|
TABLE - MAXIMUM FIXTURE WATER USE
<br />FIXTURE TYPE FLOW RATE
<br />(RESIDENTIAL)
<br />SHOWER HEADS
<br />2.0 GMP @ 80 PSI
<br />(RESIDENTIAL)
<br />LAVATORY FAUCETS
<br />MIN. 0.8 GPM @ 20 PSI
<br />MAX. 1.2 GPM @ 60 PSI
<br />COMMON & PUBLIC USE AREAS
<br />LAVATORY FAUCETS IN 0.5 GPM @ 60 PSI
<br />KITCHEN FAUCETS 1.8 GPM @ 60 PSI
<br />METERING FAUCETS 0.25 GAL/CYCLE
<br />WATER CLOSET 1.28 GAL/FLUSH
<br />URINALS 0.125 GAL/FLUSH
<br />1,2TABLE 4.504.1 - ADHESIVE VOC LIMIT
<br />(Less Water and Less Exempt Compounds in Grams per Liter)
<br />ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
<br />INDOOR CARPET ADHESIVES 50
<br />CARPET PAD ADHESIVES 50
<br />OUTDOOR CARPET ADHESIVES 150
<br />WOOD FLOORING ADHESIVES 100
<br />RUBBER FLOOR ADHESIVES 60
<br />SUBFLOOR ADHESIVES 50
<br />CERAMIC TILE ADHESIVES 65
<br />VCT & ASPHALT TILE ADHESIVES 50
<br />DRYWALL & PANEL ADHESIVES 50
<br />COVE BASE ADHESIVES 50
<br />MULTIPURPOSE CONSTRUCTION ADHESIVE 70
<br />STRUCTURAL GLAZING ADHESIVES 100
<br />SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
<br />OTHER ADHESIVES NOT LISTED 50
<br />SPECIALTY APPLICATIONS
<br />PVC WELDING 510
<br />CPVC WELDING 490
<br />ABS WELDING 325
<br />PLASTIC CEMENT WELDING 250
<br />ADHESIVE PRIMER FOR PLASTIC 550
<br />CONTACT ADHESIVE 80
<br />SPECIAL PURPOSE CONTACT ADHESIVE 250
<br />STRUCTURAL WOOD MEMBER ADHESIVE 140
<br />TOP & TRIM ADHESIVE 250
<br />SUBSTRATE SPECIFIC APPLICATIONS
<br />METAL TO METAL 30
<br />PLASTIC FOAMS 50
<br />POROUS MATERIAL (EXCEPT WOOD)50
<br />WOOD 30
<br />FIBERGLASS 80
<br />THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
<br />1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
<br />QUALITY MANAGEMENT DISTRICT RULE 1168.
<br />THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
<br />2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
<br />RESIDENTIAL MANDATORY MEASURES
<br />CHAPTER 4
<br />PLANNING AND DESIGNDIVISION 4.1
<br />Commission will continue to adopt mandatory standards.
<br />For the purposes of mandatory energy efficiency standards in this code, the California Energy 4.201.1 SCOPE.
<br />4.201 GENERAL
<br />ENERGY EFFICIENCYDIVISION 4.2
<br />WATER EFFICIENCY AND CONSERVATIONDIVISION 4.3
<br />ordinance, if more restrictive.
<br />corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
<br />depositing, storage and collection of non-hazaradous materials for recycling, including (at a minimum) paper,
<br />building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the
<br /> Where 5 or more multifamily dwelling units are constructed on a 4.410.2 RECYCLING BY OCCUPANTS.
<br />] code. Green Building Standards
<br />California 10. A copy of all special inspections verifications required by the enforcing agency or this [
<br />9. Information about state solar energy and incentive programs available.
<br /> painting, grading around the building, etc.
<br />8. Information on required routine maintenance measures, including, but not limited to, caulking,
<br /> feet away from the foundation.
<br />7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
<br /> water.
<br />6. Information about water-conserving landscape and irrigation design and controllers which conserve
<br /> and what methods an occupant may use to maintain the relative humidity level in that range.
<br />5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
<br />4. Public transportation and/or carpool options available in the area.
<br /> resource consumption, including recycle programs and locations.
<br />3. Information from local utility, water and waste recovery providers on methods to further reduce
<br />e. Water reuse systems.
<br />d. Landscape irrigation systems.
<br />c. Space conditioning systems, including condensers and air filters.
<br />b. Roof and yard drainage, including gutters and downspouts.
<br /> appliances and equipment.
<br /> photovoltaic systems, electric vehicle chargers, water-heating systems and other major
<br />a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
<br />2. Operation and maintenance instructions for the following:
<br /> life cycle of the structure.
