts and luminaires. A5.209.1.1 All devices: Instructions and calibration. A5.209.1.2 Indicator lights. A5.209.1.3 Automatic time switch control devices. A5.209.1.4 Occupant sensors, motion sensors and vacancy sensors. A5.209.1.5 Multilevel occupant sensor. A5.209.1.6 Automatic daylighting control devices. A5.209.1.7 Interior Photosensors. A5.209.1.8 Multilevel astronomical time-switch controls. A5.209.1.9 Outdoor astromomical time-switch controls. A5.209.1.10 Dimmers. | | | ||
A5.209.2 Indoor lighting controls. A5.209.2.1 Area controls. A5.209.2.2 Multilevel lighting controls. A5.209.2.3 Daylight areas. A5.209.2.3.1 Daylight area. A5.209.2.3.1.2 Daylight area, primary sidelit. A5.209.2.3.1.3 Daylight area, secondary sidelit. A5.209.2.3.1.4 Daylight area, skylit. A5.209.2.3.2 Controls for luminaires providing general lighting that are in or are partially in the skylit daylight area and or the primary sidelit daylight area. A5.209.2.4 Shut-off controls. | | | ||
A5.209.3 Outdoor lighting controls and equipment. A5.209.3.1 Outdoor lighting. A5.209.3.2 Luminaire cutoff requirements. A5.209.3.3 Controls for outdoor lighting. | | | 173 | |
A5.209.4 Outdoor lighting. A5.209.4.1 Outdoor lighting power trade-offs. A5.209.4.2 Outdoor lighting power. A5.209.4.3 Calculation of actual lighting power. A5.209.4.4 Calculation of allowed lighting power. A5.209.4.4.1 General hardscape lighting allowance. A5.209.4.4.2 Additional lighting power allowance for specific applications. A5.209.4.4.2.3 Additional lighting power allowance for local ordinance requirements. | | | ||
A5.209.5 Signs. A5.209.5.1 Maximum allowed lighting power. A5.209.5.2 Alternate lighting sources. | | | ||
A5.209.6 Sign lighting controls. | ||||
A5.209.7 Nonresidential lighting control acceptance. | ||||
SECTION A5.210 Appliances. | ||||
A5.210.1 Appliances regulated by the appliance efficiency regulations. | ||||
DIVISION A5.4 – MATERIAL CONSERVATION AND RESOURCE EFFICIENCY | ||||
SECTION A5.407 Water Resistance and Moisture Management | ||||
A5.407.3 Weather Protection. A5.407.4.1 Moisture control. A5.407.4.2 Sprinklers. A5.407.4.3 Entries and openings. | | | ||
SECTION A5.408 Construction Waste Reduction, Disposal and Recycling | ||||
A5.408.5 Construction waste diversion. Establish a construction waste management plan or meet local ordinance, whichever is more stringent. | ||||
A5.408.6 Construction waste. Recycle and/or salvage for reuse a minimum of 50 percent of nonhazardous construction and demolition debris or meet local ordinance, whichever is more stringent. Exceptions:
| | | ||
A5.408.7 Excavated soil and land clearing debris. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from and clearing shall be reused or recycled. | ||||
SECTION A5.410 Building Maintenance and Operation | ||||
A5.410.6 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of nonhazardous materials for recycling. | ||||
DIVISION A5.5 – ENVIRONMENTAL QUALITY | ||||
SECTION A5.504 Pollutant Control | ||||
A5.504.4.5.1 Early compliance with formaldehyde limits. Where complying composite wood product is readily available for nonresidential occupancies, meet requirements before the compliance dates indicated in Table A5.504.8.5 (Tier 1) or use composite wood products made with either CARB-approved no-added formaldehyde (NAF) resins or CARB-approved ultra-low emitting formaldehyde (ULEF) resins (Tier 2). A5.504.8 Finish material pollutant control. Finish materials shall comply with Section A5.504.8.1 through A5.504.8.4. A5.504.8.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards.
