Adopting agency | BSC | BSC- CG |
SFM | HCD | DSA | OSHPD | BSCC | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1/AC | AC | SS | 1 | 1R | 2 | 3 | 4 | 5 | ||||||||||||
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 | ||||||||||||||||||||||
5.101 | X | |||||||||||||||||||||
5.102 Definitions | X | |||||||||||||||||||||
5.106.4.2 and subsections | X | |||||||||||||||||||||
5.106.5.3 | X | |||||||||||||||||||||
5.106.8 | X | |||||||||||||||||||||
5.106.10 | X | |||||||||||||||||||||
5.106.12 | X |
Division 5.1 Planning and Design
The following terms are defined in Chapter 2.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES.
NEIGHBORHOOD ELECTRIC VEHICLE (NEV).
ZEV.
(Reserved)
(Reserved)
(Reserved)
Soil loss BMP's that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
- Scheduling construction activity during dry weather, when possible.
- Preservation of natural features, vegetation, soil, and buffers around surface waters.
- Drainage swales or lined ditches to control stormwater flow.
- Mulching or hydroseeding to stabilize disturbed soils.
- Erosion control to protect slopes.
- Protection of storm drain inlets (gravel bags or catch basin inserts).
- Perimeter sediment control (perimeter silt fence, fiber rolls).
- Sediment trap or sediment basin to retain sediment on site.
- Stabilized construction exits.
- Wind erosion control.
- Other soil loss BMP's acceptable to the enforcing agency.
Good housekeeping BMP's to manage construction equipment, materials, non-stormwater discharges, and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
- Dewatering activities.
- Material handling and waste management.
- Building materials stockpile management.
- Management of washout areas (concrete, paints, stucco, etc.).
- Control of vehicle/equipment fueling to contractor's staging area.
- Vehicle and equipment cleaning performed off site.
- Spill prevention and control.
- Other housekeeping BMP's acceptable to the enforcing agency.
The NPDES permits require postconstruction runoff (postproject hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conservation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.
Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/ constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.
If the new project or an addition or alteration 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 new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
- Covered, lockable enclosures with permanently anchored racks for bicycles;
- Lockable bicycle rooms with permanently anchored racks; or
- Lockable, permanently anchored bicycle lockers.
Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:
- Covered, lockable enclosures with permanently anchored racks for bicycles;
- Lockable bicycle rooms with permanently anchored racks; or
- Lockable, permanently anchored bicycle lockers.
In new projects or additions or alterations that add 10 or more vehicular parking spaces, 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 |
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/
VANPOOL/EV
Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces.
- The type and location of the EVSE.
- A listed raceway capable of accommodating a 208/240- volt dedicated branch circuit.
- The raceway shall not be less than trade size 1."".
- The raceway shall originate at a service panel or a subpanel serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and into a listed suitable cabinet, box, enclosure or equivalent.
- The service panel or subpanel shall have sufficient capacity to accommodate a minimum 40- ampere dedicated branch circuit for the future installation of the EVSE.
- The type and location of the EVSE.
- The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and into a listed suitable cabinet(s), box(es), enclosure(s) or equivalent.
- Plan design shall be based upon 40- ampere minimum branch circuits.
- Electrical calculations shall substantiate the design of the electrical system, to include the rating of equipment and any on-site distribution transformers and have sufficient capacity to simultaneously charge all required EVs at its full rated amperage, unless otherwise permitted by the Los Angeles Electrical Code.
- The service panel or subpanel(s) shall have sufficient capacity to accommodate the required number of dedicated branch circuit(s) for the future installation of the EVSE.
- Where there is insufficient electrical supply.
- Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3 LAMC Subdivision 99.05.106.5.3, may adversely impact the construction cost of the project.
TOTAL NUMBER OF ACTUAL PARKING SPACES | NUMBER OF REQUIRED EV CHARGING SPACES |
0-9 | 0 |
10-25 | 1 |
26-50 | 2 |
51-75 | 4 |
76-100 | 5 |
101-150 | 7 |
151-200 | 10 |
201 and over | 6 percent of total1 |
- Calculation for spaces shall be rounded up to the nearest whole number.