<br />1. Directions to the owner or occupant that the manual shall remain with the building throughout the
<br />following shall be placed in the building:
<br />disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
<br />At the time of final inspection, a manual, compact 4.410.1 OPERATION AND MAINTENANCE MANUAL.
<br />4.410 BUILDING MAINTENANCE AND OPERATION
<br /> Department of Resources Recycling and Recovery (CalRecycle).
<br />2. Mixed construction and demolition debris (C & D) processors can be located at the California
<br /> documenting compliance with this section.
<br /> (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
<br />1. Sample forms found in "A Guide to the California Green Building Standards Code
<br />:Notes
<br />compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
<br />. Documentation shall be provided to the enforcing agency which demonstrates 4.408.5 DOCUMENTATION
<br />in Section 4.408.1
<br />lbs./sq.ft. of the building area, shall meet the minimum 65% construction waste reduction requirement
<br />weight of construction and demolition waste disposed of in landfills, which do not exceed 2
<br /> Projects that generate a total combined 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE.
<br />Section 4.408.1
<br />lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
<br />weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
<br /> Projects that generate a total combined 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR].
<br />materials will be diverted by a waste management company.
<br /> The owner or contractor may make the determination if the construction and demolition waste Note:
<br />demolition waste material diverted from the landfill complies with Section 4.408.1.
<br />enforcing agency, which can provide verifiable documentation that the percentage of construction and
<br /> Utilize a waste management company, approved by the 4.408.3 WASTE MANAGEMENT COMPANY.
<br /> by weight or volume, but not by both.
<br />5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
<br /> generated.
<br />4. Identify construction methods employed to reduce the amount of construction and demolition waste
<br /> taken.
<br />3. Identify diversion facilities where the construction and demolition waste material collected will be
<br /> bulk mixed (single stream).
<br />2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
<br /> reuse on the project or salvage for future use or sale.
<br />1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
<br />necessary and shall be available during construction for examination by the enforcing agency.
<br />in conformance with Items 1 through 5. The construction waste management plan shall be updated as
<br />. Submit a construction waste management plan 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN
<br /> jobsite are located in areas beyond the haul boundaries of the diversion facility.
<br />3. The enforcing agency may make exceptions to the requirements of this section when isolated
<br /> close to the jobsite.
<br /> recycle facilities capable of compliance with this item do not exist or are not located reasonably
<br />2. Alternate waste reduction methods developed by working with local agencies if diversion or
<br />1. Excavated soil and land-clearing debris.
<br />Exceptions:
<br />management ordinance.
<br />4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
<br />percent of the non-hazardous construction and demolition waste in accordance with either Section
<br />Recycle and/or salvage for reuse a minimum of 65 4.408.1 CONSTRUCTION WASTE MANAGEMENT.
<br />4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
<br />agency.
<br />openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
<br />sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
<br />Annular spaces around pipes, electric cables, conduits or other openings in 4.406.1 RODENT PROOFING.
<br />4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
<br />EFFICIENCY
<br />MATERIAL CONSERVATION AND RESOURCE DIVISION 4.4
<br />2. Field verification of on-site product containers.
<br />1. Manufacturer's product specification.
<br />enforcing agency. Documentation may include, but is not limited to, the following:
<br />Verification of compliance with this section shall be provided at the request of the 4.504.2.4 Verification.
<br />8, Rule 49.
<br />Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
<br />, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Regulations
<br />California Code of compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of
<br />Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
<br />Aerosol paints and coatings shall meet the Product-weighted MIR 4.504.2.3 Aerosol Paints and Coatings.
<br />Table 4.504.3 shall apply.
<br />Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
<br />coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
<br />listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
<br />apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
<br />the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
<br />Architectural paints and coatings shall comply with VOC limits in Table 1 of 4.504.2.2 Paints and Coatings.
<br /> commencing with section 94507.
<br />, Title 17, California Code of Regulations prohibitions on use of certain toxic compounds, of
<br /> than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
<br /> units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
<br />2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
<br /> tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
<br /> compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
<br /> Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
<br /> applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
<br /> shall comply with local or regional air pollution control or air quality management district rules where
<br />1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
<br />management district rules apply:
<br />requirements of the following standards unless more stringent local or regional air pollution or air quality
<br />Adhesives, sealant and caulks used on the project shall meet the 4.504.2.1 Adhesives, Sealants and Caulks.
<br />Finish materials shall comply with this section.4.504.2 FINISH MATERIAL POLLUTANT CONTROL.