| | | 174 | |
A5.504.8.3 Paints and coatings. Architectural paints and coatings shall comply with Table A5.504.8.3. A5.504.8.3.2 Verification. A5.504.8.4 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the standards listed in Section A5.504.8.3. A5.504.8.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. A5.504.8.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table A5.504.8.1. A5.504.8.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in Table A5.504.8. A5.504.8.5.2 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following.
| | | ||
A5.504.4.9 Acoustical ceilings and wall panels. Comply with Chapter 8 in Title 24, Part 2 and with the VOC-emission limits defined in the CHPS Low-emitting Materials List. | ||||
A5.504.5 Hazardous particulates and chemical pollutants. Minimize and control pollutant entry into buildings and cross-contamination of regularly occupied areas. A5.504.5.1 Entryway systems. Install permanent entryway systems measuring at least six feet in the primary direction of travel to capture dirt and particulates at entryways directly connected to the outdoors as listed in Items 1 through 3 in Section A5.504.5.1. | | | ||
A5.504.9 Environmental tobacco smoke (ETS) control. Prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and in buildings; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University or campus of the University of California, whichever are more stringent. | ||||
SECTION A5.505 Indoor Moisture Control | ||||
A5.505.2 Indoor moisture control. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Section 1203 and Chapter 14. | ||||
SECTION A5.507 Environmental Comfort Reserved |
ADMINISTRATION Chapter 1
AIR QUALITY AND EXHAUST, INDOOR – see INDOOR AIR QUALITY AND EXHAUST
AIR SEALING PACKAGE A4.206
APPLIANCES A4.210, A5.210
APPLICATION CHECKLISTS A4.602, Appendix A5 – BSC, DSA/SS, OSHPD
BUILDING ENVELOPE A4.205, A5.205
Fenestration products and exterior doors A5.205.1, A5.205.2
Insulation and roofing products A5.205.3
Radiant roof barriers A4.205.1
Window shading A4.205.2
BUILDING MAINTENANCE AND OPERATION 4.410
Commissioning 5.410.2, A5.410.3
Operation and maintenance manual 4.1410.1
Recycling by occupants 5.410.1
Testing and adjusting 5.410.4, A5.410.5
CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408
Construction waste diversion 5.408.1, A5.408.5
Construction waste management plan 4.408.2, 5.408.2
Construction waste reduction of at least 50% 4.408.1, 5.408.3, A5.408.6
Enhanced construction waste reduction A4.408, A5.408.3.1, A5.408.3.2
Excavated soil and land clearing debris 5.408.4, A5.408.7
DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES A5.105
DEFINITIONS Chapter 2
DURABILITY, ENHANCED AND REDUCED MAINTENANCE 4.406
Joints and openings 4.406.1
Choice of materials A5.406.1
ELEVATORS, ESCALATORS, AND OTHER EQUIPMENT A5.512
ENERGY EFFICIENCY
Commissioning (OSHPD) A5.204.4
Demand response A5.204.3
Energy monitoring A5.204.2
ENERGY STAR equipment and appliances A5.204.1
General 4.201, 5.201
Performance approach A4.203.1A5.203.1, A5.203.2
Prescriptive approach A5.204
ENERGY EFFICIENT STEEL FRAMING A5.213
