HomeMy WebLinkAboutHOLD - 1001 N Van Ness Ave - Plan6'
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T-1
DESIGN TEAM
VICINITY MAP
PROJECT SUMMARY
ASSESSOR'S MAP
PROJECT NAME:
LOCATION:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
NUMBER OF STORIES:
PARCEL NUMBER:
BALCONY REPAIR
1001 N. VAN NESS
SANTA ANA, CALIFORNIA 92701
R-2 (MULTI-FAMILY RESIDENTIAL)
V-B
2
398-535-04
1. THE GENERAL CONTRACTOR SHALL HAVE WORKMAN'S
COMPENSATION FOR ALL PERSONS WORKING ON THE
JOB.
2. THE GENERAL CONTRACTOR SHALL PROVIDE LIEN
RELEASES FOR ALL LABOR AND MATERIALS PAID FOR
PRIOR TO RECEIVING THE NEXT INSTALLATION
PAYMENT.
3. ALL WORK SHALL CONFORM TO THE CODES,
REGULATION AND STANDARDS OF THE GOVERNING
CITY, COUNTY AND STATE AGENCIES.
4. ALL MATERIALS SHALL BE PREMIUM GRADE QUALITY
THROUGHOUT. NO SUBSTITUTION OF SPECIFIED
MATERIALS ALLOWED WITHOUT CONSENT FROM THE
ARCHITECT.
5. THE GENERAL CONTRACTOR SHALL REPAIR OR
REPLACE ANY ITEM DAMAGED DURING THE COURSE
OF CONSTRUCTION BY HIS EMPLOYEES OR
SUBCONTRACTORS.
6. GENERAL CONTRACTOR SHALL HAVE THE ENTIRE
SCOPE OF WORK AREA PROFESSIONALLY CLEANED,
INCLUDING ALL WINDOWS AND DOORS INSIDE AND
OUTSIDE.
7. WHERE NO SPECIFIC DETAIL IS SHOWN, THE
CONSTRUCTION SHALL BE SIMILAR TO THAT INDICATED
OR NOTED FOR SIMILAR CONDITIONS. WHERE
CONFLICTING MATERIALS AND CONDITIONS ARE
CALLED OUT, ASSUME THE MORE EXPENSIVE
CONDITION. NOTIFY THE OWNER AND ARCHITECT
PRIOR TO WORK BEING STARTED.
GENERAL NOTES
SCOPE OF WORK
THE FOLLOWING ARE THE SCOPE OF WORK:
1. REPAIR BALCONY AS REQUIRED BY SB721
· SEVERE LEVEL JOIST/RIM JOIST/BEAM AND LEDGER
DEFECT - SEVERE DAMAGE TO WOOD FRAME
COMPONENTS, PARTICULARLY THE JOISTS AND RIM
JOISTS INCLUDES EXTENSIVE STRUCTURAL
COMPROMISE, VISIBLE SIGNS OF ROT, SUBSTANTIAL
CRACKS AND POTENTIAL LOAD-BEARING CONCERNS.
· CRACKS IN THE COVE JOINT WHERE THE SURFACE
MEETS THE GUARDRAIL OR WALL.
· DECKING/SHEATHING SHOWS MODERATE SIGNS OF
DAMAGE INCLUDING WATER INTRUSING/ LOCALIZED
SOFTENING AND POTENTIAL DELAMINATION. SLIGHT
SAGGING/WARPING
DRAWING INDEX
T-1 TITLE SHEET & SITE PLAN
A-1 EXISTING AND PROPOSED FLOOR PLANS & ELEVATION
A-2 EXISTING AND PROPOSED SECTION & DETAILS
CALG-1 CALGREEN SHEET
CALG-2 CALGREEN SHEET
S-0 STRUCTURAL GENERAL NOTES
S-1 FOUNDATION & FRAMING PLANS
BALCONY REPAIR FOR UNIT I
1001 N. VAN NESS,
SANTA ANA, CA 92701
SITE KEYNOTES
SITE PHOTOGRAPH
1. REPAIR BALCONY AT UNIT I - SCOPE OF WORK
AREA
2. WALKWAY CRACKS TO BE REPAIRED BY
APPROVED CRACK SEALANT SIKAFLEX
'CONCRETE FIX'. CRACKS IN THE COVE JOINT
WHERE THE SURFACE MEETS THE GUARDRAIL
OR WALL.