[N] Outdoor lighting systems shall be designed and installed to comply with the following:
- The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and
- Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);
- Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and
- Allowable BUG ratings not exceeding those shown in Table 5.106.8 [N], or
Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.
Exceptions: [N]
- Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code
- Emergency lighting.
- Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.
- Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.
- [N] See also California Building Code, Chapter 12, Section 1205.7 for college campus lighting requirements for parking facilities and walkways.
- Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A1, California Energy Code Tables 130.2-A and 130.2-B.
- Refer to the California Energy Code for requirements for additions and alterations.
MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS1,2
ALLOWABLE RATING | LIGHTING ZONE LZ0 | LIGHTING ZONE LZ1 | LIGHTING ZONE LZ2 | LIGHTING ZONE LZ3 | LIGHTING ZONE LZ4 |
Maximum Allowable Backlight Rating3 (B) | |||||
Luminaire greater than 2 mounting heights (MH) from property line | N/A | No Limit | No Limit | No Limit | No Limit |
Luminaire back hemisphere is 1 — 2 MH from property line | N/A | B2 | B3 | B4 | B4 |
Luminaire back hemisphere is 0.5 — 1 MH from property line | N/A | B1 | B2 | B3 | B3 |
Luminaire back hemisphere is less than 0.5 MH from property line | N/A | B0 | B0 | B1 | B2 |
Maximum Allowable Uplight Rating (U) | |||||
For area lighting4 | N/A | U0 | U0 | U0 | U0 |
For all other outdoor lighting, including decorative luminaires | N/A | U1 | U2 | U3 | U4 |
Maximum Allowable Glare Rating5 (G) | |||||
Luminaire greater than 2 MH from property line | N/A | G1 | G2 | G3 | G4 |
Luminaire front hemisphere is 1 — 2 MH from property line | N/A | G0 | G1 | G1 | G2 |
Luminaire front hemisphere is 0.5 — 1 MH from property line | N/A | G0 | G0 | G1 | G1 |
Luminaire front hemisphere is less than 0.5 MH from property line | N/A | G0 | G0 | G0 | G1 |
- IESNA Lighting Zones 0 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the California Administrative Code.
- For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.
- If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met.
- General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting."
- If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met.
Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:
- Swales.
- Water collection and disposal systems.
- French drains.
- Water retention gardens.
- Other water measures which keep surface water away from buildings and aid in groundwater recharge.
Exception: Additions and alterations not altering the drainage path.
- Provide shade (mature within 15 years of occupancy);
- Use light colored materials with an initial solar reflectance value of at least .30 as determined in accordance with American Society for Testing and Materials (ASTM) Standards E 1918 or C 1549;
- Use open-grid pavement system or pervious or permeable pavement system; or
- Use solar panel arrays to create a canopy shade system.
Division 5.2 Energy Efficiency
Adopting agency | BSC | BSC- CG |
SFM | HCD | DSA | OSHPD | BSCC | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1/AC | AC | SS | 1 | 1R | 2 | 3 | 4 | 5 | ||||||||||||
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 |
- Additions having less than 2,000 sq. ft. of new roof area;
- Alterations.
Adopting agency | BSC | BSC- CG |
SFM | HCD | DSA | OSHPD | BSCC | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1/AC | AC | SS | 1 | 1R | 2 | 3 | 4 | 5 | ||||||||||||
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 | |||||||||||||||||||||
5.303.3.1 | X | |||||||||||||||||||||
5.303.3.2 | X | |||||||||||||||||||||
5.303.3.3 | X | |||||||||||||||||||||
5.303.3.4 | X | |||||||||||||||||||||
5.303.6 | X | |||||||||||||||||||||
5.304.6 and subsections | X |
The following terms are defined in Chapter 2.
DISINFECTED TERTIARY RECYCLED WATER.
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO).
SPECIAL LANDSCAPE AREA (SLA). [DSA-SS]
- For each individual leased, rented, or other tenant space within the building projected to consume more than 100 gal/day gallons per day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.