ENVIRONMENTAL COMFORT 5.507,4 – 4.2, Af.507.5
Acoustical Control 5.507.4 – 4.2, A5.507.5
Daylight A5.507.2
Lighting and thermal comfort controls A5.507.1 – 1.1.2
Views A5.507.3 — 3.2
ENVIRONMENTAL QUALITY Chapter 8, A801
FIREPLACES 4.503, 5.503
FOUNDATION SYSTEMS A4.403
Frost protected foundation systems A4.403.1
Reduction in cement use A4.403.2
FRAMING, ENERGY EFFICIENT STEEL A5.213
FRAMING TECHNIQUES, EFFICIENT A4.404
Building systems A4.404.1
Lumber size A4.404.2
Pre-cut materials and details A4.404.3
Wood framing A5.404.1
GREEN BUILDING Chapter 3
Mixed occupancy buildings 302
Phased projects 303
Voluntary tiers 304, 305
Voluntary measures 306
HVAC DESIGN, EQUIPMENT AND INSTALLATION A4.207, A5.207
Commissioning (HCD) A4.207.2
Cooling A4.207.6
Ducts A4.207.7
Fans A4.207.9 – 10
177Heating A4.207.4 – 5
Innovative systems A4.207.1
INDOOR AIR QUALITY AND EXHAUST 4.506, 5.506
Bathroom exhaust fans 4.506.1
Carbon dioxide monitoring 5.506.2
Direct vent appliances A4.506.2
Filters 5.504.3.1, A4.506.1, A5.504.5.3.1
Outside air delivery 5.506.1, A505.2
INDOOR MOISTURE CONTROL 4.505, 5.505.1
Concrete slab foundations 4.505.2
Moisture control of building materials 4.505.3
INDOOR WATER USE – see WATER USE, INDOOR INNOVATIVE CONCEPTS AND LOCAL ENVIRONMENTAL CONDITIONS A4.107, A4.213, A4.306, A4.411, A4.509
INSTALLER AND THIRD PARTY QUALIFICATIONS Chapter 7
LIFE CYCLE ASSESSMENT A5.409
Materials and system assemblies A5.409.1
LIGHTING A4.209, A5.209
MAINTENANCE, REDUCED AND ENHANCED DURABILITY 4.406, A5.406
MATERIAL SOURCES A4.405, A5.405
Bio-based materials (from renewable sources) A4.405.4, A5.405.2
Cement and concrete A5.405.5
Concrete floors A4. 405.2
Prefinished building materials A4.405.1
Recycled content A4.405.3
Regional Materials A5.405.1
Reused materials A5.405.3
MOISTURE CONTROL, INDOOR – see INDOOR MOISTURE CONTROL
OUTDOOR AIR QUALITY 5.508, A5.508
Ozone depletion and greenhouse gas reductions 5.508.1 – 1.2,A5.508.1.3, A5.508.1.4
OUTDOOR WATER USE – see WATER USE, OUTDOOR
POLLUTION CONTROL 4.504, 5.504, A4.504, A5.504
Acoustical ceilings and wall panels A5.504.4.9 – 9.1, 4.504.2.1, Tables 4.504.184.504.2
Adhesives, sealants and caulks 5.504.4.1, Tables 5.504.4.1 & 5.504.4.2, Tables A5.504.8.1 & A5.504.8.2
Aerosol paints and coatings 4.504.2.3, 5.504.4.3.1, A5.504.8.3.1
Carpet systems 4.504.3 – 3.2, 5.504.4.4 – 4.2, A5.504.8.4 – 4.2, 4.504.5 – 5.1, Table 4.504.5
Composite wood products 5.504.4.5 – 5.2, Table 5.504.4.5, A4.504.1, A5.504.4.5.1, A5.504.8.5 – 5.2, Table A5.504.8.5
Covering of duct openings and protection of mechanical equipment during construction 4.504.1, 5.504.3
Environmental tobacco smoke control 5.504.7, A5.504.9
Finish material pollutant control 4.504.2, 5.504.4
Hazardous particulates and chemical pollutants A5.504.5 – 5.3.1
Indoor air quality (IAQ) during construction A5.504.1 – 1.2
IAQ Post-construction A5.504.2 – 2.1.3
Resilient flooring systems 4.504.4, 5.504.4.6 – 6.1, A4.504.2, A5.504.4.7 – 7.2
Thermal insulation A4.504.3, A5.504.8 – 8.1.1
REFERENCED STANDARDS Chapter 6
RENEWABLE ENERGY A5.211
Green Power A4.211, A5.211.3
Grid neutral A5.211.1.2 – 2.3