3. AREA OF REPAIR OF DAMAGED BALCONY
4. LANDSCAPE
5. CONCRETE DRIVEWAY
6. BALCONY DRAIN LOCATION
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BUILDING CODE:
2022 CBC
2022 CRC
2022 CEC
2022 CMC
2022 CPC
2022 CA GREEN BUILDING STANDARDS CODE (CG)
2022 TITLE 24 ENERGY STANDARDS
AND ALL APPLICABLE CITY OF SANTA ANA AND ORANGE COUNTY
MUNICIPAL CODES AND COUNTY AMENDMENTS
ARCHITECT:
DESIGN CONCEPTS
SHIV TALWAR, AIA
3304 RIVERSIDE DRIVE #M
CHINO, CA 91719
TEL: (909)591-3939
designconcepts@yahoo.com
STRUCTURAL ENGINEERING:
DESIGN CONCEPTS
SHIV TALWAR, AIA
3304 RIVERSIDE DRIVE #M
CHINO, CA 91719
TEL: (909)591-3939
designconcepts@yahoo.com
OWNER:
MR. PAUL THAKUR
23 DAYBREAK
IRVINE, CA 92614
MR. (949)677-2478
jpthakur@hotmail.com
10TH
EXISTING SITE PLAN 1SCALE: NTS
EXISTING
2-STORY
APARTMENT
BUILDING
NOTE: PROVIDE STRUCTURAL OBSERVATION
REPORT DURING CONSTRUCTION.
LEGEND
EXISTING STRUCTURE
PROPERTY LINE
WALKWAY
BUILDING SETBACK
LINE
PROPOSED REPAIR
CENTER LINE
ACCESSIBILITY PATH
OF TRAVEL
LANDSCAPE
DRIVEWAY
LP
ENLARGED SITE PLAN
Bldg #104121580
APPROVALS:
PLNG - C. Santana
BLDG - K. Ahangian
HOLD - 1001 N Van Ness
Ave3/7/2025
16'-0"
5'-3"10'-0"9"
2'
-
6
"
1'
-
6
"
2'
-
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"
LIVING
PATIO
ENTRANCE
6'
-
6
"
1
2
4
A-2
AA
1 2
A
C
B
4'
-
0
"
5'-11"6'-4"3'-3"
16'-6"
BALCONY
LIVING
3
56 SQ. FT.
A-2
AA
2
A-2
1
A-2
5
1 2
A
C
B
3
A-2
3
FIRST FL. F.F.
0'-6"
C.M.U. WALL
APPROX. 4'-0"
FIRST FL. CLG.
8'-6"
SECOND FL. F.F.
9'-6"
1 2
(E
)
3
'
-
0
"
(P
)
3
'
-
6
"
AA
A-2
UNIT #I
BALCONY
6
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A-1EXISTING AND PROPOSED FIRST FLOOR PLAN (PARTIAL) - UNIT I SCALE: 1/2"= 1'-0"
EXISTING AND PROPOSED SECOND FLOOR PLAN (PARTIAL) - UNIT I SCALE: 1/2"= 1'-0"
KEYNOTES
1.LINE OF SECOND FLOOR.
2.LINE OF BALCONY AT SECOND FLOOR.
3.EXISTING GUARDRAIL.
4.EXISTING CMU WALL.
5.LINE OF FIRST FLOOR.
6.REMOVE AND REPLACE EXTERIOR
PLASTER AS NECESSARY FOR THE
REPAIR OF THE BALCONY GUARDRAIL.
PRPOSED REPAIR TO MATCH EXISTING
ADJACENT BALCONIES.
7.BALCONY DRAIN SEE DETAIL 3/A-2.