-
Where separate submeters for individual building tenants are unfeasible potable water is used for industrial/process uses, for water supplied to the following subsystems:
- Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
- Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
- Steam and hot-water boilers with energy input more than 500,000 Btu/h (147 kW).
- For each building that uses more than 100 gallons per day on a parcel containing multiple buildings.
- Projects with plumbing systems having fixtures and fittings that comply with the maximum flow rate values shown in LAMC Table 99.05.303.2.3.
- Additions and alterations to buildings with fixtures and fittings complying with the maximum flow rate values shown in LAMC Table 99.05.303.2.3. This provision shall apply only to new fixtures.
- Buildings utilizing recycled water in accordance with LAMC Subsection 99.05.305.2.
- Replacement of plumbing fixtures and fittings.
FIXTURE TYPE | BASELINE FLOW RATE | DURATION | DAILY USES | OCCUPANTS2 |
Showerheads | 1.8 gpm @ 80 psi | 5 min. | 1 | X2a |
Lavatory Faucets, Non-Residential | 0.5 gpm @ 60 psi | .25 min. | 3 | X |
Kitchen Faucets | 1.8 gpm @ 60 psi | 4 min. | 1 | X2b |
Metering Faucets | 0.20 gallons/cycle | .25 min. | 3 | X |
Water Closets | 1.28 gallons/flush | 1 flush | 1 male1 | X |
3 female | ||||
Urinals | 0.125 gallons/flush | 1 flush | 2 male | X |
- The daily use number shall be increased to three if urinals are not installed in the room.
- Refer to Table A, Chapter 4 of the California Plumbing Code, for occupant load factors.
- Shower use by occupants depends on the type of use of a building or portion of a building. For example, the total occupant load for a health club, but only a fraction of the occupants in an office building as determined by the anticipated number of users.
- Kitchen faucet use is determined by the occupant load of the area served by the fixture.
- Use Worksheet WS-1 of the 2016 CALGreen Code to calculate baseline water use.
FIXTURE TYPE | MAXIMUM ALLOWABLE FLOW RATE |
Lavatory Faucets, | 0.4 gpm @ 60 psi |
Non-Residential* | 0.20 gallons/cycle |
Kitchen Faucets** | 1.50 gpm @ 60 psi |
Dishwashers | ENERGY-STAR certified |
Clothes Washers | ENERGY-STAR certified |
The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.
When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
- The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.
- MWELO and supporting documents, including a water budget calculator, are available at: https:// www.water.ca.gov/.
- Additions that use any part of the existing plumbing system.
- Alterations that do not include replacing all of the potable water piping.
- Where City-recycled water quality has been deemed non-suitable for a particular fixture or equipment, connection to the City is not required. The fixture and/or equipment shall be dual-plumbed to allow for future connection.
For the purposes of Section 5.305.1.1, when a recycled water supply pipe is located within 300 feet from a construction site boundary, it shall be considered that reclaimed (recycled) water is available from a municipal source.
- Service areas in which the only reclaimed (recycled) water is used for potable purposes, or in which net nonpotable deliveries are anticipated to remain level or decrease as a result of the potable reuse project.
- Where access to disinfected tertiary recycled
water is not feasible and/or cost-efficient, as
determined by the authority having jurisdiction in
consultation with the recycled water purveyor.
Note: A city, county, or city and county, in consultation with the recycled water purveyor, may further reduce the area for the mandate to install recycled water supply systems if the recycled water purveyor is unable to accommodate new services or unable to provide uninterruptable service.
- A potable water supply system is not required for landscape irrigation if the landscape irrigation system is supplied with recycled water at the time of final inspection.
- Potable water may be used with the recycled water supply system on a temporary basis, as allowed by the authority having jurisdiction in consultation with the recycled water purveyor.
- Cooling towers shall have a minimum of 6 cycles of concentration (blowdown); or
- A minimum of 50 percent of makeup water supply shall come from non-potable water sources, including treated backwash.