<br />to reduce the amount of water, dust or debris which may enter the system.
<br />openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency
<br />startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
<br />At the time of rough installation, during storage on the construction site and until final CONSTRUCTION.
<br /> 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
<br />4.504 POLLUTANT CONTROL
<br />pellet stoves and fireplaces shall also comply with applicable local ordinances.
<br />applicable, and shall have a permanent label indication they are certified to meet the emission limts. Woodstoves,
<br />woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
<br />. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed 4.503.1 GENERAL
<br />4.503 FIREPLACES
<br />hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
<br />with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
<br /> A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings VOC.
<br />ozone formation in the troposphere.
<br /> Any compound that has the potential, once emitted, to contribute to REACTIVE ORGANIC COMPOUND (ROC).
<br />Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
<br />product (excluding container and packaging).
<br />article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
<br /> The sum of all weighted-MIR for all ingredients in a product subject to this PRODUCT-WEIGHTED MIR (PWMIR).
<br />The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.MOISTURE CONTENT.
<br />and 94701.
<br />Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
<br />/g ROC). ³hundredths of a gram (g O
<br />compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
<br />The maximum change in weight of ozone formed by adding a MAXIMUM INCREMENTAL REACTIVITY (MIR).
<br />ENVIRONMENTAL QUALITYDIVISION 4.5
<br />1701.1 of the California Plumbing Code.
<br />in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
<br />Plumbing fixtures and fittings shall be installed 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS.
<br />reduction.
<br />: Where complying faucets are unavailable, aerators or other means may be used to achieve Note
<br />minute at 60 psi.
<br />to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
<br />per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
<br /> The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons 4.303.1.4.4 Kitchen Faucets.
<br />more than 0.25 gallons per cycle.
<br /> Metering faucets when installed in residential buildings shall not deliver 4.303.1.4.3 Metering Faucets.
<br />buildings shall not exceed 0.5 gallons per minute at 60 psi.
<br />faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
<br /> The maximum flow rate of lavatory 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas.
<br />not be less than 0.8 gallons per minute at 20 psi.
<br />not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
<br /> The maximum flow rate of residential lavatory faucets shall 4.303.1.4.1 Residential Lavatory Faucets.
<br />4.303.1.4 Faucets.
<br />: A hand-held shower shall be considered a showerhead.Note
<br />allow one shower outlet to be in operation at a time.
<br />a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only
<br />showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
<br />. When a shower is served by more than one 4.303.1.3.2 Multiple showerheads serving one shower
<br />WaterSense Specification for Showerheads.
<br />gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
<br /> Showerheads shall have a maximum flow rate of not more than 2.0 4.303.1.3.1 Single Showerhead.
<br />4.303.1.3 Showerheads.
<br />The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
<br /> The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. 4.303.1.2 Urinals.
<br />of two reduced flushes and one full flush.
<br />: The effective flush volume of dual flush toilets is defined as the composite, average flush volume Note
<br />Specification for Tank-type Toilets.
<br />flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
<br /> The effective flush volume of all water closets shall not exceed 1.28 gallons per 4.303.1.1 Water Closets.
<br />urinals) and fittings (faucets and showerheads) shall comply with the following:
<br /> Plumbing fixtures (water closets and 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS.
<br />INDOOR WATER USE4.303
<br />SIGNOFF
<br />INSPECTOR
<br />SIGNOFF
<br />INSPECTOR
<br />SIGNOFF
<br />INSPECTOR
<br />SIGNOFF
<br />INSPECTOR
<br />Irrigation Association.
<br />: More information regarding irrigation controller function and specifications is available from the Note
<br /> controller(s). Soil moisture-based controllers are not required to have rain sensor input.
<br /> rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the
<br />2. Weather-based controllers without integral rain sensors or communication systems that account for local
<br /> response to changes in plants' needs as weather conditions change.
<br />1. Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation in
<br />builder and installed at the time of final inspection shall comply with the following:
<br />. Automatic irrigation system controllers for landscaping provided by the 4.304.1 IRRIGATION CONTROLLERS
<br />4.304 OUTDOOR WATER USE
<br />
<br />NewN
<br />Additions and AlterationsAA
<br />High RiseHR
<br />Low RiseLR
<br />Office of Statewide Health Planning and DevelopmentOSHPD
<br />Division of the State Architect, Structural SafetyDSA-SS
<br />California Building Standards CommissionBSC
<br />Department of Housing and Community DevelopmentHCD
<br />ABBREVIATION DEFINITIONS:
<br />IS INCLUDED AS A CONVENIENCE FOR THE USER.