EXISTING AND PROPOSED ELEVATION (PARTIAL)SCALE: 1/2"= 1'-0"
GENERAL NOTES
1.GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE
TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A
SPHERE 4 INCHES IN DIAMETER. [R312.1.3]
2.THE CLEAR WIDTH AT A ND BELOW THE HANDRAILS AT SPIRAL
STAIRWAYS CANNOT BE LESS THAN 26 INCHES AND THE WALKLINE
RADIUS CANNOT BE GREATER THAN 24 -1/2 INCHES. E ACH TREAD
MUST HAVE A DEPTH OF NOT LESS THAN 6-3/4 INCHES AT THE
WALKLINE. T READS MUST BE IDENTICAL, AND THE RISE CANNOT BE
MORE THAN 9-1/2 INCHES. HEADROOM CANNOT BE LESS THAN 6
FEET 6 INCHES. [R311.7.10.1
3.GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS,
PORCHES, BALCONIES OR LANDINGS, MUST BE NOT LESS THAN 42
INCHES IN HEIGHT AS MEASURED VERTICALLY ABOVE THE
ADJACENT WALKING SURFACES OR THE LINE CONNECTING THE
NOSINGS. [R312.1.2]
2.WHERE BALCONIES OR OTHER ELEVATED WALKING SURFACES ARE
EXPOSED TO WATER FROM DIRECT OR BLOWING RAIN, SNOW, OR
IRRIGATION, AND THE STRUCTURAL FRAMING IS PROTECTED BY AN
IMPERVIOUS MOISTURE BARRIER, THE CONSTRUCTION DOCUMENTS
MUST INCLUDE DETAILS FOR ALL ELEMENTS OF THE IMPERVIOUS
MOISTURE BARRIER SYSTEM. THE CONSTRUCTION DOCUMENTS
MUST INCLUDE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
[R106.1.5].
1
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(E)EXISITING
(P)PROPOSED
F.F.FINISHED FLOOR
FL.FLOOR
CLG.CEILING
C.M.U.CONCRETE MASONRY UNIT
LEGEND
HOLD - 1001 N Van Ness
Ave3/7/2025
NOTES FOR ADDITIONAL REQUIRED INFORMATION
CONCRETE SUBSTRATES
SHEET METAL INSTALLATION - CONCRETE
SHEET METAL INSTALLATION - WOOD
REFER TO THE FOLLOWING INSTALLATION
PLYWOOD SHEATHING AND FRAMING
3B.
2.
1.
3A.
SMOOTHING COAT
DEX-O-TEX
ELASTATEX 500
DETAIL COAT WITH
FABRIC REINFORCEMENT
AT SHEET METAL
INTERFACE WITH BUILDING PAPER IN
BEHIND FLANGE AT SIDES AND BOTTOM,
SHINGLE FASHION
SELF-ADHERING SHEET MEMBRANE
AT TOP
OVER FLANGE
SHEET MEMBRANE
SELF-ADHERING
SEALANT BETWEEN
OUTER FLANGE
AND SCUPPER
SELF-ADHERING
SHEET MEMBRANE
OVER FLANGE
AT TOP
BUILDING PAPER
BUILDING PAPER
(E) WOOD FRAMING WALL
3"
(E) PLYWOOD SUB-FLOOR - REPLACE SILICONE SEALANT
DEX-O-TEX OR EQUAL SLIP SHEET
WATERPROOF MEMBRANE SYSTEM
"DEX-O-TEX WEATHERWEAR"
L FLASHING
(E) STUD WALL
PLYWOOD
(E) STUCCO
26 GAGE6"
SILICONE SEALANT
Z FLASHING
26 GAGE
ROLLED EDGE
PRIMED & PAINTED TO MATCH WALL
4"
1/4" :12 SLOPE
TO DRAIN
MANUF'R: DEX-O-TEX (WEATHERWEAR)
ICC #: ESR - 1757
INSTALL PER MANUFACTURER'S RECOMMENDATION.
(E) FLOOR FINISH
(E) FLOOR FRAMING
(E) FLOOR FRAMING
BALCONY BEDROOM
LIVING
FIRST FL. F.F.
0'-0"
FIRST FL. CLG.
8'-0"
SECOND FL. F.F.
9'-0"
(E
)
3
'
-
0
"
(P
)
3
'
-
6
"
4
S-1 1
2
3
4
3
S-1
5
PATIO
1
A-2
1/4" :12 SLOPE
TO DRAIN
SLIDING GLASS DOORS
VERIFY PROFILE & ANCHORAGE
W/ MANUFACTURER
SILICONE SEAL SCREWS OR
NAILS THAT PENETRATE
FLASHING
(E) FLOOR FINISH
WOOD BASE
TRIM
(E) PLYWOOD SUB-FLOOR - REPLACE
DEX-O-TEX OR EQUAL SLIP SHEET
WATERPROOF MEMBRANE SYSTEM
"DEX-O-TEX WEATHERWEAR"
L FLASHING
26 GAGE
6"
1/2"
VERIFY
SIZE
MANUF'R: DEX-O-TEX (WEATHERWEAR)
ICC #: ESR - 1757
INSTALL PER MANUFACTURER'S RECOMMENDATION.
