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TABLE 4.504.2
<br />SEALANT VOC LIMIT
<br />LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER
<br />SEALANTS VOC LIMIT
<br />ARCHITECTURAL 250
<br />MARINE DECK 760
<br />NONMEMBRANE ROOF 300
<br />ROADWAY 250
<br />SINGLE-PLY ROOF MEMBRANE 450
<br />OTHER 420
<br />SEALANT PRIMERS
<br />ARCHITECTURAL
<br />- NONPOROUS
<br />- POROUS
<br />250
<br />775
<br />MODIFIED BITUMINOUS 500
<br />MARINE DECK 760
<br />OTHER 750
<br />TABLE 4.504.1
<br />ADHESIVE VOC LIMIT¹·²
<br />LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER
<br />ARCHITECTURAL APPLICATIONS 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 AND ASPHALT TILE ADHESIVES 50
<br />DRYWALL AND PANEL ADHESIVES 50
<br />COVE BASE ADHESIVES 50
<br />MULTIPURPOSE CONSTRUCTION ADHESIVES 70
<br />STRUCTURAL GLAZING ADHESIVES 100
<br />SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
<br />OTHER ADHESIVES NOT SPECIFICALLY 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 AND 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 />TABLE 4.504.3
<br />VOC CONTENT LIMITS FOR ACHITECTURAL COATINGS²'³
<br />GRAMS OF VOC PER LITER OF COATING
<br />LESS WATER AND LESS EXEMPT COMPOUNDS
<br />COATING CATEGORY VOC LIMIT
<br />FLAT COATINGS 50
<br />NONFLAT COATINGS 100
<br />NONFLAT-HIGH GLOSS COATINGS 150
<br />SPECIALTY COATINGS
<br />ALUMINUM ROOF COATINGS 400
<br />BASEMENT SPECIALTY COATINGS 400
<br />BITUMINOUS ROOF COATINGS 50
<br />BITUMINOUS ROOF PRIMERS 350
<br />BOND BREAKERS 350
<br />CONCRETE CURING COMPOUNDS 350
<br />CONCRETE / MASONRY SEALERS 100
<br />DRIVEWAY SEALERS 50
<br />DRY FOG COATINGS 150
<br />FAUX FINISHING COATINGS 350
<br />FIRE RESISTIVE COATINGS 350
<br />FLOOR COATINGS 100
<br />FORM-RELEASE COMPOUNDS 250
<br />GRAPHIC ARTS COATINGS (SIGN PAINTS)500
<br />HIGH TEMPERATURE COATINGS 420
<br />INDUSTRIAL MAINTENANCE COATINGS 250
<br />LOW SOLIDS COATINGS¹120
<br />MAGNESITE CEMENT COATINGS 450
<br />MASTIC TEXTURE COATINGS 100
<br />METALLIC PIGMENTED COATINGS 500
<br />MULITCOLOR COATINGS 250
<br />PRETREATMENT WASH PRIMERS 420
<br />PRIMERS, SEALERS, AND UNDERCOATERS 100
<br />REACTIVE PENETRATING SEALERS 350
<br />RECYCLED COATINGS 250
<br />ROOF COATINGS 50
<br />RUST PREVENTIVE COATINGS 250
<br />SHELLACS
<br />- CLEAR
<br />- OPAQUE
<br />730
<br />550
<br />SPECIALTY PRIMERS, SEALERS, AND
<br />UNDERCOATERS 100
<br />STAINS 250
<br />STONE CONSOLIDANTS 450
<br />SWIMMING POOL COATINGS 340
<br />TRAFFIC MARKING COATINGS 100
<br />TUB AND TILE REFINISH COATINGS 420
<br />WATERPROOFING MEMBRANES 250
<br />WOOD COATINGS 275
<br />WOOD PRESERVATIVES 350
<br />ZINC-RICH PRIMERS 340
<br />TABLE 4.504.5
<br />FORMALDEHYDE LIMITS¹
<br />MAXIMUM FORMALDEHYDE EMISSISIONS IN PARTS PER MILLION
<br />PRODUCT CURRENT LIMIT
<br />HARDWOOD PLYWOOD VENEER CORE 0.05
<br />HARDWOOD PLYWOOD COMPOSITE CORE 0.05
<br />PARTICLEBOARD 0.09
<br />MEDIUM DENSITY FIBERBOARD 0.11
<br />THIN MEDIUM DENSITY FIBERBOARD²0.13
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br />CHAPTER 4 - RESIDENTIAL MANDATORY MEASURES CHECKLIST
<br />SECTION HEADING REQUIREMENTS SHEET
<br />REFERENCE
<br />DIVISION 4.1 - PLANNING AND DESIGN (SITE DEVELOPMENT)
<br />4.106.2
<br />STORM WATER
<br />DRAINAGE AND
<br />RETENTION
<br />DURING
<br />CONSTRUCTION
<br />PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE
<br />NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN
<br />TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM
<br />WATER DRAINAGE DURING CONSTRUCTION.