Division 5.4 Material Conservation and Resource Efficiency
Adopting agency | BSC | BSC- CG |
SFM | HCD | DSA | OSHPD | BSCC | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1/AC | AC | SS | 1 | 1R | 2 | 3 | 4 | 5 | ||||||||||||
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 | |||||||||||||||||||||
5.407 and subsections | X | |||||||||||||||||||||
5.408.1 and subsections | X | |||||||||||||||||||||
5.410.1 | X | |||||||||||||||||||||
5.410.1.2 | X |
Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:
- An installed awning at least 4 feet in depth.
- The door is protected by a roof overhang at least 4 feet in depth.
- The door is recessed at least 4 feet.
- Other methods which provide equivalent protection.
Where a local jurisdiction does not have a construction and demolition waste management ordinance that is more stringent, submit a construction waste management plan that
- Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.
- Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).
- Identifies diversion facilities where construction and demolition waste material collected will be taken.
- Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.
Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
- 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.
- Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.
- Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at https://www.dgs.ca.gov/BSC/Resources/ Page-Content/Building-Standards-CommissionResources-List-Folder/CALGreen 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).
- If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. (www.cdfa.ca.gov/exec/county/county_contacts.html)
- For a map of known pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
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.
Commissioning requirements shall include:
- Owner's or owner representative's project requirements.
- Basis of design.
- Commissioning measures shown in the construction documents.
- Commissioning plan.
- Functional performance testing.
- Documentation and training.
- Commissioning report.
- Unconditioned warehouses of any size.
- Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.
- Tenant improvements less than 10,000 square feet as described in Section 303.1.1.
- Open parking garages of any size, or open parking garage areas, of any size, within a structure.
- IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 does not certify individuals to conduct functional performance tests or to adjust and balance systems.
- Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.
[N] 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:
- Environmental and sustainability goals.
- Building sustainable goals.
- Indoor environmental quality requirements.
- Project program, including facility functions and hours of operation, and need for after hours operation.
- Equipment and systems expectations.
- Building occupant and operation and maintenance (O&M) personnel expectations.
[N] 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. The Basis of Design document shall cover the following systems:
- Renewable energy systems.
- Landscape irrigation systems.
- Water reuse systems.
[N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:
[N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:
- Site information, including facility description, history and current requirements.
- Site contact information.
- Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.
- Major systems.
- Site equipment inventory and maintenance notes.
- A copy of verifications required by the enforcing agency or this code.
- Other resources and documentation, if applicable.
[N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:
- System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).
- Review and demonstration of servicing/preventive maintenance.
- Review of the information in the systems manual.
- Review of the record drawings on the system/ equipment.
Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include, as applicable to the project:
- Renewable energy systems.
- Landscape irrigation systems.
- Water reuse systems.
Section 5.5 Environmental Quality
Adopting agency | BSC | BSC- CG |
SFM | HCD | DSA | OSHPD | BSCC | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 1/AC | AC | SS | 1 | 1R | 2 | 3 | 4 | 5 | ||||||||||||
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 | 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 | |||||||||||||||||||||
5.504.5.3 | X | |||||||||||||||||||||
5.505 | X | |||||||||||||||||||||
5.506.1 | X | |||||||||||||||||||||
5.507.4 and subsections | X | |||||||||||||||||||||
5.508.1 and subsections | X |
The following terms are defined in Chapter 2.
A-WEIGHTED SOUND LEVEL (dBA).
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL).
DAY-NIGHT AVERAGE SOUND LEVEL (Ldn).
DECIBEL (dB).
ENERGY EQUIVALENT (NOISE) LEVEL (Leq).
GLOBAL WARMING POTENTIAL (GWP).
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE).
MERV.
MAXIMUM INCREMENTAL REACTIVITY (MIR).
PRODUCT-WEIGHTED MIR (PWMIR).
PSIG.
REACTIVE ORGANIC COMPOUND (ROC).
VOC.
Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:
- Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.
- Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.
ARCHITECTURAL APPLICATIONS | VOC LIMIT |
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 | 50250 |
SPECIALTY APPLICATIONS | |
PVC welding | 510 |
CPVC welding | 490 |
ABS welding | 325 |
Plastic cement welding | 250100 |
Adhesive primer for plastic | 550 |
Contact adhesive | 80 |
Special purpose contact adhesive | 250 |
Structural wood member adhesive | 140 |
Top and trim adhesive | 250540 |
SUBSTRATE SPECIFIC APPLICATIONS | |
Metal to metal | 30 |
Plastic foams | 50 |
Porous material (except wood) | 50 |
Wood | 30 |
Fiberglass | 80 |
- If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed.