(E) FLOOR FRAMING
(E) FLOOR FRAMING
MAXIMUM 1.5" THRESHOLD AT DECK/HOUSE
REVISION NO.
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1. GYP. BOARD AT WALL AND CEILING.
2. WATERPROOF MEMBRANE SYSTEM.
3. PROPOSED GUARDRAIL.
4. SLIDING BALCONY DOOR.
5. EXISTING EXTERIOR PLASTER.
EXISTING AND PROPOSED SECTION AA (PARTIAL)
DECK TO WALL DETAIL SCALE: NTS
SECTION KEYNOTES
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GENERAL NOTES
1. GUARDRAIL SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO
THE REQUIRED GUARDRAIL HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4
INCHES IN DIAMETER. [R312.1.3]
2. THE CLEAR WIDTH AT A ND BELOW THE HANDRAILS AT SPIRAL STAIRWAYS
CANNOT BE LESS THAN 26 INCHES AND THE WALKLINE RADIUS CANNOT BE
GREATER THAN 24 -1/2 INCHES. EACH TREAD MUST HAVE A DEPTH OF NOT
LESS THAN 6-3/4 INCHES AT THE WALKLINE. T READS MUST BE IDENTICAL,
AND THE RISE CANNOT BE MORE THAN 9-1/2 INCHES. HEADROOM CANNOT
BE LESS THAN 6 FEET 6 INCHES. [R311.7.10.1
3. GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES,
BALCONIES OR LANDINGS, MUST BE NOT LESS THAN 42 INCHES IN HEIGHT AS
MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES OR THE
LINE CONNECTING THE NOSINGS. [R312.1.2]
2. WHERE BALCONIES OR OTHER ELEVATED WALKING SURFACES ARE
EXPOSED TO WATER FROM DIRECT OR BLOWING RAIN, SNOW, OR
IRRIGATION, AND THE STRUCTURAL FRAMING IS PROTECTED BY AN
IMPERVIOUS MOISTURE BARRIER, THE CONSTRUCTION DOCUMENTS MUST
INCLUDE DETAILS FOR ALL ELEMENTS OF THE IMPERVIOUS MOISTURE
BARRIER SYSTEM. THE CONSTRUCTION DOCUMENTS MUST INCLUDE
MANUFACTURER'S INSTALLATION INSTRUCTIONS. [R106.1.5].
SCALE: 1/2"= 1'-0"
SCALE: NTS DECK TO DOOR DETAIL
(E)EXISITING
(P)PROPOSED
F.F.FINISHED FLOOR
FL.FLOOR
CLG.CEILING
C.M.U. CONCRETE MASONRY UNIT
LEGEND
SCALE: NTS 3 BALCONY DRAIN DETAIL
Provide
primary and
secondary
drainage,
Inspector
Please
Verify
HOLD - 1001 N Van Ness
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REVISION NO.
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NAILING SCHEDULES
FOUNDATION & FRAMING GENERAL NOTES
1. HOLDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO
FOUNDATION INSPECTION.
2. PLATE WASHERS AND HOLDOWN SHALL BE TIGHTENED JUST PRIOR
TO COVERING THE WALL FRAMING.
3. ONLY COMMON NAILS SHALL BE USED FOR ALL PLYWOOD SHEARWALLS
AND DIAPHRAGMS.
4. ALL BOLT HOLES SHALL BE DRILLED 1/32" OR 1/16" OVERSIZED.
5. ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED BY THE
PROJECT ENGINEER GEOLOGIST AND OR/ PROJECT GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
6. FOUNDATION SUPPORTING WOOD SHALL BE 6" MIN. ABOVE ADJACENT
FINISH GRADE/ SURFACE.
7. STUDS IN EXTERIOR WALLS OR INTERIOR BEARING PARTITIONS SHALL
BE CUT OR NOTCHED NO MORE THAN 25% OF THE WIDTH. INTERIOR
NON- BEARING PARTITIONS MAY BE NOTCHED 40% OF THE WIDTH - CBC 2320.11.9.
8. BORED HOLES IN ANY STUD SHALL BE LIMITED TO 40% OF THEIR
WIDTH AND SHALL BE LOCATED AT LEAST 5/8" FROM THE EDGE OF
THE STUD - CBC 2320.11.10.