<br />4.106.3 GRADING AND
<br />PAVING
<br />SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE
<br />WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS.
<br />DIVISION 4.1 - ELECTRICAL VEHICLE CHARGING FOR NEW CONSTRUCTION (SITE DEVELOPMENT)
<br />4.106.4
<br />ELECTRIC
<br />VEHICLE (EV)
<br />CHARGING FOR
<br />NEW
<br />CONSTRUCTION
<br />NEW CONSTRUCTION SHALL COMPLY WITH SECTION 4.106.4.1 OR
<br />4.106.4.2 TO FACILITATE FUTURE INSTALLATION AND USE OF EV
<br />CHARGERS. ELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE)
<br />SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA
<br />ELECTRICAL CODE, ARTICLE 625.
<br />4.106.4.1
<br />NEW ONE- AND
<br />TWO-FAMILY
<br />DWELLINGS AND
<br />TOWNHOUSES
<br />WITH ATTACHED
<br />GARAGES
<br />FOR EACH DWELLING UNIT INSTALL A MIN. 1" DIAMETER LISTED
<br />RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH
<br />CIRCUIT. THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE
<br />PANEL AND TERMINATE INTO A LISTED CABINET, BOX OR
<br />ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF
<br />AN EV CHARGER. THE SERVICE PANEL SHALL PROVIDE CAPACITY TO
<br />INSTALL A 40-AMPERE MIN. DEDICATED BRANCH CIRCUIT AND
<br />SPACE(S) RESERVED TO PERMIT A BRANCH CIRCUIT OVERCURRENT
<br />PROTECTIVE DEVICE.
<br />4.106.4.2
<br />NEW
<br />MULTIFAMILY
<br />DWELLINGS
<br />IF RESIDENTIAL PARKING IS AVAILABLE, TEN (10) PERCENT OF THE
<br />TOTAL NUMBER OF PARKING SPACES ON A BUILDING SITE,
<br />PROVIDED FOR ALL TYPES OF PARKING FACILITIES, SHALL BE
<br />ELECTRIC VEHICLE CHARGIND SPACES (EV SPACES) CAPABLE OF
<br />SUPPORTING FUTURE EVSE. CALCULATIONS FOR THE REQUIRED
<br />NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST
<br />WHOLE NUMBER.
<br />NOTE: CONSTRUCTION DOCUMENTS ARE INTENDED TO
<br />DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY FOR
<br />FACILITATING FUTURE EV CHARGING. THERE IS NO REQUIREMENT
<br />FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV
<br />CHARGERS ARE INSTALLED FOR USE.
<br />4.106.4.2.1 &
<br />4.106.4.2.1.1
<br />ELECTRIC
<br />VEHICLE
<br />CHARGING
<br />SPACE (EV
<br />SPACE)
<br />LOCATIONS
<br />CONSTRUCTION DOCUMENTS SHALL INDICATE THE LOCATION OF
<br />PROPOSED EV SPACES. WHERE COMMON USE PARKING IS
<br />PROVIDED AT LEAST ONE EV SPACE SHALL BE LOCATED IN COMMON
<br />USE AREA AND AVAILABLE FOR USE BY ALL RESIDENTS.
<br />WHEN EV CHARGERS ARE INSTALLED, EV SPACES REQUIRED BY
<br />4.106.2.2, ITEM 3, SHALL COMPLY WITH AT LEAST ONE OF THE
<br />FOLLOWING OPTIONS:
<br />1 - THE EV SPACE SHALL BE LOCATED ADJACENT TO AN ACCESSIBLE
<br />PARKING SPACE COMPLYING WITH CBC, CHAPTER 11A TO ALLOW
<br />USE OF THE EV CHARGER FROM THE ACCESSIBLE PARKING SPACE.