<br />THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND
<br />NOTE:
<br /> Chapter 2, to the building. Code,
<br />California Building 2. The EV space shall be located on an accessible route, as defined in the
<br /> from the accessible parking space.
<br />Chapter 11A, to allow use of the EV charger California Building Code, requirements of the
<br />1. The EV space shall be located adjacent to an accessible parking space meeting the
<br />least one of the following options:
<br />When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at
<br />areas and available for use by all residents.
<br />indicate the location of proposed EV spaces. At least one EV space shall be located in common use
<br />Construction documents shall 4.106.4.2.1 Electric vehicle charging space (EV space) locations.
<br />EV chargers are installed for use.
<br />facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until
<br />Construction documents are intended to demonstrate the project's capability and capacity for Note:
<br />Calculations for the number of EV spaces shall be rounded up to the nearest whole number.
<br />case less than one, shall be electric vehicle charging stations (EV spaces) capable of supporting future EVSE.
<br />building site, 3 percent of the total number of parking spaces provided for all types of parking facilities, but in no
<br />Where 17 or more multifamily dwelling units are constructed on a 4.106.4.2 New multifamily dwellings.
<br />location shall be permanently and visibly marked as "EV CAPABLE".
<br />protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
<br />The service panel or subpanel circuit directory shall identify the overcurrent 4.106.4.1.1 Identification.
<br />protective device.
<br />minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent
<br />concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
<br />proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
<br />service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
<br />shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
<br />dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
<br />For each 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages.
<br /> to the homeowner or developer by more than $400.00 per unit.
<br /> infrastructure design requirements on the utility side of the meter so as to increase the utility side cost
<br />2. Where there is evidence substantiating that meeting the requirements will alter the local utility
<br />1. Where there is no commercial power supply.
<br />and infrastructure are not feasible based upon one or more of the following conditions:
<br /> On a case-by-case basis, where the local enforcing agency has determined EV charging Exceptions:
<br />. Article 625California Electrical Code,(EVSE) shall be installed in accordance with the
<br />4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment
<br />New construction shall comply with Sections 4.106.4 Electric vehicle (EV) charging for new construction.
<br />: Additions and alterations not altering the drainage path.Exception
<br /> recharge.
<br />5. Other water measures which keep surface water away from buildings and aid in groundwater
<br />4. Water retention gardens
<br />3. French drains
<br />2. Water collection and disposal systems
<br />1. Swales
<br />water include, but are not limited to, the following:
<br />manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
<br />Construction plans shall indicate how the site grading or drainage system will 4.106.3 GRADING AND PAVING.
<br />3. Compliance with a lawfully enacted storm water management ordinance.
<br /> by the enforcing agency.
<br /> disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
<br />2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
<br />1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
<br />property, prevent erosion and retain soil runoff on the site.
<br />during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
<br />or more, shall manage storm water drainage during construction. In order to manage storm water drainage
<br />than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
<br />Projects which disturb less 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION.
<br />management of storm water drainage and erosion controls shall comply with this section.
<br />and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
<br />Preservation and use of available natural resources shall be accomplished through evaluation 4.106.1 GENERAL.
<br />4.106 SITE DEVELOPMENT
<br />used for perimeter and inlet controls.
<br />such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
<br />Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials WATTLES.
<br />pervious material used to collect or channel drainage or runoff water.
<br />A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar FRENCH DRAIN.
<br />(and are included here for reference)The following terms are defined in Chapter 2
<br />4.102.1 DEFINITIONS
<br />SECTION 4.102 DEFINITIONS
<br />
<br />shall comply with the specific green building measures applicable to each specific occupancy.
<br /> In mixed occupancy buildings, each portion of a building 302.1 MIXED OCCUPANCY BUILDINGS.
<br />SECTION 302 MIXED OCCUPANCY BUILDINGS
<br />high-rise buildings, no banner will be used.
<br />specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
<br />buildings, or both. Individual sections will be designated by banners to indicate where the section applies
<br />individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
<br /> The provisions of 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD]
<br />other important enactment dates.
<br />et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
<br />of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
<br />Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
<br />improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
<br />On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or Note:
<br />specific area of the addition or alteration.
<br />building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
<br />additions or alterations of existing residential buildings where the addition or alteration increases the
<br /> The mandatory provisions of Chapter 4 shall be applied to 301.1.1 Additions and alterations. [HCD]
<br />but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
<br />application checklists and may be included in the design and construction of structures covered by this code,
<br />the application checklists contained in this code. Voluntary green building measures are also included in the
<br />Buildings shall be designed to include the green building measures specified as mandatory in 301.1 SCOPE.