9. NAILING FOR DIAPHRAMS AND FOR ALL SHEARWALLS SHALL BE
INSPECTED PRIOR TO COVERING.
10. SHEARWALLS SHALL RUN CONTINUOUSLY FROM FOUNDATION TO
ROOF / FLOOR FRAMING.
11. PLYWOOD SHALL HAVE FRAMING OR BLOCKING AT ALL EDGES OF ALL
SHEETS IN SHEARWALLS - CBC 2315.5.
12. STUDS SUPPORTING TWO OR MORE FLOORS AND A ROOF SHALL BE 2x6 OR 3x4.
13. ALL MASONRY WALL ANCHOR BOLT EMBEDMENT SHALL BE PER DETAIL.
14. USE 2 x STUDS @ ALL JOINTS @ EDGES, STAGGERED NAILING EACH SIDE OF JOINTS.
15. USE 2 x SILL PLATES
16. ALL SILL PLATES SHALL BE PRE-DRILLED.
17. ALL NAILS SHALL BE COMMON NAILS AND STAGGERED NAILS
IF NAIL SPACING IS LESS THAN 2" O.C.
18. SQUARE PLATE WASHERS SHALL BE USE WITH ALL ANCHOR BOLTS AND
HOLDOWN BOLTS.
19. PLATE WASHER SIZE SHALL BE 3" x 3" x 0.229" CBC 23.08.12.8.
20. FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT- TREATED WOOD
SHOULD BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE, OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED
FASTENERS SHALL BE ACCORDANCE WITH ASTM A 153. FASTENINGS FOR
WOOD FOUNDATIONS SHOULD BE AS REQUIRED IN AF&PA TECHNICAL REPORT
NO.7. REVISE SPECIFICATION FOR NAILS AND SCREWS ACCORDINGLY. [CBC 2304.9.5].
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HOLD - 1001 N Van Ness
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CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom 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.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. 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.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
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:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from CAL Fire on maintenance of defensible space around residential structures.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. 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.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the 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 only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS
(RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS
(RESIDENTIAL)
MAX. 1.2 GPM @ 60 PSI
MIN. 0.8 GPM @ 20 PSI
LAVATORY FAUCETS IN
COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND
IS INCLUDED AS A CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
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 hay, 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.
4.106 SITE DEVELOPMENT
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.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or 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:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no commercial power supply.
1.2 Where there is evidence substantiating that meeting the requirements will alter the local
utility infrastructure design requirements on the utility side of the meter so as to increase
the utility side cost to the homeowner or the developer by more than $400.00 per
dwelling unit.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
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.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
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.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number
of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle
charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV
spaces shall be rounded up to the nearest whole number.
Notes:
1.Construction documents are intended to demonstrate the project's capability and capacity for
facilitating future EV charging.
2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed
for use.
3.A parking space served by electric vehicle supply equipment or designated as a future EV charging
space shall count as at least one standard automobile parking space for the purpose of complying with
any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle
Code Section 22511.2 for further details.
4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall
indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space
shall be located in the common use parking area and shall be available for use by all residents.
4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces
required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options:
1. The EV space shall be located adjacent to an accessible parking space meeting the
requirements of the California Building Code, Chapter 11A, to allow use of the EV charger
from the accessible parking space.
2. The EV space shall be located on an accessible route, as defined in the California Building
Code, Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the
California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 and
Section 4.106.4.2.2, Item 3.
Note: Electric Vehicle charging stations serving public housing are required to comply with the California
Building Code, Chapter 11B.
4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be
designed to comply with the following:
1. The minimum length of each EV space shall be 18 feet (5486 mm).
2. The minimum width of each EV space shall be 9 feet (2743 mm).
3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm)
wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the
minimum width of the EV space is 12 feet (3658 mm).
a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units
horizontal (2.083 percent slope) in any direction.
4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240-
volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside
diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed
cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction
documents shall identify the raceway termination point. The service panel and/or subpanel shall provide
capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit
installation of a branch circuit overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch
circuit is installed in close proximity to the proposed location of an EV charger, at the time of
original construction in accordance with the California Electrical Code.