<br />2 - THE EV SPACE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO
<br />THE BUILDING AS DEFINED BY CBC CHAPTER 2.
<br />EXCEPTION: ELECTRIC VEHICLE CHARGING STATIONS DESIGNED
<br />AND CONSTRUCTED IN COMPLIANCE WITH THE CALIFORNIA
<br />BUILDING CODE, CHAPTER 11B, ARE NOT REQUIRED TO COMPLY
<br />WITH SECTION 4.106.4.2.1.1 AND SECTION 4.106.4.2.2, ITEM 3.
<br />4.106.4.2.2.1.2
<br />ELECTRIC
<br />VEHICLE
<br />CHARGING
<br />SPACE (EV
<br />SPACE)
<br />DIMENSIONS AND
<br />SLOPE
<br />THE EV SPACE SHALL COMPLY WITH THE FOLLOWING:
<br />1 - THE MIN. LENGTH SHALL BE 18 FEET.
<br />2 - THE MIN. WIDTH SHALL BE 9 FEET.
<br />3 - ONE IN EVERY 25 EV SPACE, BUT NOT LESS THAN ONE EV SPACE
<br />SHALL ALSO HAVE AN 8-FOOT WIDE MIN. AISLE. A 5-FOOT WIDE MIN.
<br />AISLE SHALL BE PERMITTED PROVIDED THE WIDTH OF EV SPACE IS
<br />12 FEET.
<br />a. SURFACE SLOPE FOR THIS EV SPACE AND THE AISLE SHALL NOT
<br />EXCEED 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083 PERCENT)
<br />IN ANY DIRECTION.
<br />4.106.4.2.3
<br />SINGLE EV
<br />SPACE
<br />REQUIRED
<br />INSTALL A LISTED RACEWAY CAPABLE OF ACCOMMODATING A
<br />208/240-VOLT DEDICATED BRANCH CIRCUIT. THE RACEWAY SHALL
<br />NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE
<br />DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE
<br />OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX
<br />OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION
<br />OF THE EV SPACE. CONSTRUCTION DOCUMENTS SHALL IDENTIFY
<br />THE RACEWAY TERMINATION POINT. THE SERVICE PANEL AND/OR
<br />SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE
<br />MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO
<br />PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT
<br />PROTECTIVE DEVICE.
<br />4.106.4.2.3
<br />MULTIPLE EV
<br />SPACES
<br />REQUIRED
<br />CONSTRUCTION DOCUMENTS SHALL INDICATE THE RACEWAY
<br />TERMINATION POINT AND PROPOSED LOCATION OF FUTURE EV
<br />SPACE AND EV CHARGERS. CONSTRUCTION DOCUMENTS SHALL
<br />ALSO PROVIDE INFORMATION ON AMPERAGE OF FUTURE EVSE,
<br />RACEWAY METHOD(S), WIRING SCHEMATICS AND ELECTRICAL LOAD
<br />CALCULATIONS TO VERIFY THAT THE ELECTRICAL PANEL SERVICE
<br />CAPACITY AND ELECTRICAL SYSTEM, INCLUDING ANY ON-SITE
<br />DISTRIBUTION TRANSFORMER(S), HAVE SUFFICIENT CAPACITY TO
<br />SIMULTANEOUSLY CHARGE ALL EVs AT ALL REQUIRED EV SPACE AT
<br />THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE
<br />BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. RACEWAYS
<br />AND RELATED COMPONENTS THAT ARE PLANNED TO BE INSTALLED
<br />UNDERGROUND, ENCLOSED, INACCESSIBLE OR IN CONCEALED
<br />AREAS AND SPACES SHALL BE INSTALLED AT THE TIME OF ORIGINAL
<br />CONSTRUCTION.
<br />4.106.4.2.4 IDENTIFICATION
<br />THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL
<br />IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE
<br />SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS “EV
<br />CAPABLE” IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL
<br />CODE.