<br />SECTION 301 GENERAL
<br />GREEN BUILDING
<br />CHAPTER 3
<br /> Website: http://opr.ca.gov/docs/ZEV_Guidebook.pdf.
<br /> governments, residents and businesses.
<br /> Vehicle Community Readiness Guidebook" which provides helpful information for local
<br />3. The Governor's Office of Planning and Research (OPR) published a "Zero-Emission
<br /> facilities and for use of EV charging spaces.
<br />2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking
<br /> Number 13-01. Website: www.dot.ca.gov/trafficops/policy/13-01.pdf
<br /> Vehicle Signs and Pavement Markings can be found in the New Policies & Directives
<br /> and specifications for all official traffic control devices in California. Zero Emission
<br /> on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards
<br />1. The California Department of Transportation adopts and publishes the "Californa Manual
<br />Notes:
<br />California Electrical Code.with the
<br />protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance
<br />The service panel or subpanel circuit directory shall identify the overcurrent 4.106.4.2.5 Indentification.
<br />original construction.
<br />underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of
<br />40-ampere minimum branch circuit. Raceways and related components that are planned to be installed
<br />at the full rated amperage of the EVSE. Plan design shall be based upon a at all required EV spaces
<br />including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs
<br />electrical load calculations to verify that the electrical panel service capacity and electrical system,
<br />shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and
<br />termination point and proposed location of future EV spaces and EV chargers. Construction documents
<br /> Construction documents shall indicate the raceway 4.106.4.2.4 Multiple EV spaces required.
<br />installation of a branch circuit overcurrent protective device.
<br />capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit
<br />documents shall identify the raceway termination point. The service panel and/or subpanel shall provide
<br />cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction
<br />diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed
<br />volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside
<br />Install a listed raceway capable of accommodating a 208/240- 4.106.4.2.3 Single EV space required.
<br /> horizontal (2.083 percent slope) in any direction.
<br />a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units
<br />EV space is 12 feet (3658 mm). minimum width of the
<br /> wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the
<br />3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm)
<br />2. The minimum width of each EV space shall be 9 feet (2743 mm).
<br />1. The minimum length of each EV space shall be 18 feet (5486 mm).
<br />designed to comply with the following:
<br />The EV space shall be4.106.4.2.2 Electric vehicle charging space (EV space) dimensions.
<br />combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
<br />A fuel-burning appliance with a sealed combustion system that draws all air for DIRECT-VENT APPLIANCE.
<br />93120.1.
<br />wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
<br />structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
<br />medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
<br />Composite wood products include hardwood plywood, particleboard and COMPOSITE WOOD PRODUCTS.
<br />cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
<br />Agrifiber products include wheatboard, strawboard, panel substrates and door AGRIFIBER PRODUCTS.
<br />(and are included here for reference)The following terms are defined in Chapter 2
<br />5.102.1 DEFINITIONS
<br />SECTION 4.502 DEFINITIONS
<br />irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
<br />The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
<br />4.501.1 Scope
<br />SECTION 4.501 GENERAL
<br />AS SHOWN
<br />OF SHEETS
<br />No.
<br />Exp.
<br />CIVIL
<br />RE
<br />G
<br />ISTERED PROFESSIONAL ENG
<br />INE
<br />ER
<br />STATE OF CALIFORNIA
<br />MINH V. TRAN
<br />65250
<br />9-30-25
<br />M
<br />INH V. TRAN
<br />18891 SAN CARLO
<br />S ST.
<br />FO
<br />UNTAIN VALLEY CA 92708
<br />714-726-5175
<br />m
<br />inhvantran10@
<br />yahoo.com
<br />RESIDENTIAL MANDATORY MEASURES, SHEET 1
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br />RESIDENTIAL MANDATORY MEASURES, SHEET 1
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br />9/26/2024
<br />T-1.2
<br />Compliance
<br />Cal Green
<br />JOB
<br />SHEET
<br />DRAWN
<br />DATE
<br />SCALE
<br />DESCRIPTION
<br />DESIGN
<br />ADDRESS:
<br />SANTA ANA, CA 92706
<br />2726 STRAW
<br />BERRY LANE, UNIT 2
<br />NEW
<br /> DETACHED A.D.U.
<br />PRO
<br />JECT:
<br />SANTA ANA, CA 92706
<br />2726 STRAW
<br />BERRY LANE
<br />1
<br />2
<br />REVISIONS BY
<br />2
<br />2726 W Strawberry Ln &
<br />Unit# 23/17/2025
|