4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway
termination point and proposed location of future EV spaces and EV chargers. Construction documents
shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and
electrical load calculations to verify that the electrical panel service capacity and electrical system,
including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs
at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a
40-ampere minimum branch circuit. Required raceways and related components that are planned to be
installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the
time of original construction.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch
circuit is installed in close proximity to the proposed location of an EV charger, at the time of
original construction in accordance with the California Electrical Code.
4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance
with the California Electrical Code.
4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces
capable of supporting future installation of EVSE. The construction documents shall identify the location
of the EV spaces.
Notes:
1. Construction documents are intended to demonstrate the project's capability and capacity
or facilitating future EV charging.
2. There is no requirement for EV spaces to be constructed or available until EV chargers
are installed for use.
3. A parking space served by electrical vehicle supple equipment or designed as a future EV
charging space shall count as at least one standard automobile parking space for the purpose
of complying with any applicable minimum parking space requirements established by a local
jurisdiction. See Vehicle Code Section 22511.2 for further details.
4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based
on the total number of parking spaces provided for all types of parking facilities in accordance with
Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the
nearest whole number.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
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" 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, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
TABLE 4.106.4.3.1
TOTAL NUMBER OF PARKING
SPACES
NUMBER OF REQUIRED EV
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 total
4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to
comply with the following:
1. The minimum length of each EV space shall be 18 feet (5486mm).
2. The minimum width of each EV space shall be 9 feet (2743mm)
4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed
in accordance with Section 4.106.4.2.3.
4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be
designed in accordance with Section 4.106.4.2.4.
4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section
4.106.4.2.5.
4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for
hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging
stations in the California Building Code, Chapter 11B.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
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Ave3/7/2025
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 (VOC) 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).
4.503 FIREPLACES
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 New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter 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, sealant 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:
1. 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 Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. 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 1 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.
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)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) 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:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
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:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
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:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. 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.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
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 applicable checklist.
4.505 INTERIOR MOISTURE CONTROL
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, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, 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:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
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:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
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 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
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:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
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 & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT 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 & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
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.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED
BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.
CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT 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, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &
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, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of 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 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of 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 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
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 80% of floor area receiving
resilient flooring shall meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 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 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:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
CALG-2
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HOLD - 1001 N Van Ness
Ave3/7/2025
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Ave3/7/2025
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Ave3/7/2025
HOLD - 1001 N Van Ness
Ave3/7/2025
10"
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852.5 lbs
10x1705 / 20 = 852.5 lbs
852.5 lbs : OK
HOLD - 1001 N Van Ness
Ave3/7/2025
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1001 N Van Ness Ave I
✔
REPAIR BALCONY AS REQUIRED BY SB721 · SEVERE LEVEL JOIST/RIM JOIST/BEAM AND LEDGER DEFECT - SEVERE DAMAGE TO WOOD FRAME COMPONENTS
✔
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SHIV
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Digitally signed
by SHIV
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Date:
2024.10.21
14:00:08 -07'00'
SHIV
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Digitally signed
by SHIV
TALWAR
Date:
2024.10.21
14:00:55 -07'00'
SHIV TALWAR
909 510 0512 10 21 2024
SANTA ANA
ST
HOLD - 1001 N Van Ness
Ave3/7/2025
Product Data Sheet
Sikaflex® Concrete Fix
July 2018, Version 01.02
020511010000000023
PRODUCT DATA SHEET
Sikaflex® Concrete Fix
One-component, non-sag, polyurethane sealant for sealing cracks/joints
PRODUCT DESCRIPTION
Sikaflex® Concrete Fix is a moisture-cured, 1-component,
polyurethane-based, non-sag elastomeric sealant. Meets
Federal specification TT-S-00230C, Type II. Meets ASTM
C-920, Type S, Grade NS.
USES
Designed for all types of joints and cracks where
maximum depth of sealant will not exceed 1/2 in. (12.7
mm).
▪
Suitable for vertical and horizontal joints; readily
placeable at 40 °F (4 °C).
▪
Has many applications as an elastic sealant between
materials with dissimilar coefficients of expansion.
▪
Ideal for:
Weatherproofing of joints,cracks and gaps in concrete,
brickwork, blockwork, masonry, stucco and metal
frames
▪
Joints in walls, floors, balconies, around window or
door frames
▪
Expansion joints▪
Roofing▪
CHARACTERISTICS / ADVANTAGES
High elasticity – cures to a tough, durable, flexible
consistency with exceptional cut and tearresistance.