<br />4.106.4.2.5
<br />ELECTRIC
<br />VEHICLE READY
<br />SPACE SIGNAGE
<br />ELECTRIC VEHICLE READY SPACES SHALL BE IDENTIFIED BY
<br />SIGNAGE OR PAVEMENT MARKINGS, IN COMPLIANCE WITH
<br />CALTRANS TRAFFIC OPERATIONS POLICY DIRECTIVE 13-01(ZERO
<br />EMISSION VEHICLE SIGNS AND PAVEMENT MARKINGS) OR ITS
<br />SUCCESSOR(S).
<br />DIVISION 4.2 - ENERGY EFFICIENCY
<br />4.201.1 SCOPE
<br />FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY
<br />STANDARDS IN THIS CODE, THE CALIFORNIA ENERGY COMMISSION
<br />WILL CONTINUE TO ADOPT MANDATORY STANDARDS.
<br />DIVISION 4.3 - WATER EFFICIENCY AND CONSERVATION (INDOOR WATER USE)
<br />4.303.1
<br />WATER
<br />CONSERVING
<br />PLUMBING
<br />FIXTURES AND
<br />FITTING
<br />PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE
<br />FOLLOWING:
<br />TOILETS < 1.28 GAL/FLUSH
<br />URINALS < .5 GAL/FLUSH
<br />SHOWERHEADS < 1.8 GPM @ 80 PSI
<br />MULTIPLE SHOWER HEADS COMBINED FLOW RATE OF ALL SHOWER
<br />HEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A
<br />SINGLE VALVE < 1.8 GPM @ 80 PSI OR DESIGNED TO ALLOW ONLY
<br />ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME.
<br />LAVATORY FAUCETS 0.8 GPM @ 20PSI < X < 1.2 GPM @ 60 PSI
<br />LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS < .5 GPM
<br />@ 60 PSI
<br />METERING FAUCETS < .20 GPM PER CYCLE
<br />KITCHEN FAUCETS < 1.8 GPM @ 60 PSI - MAY TEMPORARILY
<br />INCREASE TO 2.2 GPM AND MUST DEFAULT TO 1.8 GPM
<br />4.303.3
<br />STANDARDS FOR
<br />PLUMBING
<br />FIXTURES AND
<br />FITTINGS
<br />PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND SHALL
<br />MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1
<br />OF THE CALIFORNIA PLUMBING CODE.
<br />DIVISION 4.3 - WATER EFFICIENCY AND CONSERVATION (OUTDOOR WATER USE)
<br />4.304.1
<br />OUTDOOR
<br />POTABLE WATER
<br />USE IN
<br />LANDSCAPE
<br />AREAS
<br />AFTER DECEMBER 1, 2018, NEW RESIDENTIAL DEVELOPMENTS WITH
<br />AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN
<br />500 SQUARE FEET SHALL COMPLY WITH ONE OF THE FOLLOWING
<br />OPTIONS:
<br />1 - A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR THE
<br />CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES'
<br />MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO),
<br />WHICHEVER IS MORE STRINGENT; OR
<br />2 - PROJECTS WITH AGGREGATE LANDSCAPE AREAS LESS THAN
<br />2,500 SQUARE FEET MAY COMPLY WITH THE MWELO'S APPENDIX D
<br />PRESCRIPTIVE COMPLIANCE OPTION.
<br />DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (ENHANCED DURABILITY & REDUCED
<br />MAINTENANCE)
<br />4.406.1 RODENT
<br />PROOFING
<br />ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS
<br />OR OTHER OPENINGS IN SOLE/BOTTOM PLATES IN EXTERIOR WALLS
<br />SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY
<br />CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE
<br />MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING
<br />AGENCY.
<br />DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (CONSTRUCTION WASTE REDUCTION,
<br />DISPOSAL & RECYCLING)
<br />4.408.1
<br />CONSTRUCTION
<br />WASTE
<br />REDUCTION
<br />RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE
<br />NON-HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS, OR
<br />MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION
<br />WASTE MANAGEMENT ORDINANCE. EXCEPTIONS:
<br />1 - EXCAVATED SOIL AND LAND-CLEARING DEBRIS.
<br />2 - ALTERNATIVE WASTE REDUCTION METHODS DEVELOPED BY
<br />WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLED
<br />FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST
<br />OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE.