On-site renewable energy A4.211.1, A4.211.2, A5.211.1
Prewiring for future solar A4.211.3 – 4, A5.211.4 – 4.1
SAMPLE FORMS Chapter 8
Construction Waste Management (CWM) Plan
Construction Waste Management (CWM) Worksheet
Construction Waste Management (CWM) Acknowledgment
178SITE DEVELOPMENT 4.106, 5.106, A4.106, A5.106
Bicycle parking and changing rooms 5.106.4, A5.106.4, Table A5.106.4.3
Building orientation A4.106.1, A5.106.9 – 9.1
Designated parking for fuel efficient vehicles 5.106.5.2, A5.106.5.1 – 1.3, Tables A5.106.5.1.1 – 1.2
Exterior wall shading A5.106.7
Grading and paving 5.106.10, A4.106.5, A5.106.11, A5.106.11.2,
Heat island effect – cool roof Tables A4.106.5(1) – (2), A5.106.11.2.1 – 2.2, Table A5.106.4
Heat island effect – hardscape alternatives A5.106.11, A5.106.11.1
Landscape design A4.106.3
Light pollution reduction 5.106.8
Low impact development A5.106.3 – 3.2
Reduce parking capacity A5.106.6
Soil analysis and protection A4.106.2 – 2.3
Storm water management 4.106.2, 5.106.1, A5.106.2
Surface drainage 4.106.3
Water permeable surfaces A4.106.4, A5.106.11.1
SITE PRESERVATION A4.104, A5.104
Reduce development footprint and optimize open space A5.104.1
SITE SELECTION A4.103, A5.103
Brownfield, greyfield, or infill site development A5.103.2 – 2.1
Community connectivity A5.103.1
VOLUNTARY MEASURES 301.1, 306
VOLUNTARY TIERS 304, 305, A4.601, A5.601
WATER HEATING DESIGN, EQUIPMENT AND INSTALLATION A4.208.1
WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407, A4.407, A5.407
Moisture control 5.407.2, A4.407.1 – 2, A5.407.4
Weather protection 5.407.1, A4.407.3 – 7, A5.407.3
WATER REUSE SYSTEMS A4.305
Graywater A4.305.1
Recycled water for landscape irrigation A4.305.3
Recycled water piping A4.305.2
WATER USE, INDOOR 4.303, 5.303, A4.303.1, A5.203
20% Savings 4.303.1
Appliances A5.303.3
Dual plumbing 5.303.5
Fixture flow rates Table 4.303.3, Table 5.303.2.3
Kitchen faucets and dishwashers A4.303.1
Meters 5.303.1
Multiple showerheads serving one shower 4.303.2, 5.303.2.1
Nonwater supplied urinals and waterless toilets A4.303.2
Plumbing fixtures and fittings 4.303.3, 5.303.6
Tier 1, 30% savings; Tier 2, 35% savings; and 40% savings A5.303.2.1 – A5.303.2.3
Wastewater reduction 5.303.4
Water Use Baseline Table 4.303.1, Table 5.303.2.2
WATER USE, OUTDOOR 4.304, 5.304, A4.304, A5.304
Graywater irrigation system A5.304.8
Irrigation controllers 4.304.1, 5.304.3.1
Low-water consumption irrigation system A4.304.1
Outdoor potable water meters 5.304.3, A5.303.1.1.1
Potable water elimination A4.304.5
Potable water reduction A4.304.4, A5.304.4, A5.304.4.4
Previously developed sites A5.304.7
Rainwater or stormwater collection systems A4.304.2
Restoration of areas disturbed by construction A5.304.6
Water budget 5.304.1, A4.304.3
WORKSHEET
Baseline Water Use Chapter 8, (WS-1)
20% Reduction Water Use Calculation Table Chapter 8, (WS-2)
30, 35, or 40% Reduction Water Use Calculation Table Chapter 8, (WS-3)
(Title 24, Part 11, California Code of Regulations)
For prior history, see the History Note Appendix to the California Green Building Standards Code, 2008 Edition, effective August 1, 2009.