- For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District (SCAQMD) Rule 1168.
SEALANTS | VOC LIMIT |
Architectural | 25050 |
Marine deck | 760 |
Non-membrane roof | 300 |
Roadway | 250 |
Single-ply roof membrane | 450 |
Other | 420 |
SEALANT PRIMERS | |
Architectural | |
Nonporous |
250 |
Porous |
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.
COATING CATEGORY | VOC LIMIT |
Flat coatings | 50 |
Nonflat coatings | 10050 |
Nonflat-high gloss coatings | 15050 |
SPECIALTY COATINGS | |
Aluminum roof coatings | 400100 |
Basement specialty coatings | 400 |
Bituminous roof coatings | 50 |
Bituminous roof primers | 350 |
Bond breakers | 350 |
Concrete curing compounds | 350100 |
Concrete curing compounds, Roadways & Bridges | 350 |
Concrete/masonry sealers | 100 |
Driveway sealers | 50 |
Dry fog coatings | 15050 |
Faux finishing coatings | 350 |
Clear Top Coat
|
100 |
Decorative Coatings
|
350 |
Glazes
|
350 |
Japan
|
350 |
Trowel Applied Coatings
|
50 |
Fire resistive coatings | 350150 |
Floor coatings | 10050 |
Form-release compounds | 250100 |
Graphic arts coatings (sign paints) | 500200 |
High temperature coatings | 420 |
Industrial maintenance coatings | 250100 |
Low solids coatings1 | 120 |
Magnesite cement coatings | 450 |
Mastic texture coatings | 100 |
Metallic pigmented coatings | 500150 |
Multicolor coatings | 250 |
Pretreatment wash primers | 420 |
Primers, sealers, and undercoaters | 100 |
Reactive penetrating sealers | 350 |
Recycled coatings | 250 |
Roof coatings | 50 |
Roof coatings, aluminum | 100 |
Rust preventative coatings | 250100 |
Shellacs | |
Clear | 730 |
Opaque | 550 |
Specialty primers, sealers and undercoaters | 100 |
Stains | 250100 |
Stains, Interior | 250 |
Stone consolidants | 450 |
Swimming pool coatings | 340 |
Traffic marking coatings | 100 |
Tub and tile refinish coatings | 420 |
Waterproofing membranes | 250100 |
Wood coatings | 275 |
Wood preservatives | 350 |
Zinc-rich primers | 340100 |
- Grams of VOC per liter of coating, including water and including exempt compounds.
- The specified limits remain in effect unless revised limits are listed in subsequent columns in the table.
- Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008South Coast Air Management District (SCAQMD) Rule 1113. More information is available from the Air Resources Board SCAQMD.
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:
- Manufacturer's product specification
- Field verification of on-site product containers
All carpet installed in the building interior shall meet at least one of the following testing and product requirements:
- Carpet and Rug Institute's Green Label Plus Program;
- Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350);
- NSF/ANSI 140 at the Gold level or higher;
- Scientific Certifications Systems Sustainable Choice; or
- Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High Performance Product Database.
PRODUCT | CURRENT LIMIT |
Hardwood plywood veneer core | 0.05 |
Hardwood plywood composite core | 0.05 |
Particleboard | 0.09 |
Medium density fiberboard | 0.11 |
Thin medium density fiberboard2 | 0.13 |
- 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 E1333. For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12.
- Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm).
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 certifications and specifications.
- Chain of custody certifications.
- Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).
- Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.
- Other methods acceptable to the enforcing agency.
For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following:
- Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;
- Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;
- Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High Performance Product Database; or
- Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's & Schools Program).
Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E90 and ASTM E413 or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or 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.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.
Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:
Within the 65 CNEL noise contour of an airport.
Exceptions:
- Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.
- Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.
- Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.
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 at the California Office of Noise Control: http://www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.
Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.
Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.
Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.
Chain tethers to fit over the stem are required for valves designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem operation.