<br />3 - THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE
<br />REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOB SITES ARE
<br />LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE
<br />DIVERSION FACILITY
<br />4.408.2
<br />CONSTRUCTION
<br />WASTE
<br />MANAGEMENT
<br />PLAN
<br />SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN
<br />CONFORMANCE WITH ITEMS 1 THROUGH 5 OF SECTION 4.408.2.
<br />4.408.3
<br />WASTE
<br />MANAGEMENT
<br />COMPANY
<br />UTILIZE A WASTE MANAGEMENT COMPANY APPROVED BY THE
<br />ENFORCING AGENCY WHICH CAN PROVIDE VERIFIABLE
<br />DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND
<br />DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL
<br />COMPLIES WITH SECTION 4.408.1
<br />4.408.4 &
<br />4.408.4.1
<br />WASTE STREAM
<br />REDUCTION
<br />ALTERNATIVE
<br />PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF
<br />CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN
<br />LANDFILLS, WHICH DO NOT EXCEED 3.4 LBS/S.F. (LOW RISE) OR 2
<br />LBS/S.F. (HIGH RISE) OF THE BUILDING AREA SHALL MEET THE
<br />MINIMUM 65% CONSTRUCTION WASTE REDUCTION REQUIREMENT IN
<br />SECTION 4.408.1
<br />4.408.5 DOCUMENTATION
<br />DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY
<br />WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1
<br />THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4.
<br />DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (BUILDING MAINTENANCE & OPERATION)
<br />4.410.1
<br />OPERATION AND
<br />MAINTENANCE
<br />MANUAL
<br />AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC,
<br />WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE
<br />ENFORCING AGENCY WHICH COVERS ITEMS 1 THROUGH 10 OF
<br />SECTION 4.410.1 SHALL BE PLACED IN THE BUILDING.
<br />4.410.2 RECYCLING BY
<br />OCCUPANTS
<br />WHERE 5 OR MORE MULTI-FAMILY DWELLING UNITS ARE
<br />CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE
<br />AREA(S) THAT SERVES ALL BUILDINGS ON THE SITE AND IS
<br />IDENTIFIED FOR THE DEPOSITING, STORAGE, AND COLLECTION OF
<br />NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A
<br />MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS,
<br />ORGANIC WASTE, AND METALS, OR MEET A LAWFUL ENACTED LOCAL
<br />RECYCLING ORDINANCE, IF MORE RESTRICTIVE.
<br />EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR
<br />THE EXEMPTION IN PUBLIC RESOURCES CODE SECTION
<br />42649.82(a)(2)(A) ET SEQ. ARE NOT REQUIRED TO COMPLY WITH THE
<br />ORGANIC WASTE PORTION OF THIS SECTION.
<br />DIVISION 4.5 - ENVIRONMENTAL QUALITY (FIREPLACES)
<br />4.503.1 GENERAL
<br />ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENTED
<br />SEALED-COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR
<br />PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE
<br />PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS
<br />APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING
<br />THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOOD
<br />STOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY
<br />WITH LOCAL ORDINANCES.
<br />DIVISION 4.5 - ENVIRONMENTAL QUALITY (POLLUTANT CONTROL)
<br />CA RESIDENTIAL
<br />MANDATORY
<br />MEASURES
<br />A0-41
<br />Client
<br />Project No:23-1107
<br />PHONE NO.
<br />NPS MANAGEMENT
<br />4401 ATLANTIC AVE #200
<br />LONG BEACH, CA 90807
<br />562-528-8100
<br />JWAIM DESIGN
<br />714-494-6810
<br />jwaimdesign@gmail.com
<br />CCOPYRIGHT
<br />It is the clients responsibility prior to or during construction to notify the architect in writing
<br />of any perceived errors or omissions in the plans and specifications of which a contractor
<br />thoroughly knowledgeable with the building codes and methods of construction should
<br />reasonably be aware. Written instructions addressing such perceived errors or omissions
<br />shall be received from the architect prior to the client or clients subcontractors proceeding
<br />with the work. The client will be responsible for any defects in construction if these
<br />procedures are not followed.
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<br />No.Date Description
<br />1606 N Mabury St
<br />4/28/2025
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