▪
Stress relaxation▪
Excellent adhesion – bonds to most construction
materials without a primer.
▪
Excellent resistance to aging, weathering▪
Non-staining▪
Urethane-based; suggested by EPA for radon reduction▪
Paintable with water-based, oil-based or rubber-based
paints
▪
Capable of ±35 % joint movement▪
PRODUCT INFORMATION
Packaging 10.1 fl. oz. (299 ml), moisture-proof composite cartridges, 12/case
Color Limestone
Shelf Life 12 months in original, unopened containers
Storage Conditions Store at 40 to 95 °F (4 to 35 °C). Condition material to 65 to 75 °F (18 to 24 °C)
before using
TECHNICAL INFORMATION
1 / 3
HOLD - 1001 N Van Ness
Ave3/7/2025
Shore A Hardness 40±5 (ASTM C-661)
Tested at:
73 °F (23 °C)
50 % R.H.
Chemical Resistance Good resistance to water, diluted acids, and diluted alkalines.
Consult Technical Service for specific data.
Resistance to Weathering Excellent
Service Temperature -40 to 170 °F (-40 to 77 °C)
APPLICATION INFORMATION
Coverage 10.1 oz (299 ml) Cartridge: Yield in Linear Feet
Depth 1/4"Depth 3/8"Depth 1/2"
Width
1/4"24.3
3/8"16.2 10.8
1/2"12.1 8.1 6.1
3/4"8.1 5.4 4.0
1"3.0
1-1/4"2.4
1-1/2"2.0
Ambient Air Temperature 40 to 100 °F (4 to 38 °C). Sealant should be installed when joint is at midrange
of its anticipated movement
Substrate Temperature 40 to 100 °F (4 to 38 °C). Sealant should be installed when joint is at midrange
of its anticipated movement
Cure Time Final cure: 5–7 days
Tack Free Time 3–6 hours
APPLICATION INSTRUCTIONS
SUBSTRATE PREPARATION
Clean all surfaces. Cracks/Joints must be sound, clean,
dry, frost-free, and free of oil and grease. Curing
compound residues and any other foreign matter must
be thoroughly removed.
APPLICATION METHOD / TOOLS
Recommended application temperatures: 40 to 100 °F (4
to 38 °C). For cold weather application, condition units
at approximately 70 °F (21 °C); remove prior to using.
For best performance, Sikaflex® Concrete Fix should be
gunned into joint when joint slot is at mid-point of its
designed expansion and contraction. Place nozzle of gun
into bottom of the joint and fill entire joint. Keep the
nozzle in the sealant, continue on with a steady flow of
sealant preceding the nozzle to avoid air entrapment.
Avoid overlapping of sealant to eliminate entrapment of
air. Tool as required. Maximum sealant depth is 1/2 in.
(12.7 mm) and width is 1 in. (25.4 mm). Minimum depth
is 1/4 (6.3 mm) and width is 1/4 in. (6.3 mm). Proper
design is 2:1 width to depth ratio. For use in horizontal
joints in traffic areas, the absolute minimum depth of
the sealant is 1/2 in. (12.7 mm). Always use bond
breaker tape or closed cell backer rod for support on
horizontal joints. Tool as necessary, with dry sealant
spatula.
Uncured material can be removed with approved
solvent. Cured material can only be removed
mechanically. For spillage, collect, absorb, and dispose
of in accordance with current, applicable local, state,
and federal regulations.
LIMITATIONS
Allow 1-week cure at standard conditions when using
Sikaflex® Concrete Fix in total water immersion and
prior to painting.
▪
When overcoating with water-based, oil-based or
rubber-based paints, compatibility and adhesion
testing of mock-up installations is essential.
▪
Avoid exposure to high levels of chlorine. (Maximum
continuous level is 5ppm of chlorine.)
▪
Maximum depth of sealant must not exceed 1/2 in.
(12.7 mm); minimum depth is 1/4 in. (6.35 mm).
▪
Maximum width of sealant must not exceed 1 in. (25.4 ▪
Product Data Sheet
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mm).
Maximum expansion and contraction should not
exceed 35 % of average joint width.
▪
Do not cure in the presence of curing silicone sealants.▪
Avoid contact with alcohol and other solvent cleaners
during cure.
▪
Do not apply when moisture-vapor-transmission
condition exists from the substrate as this can cause
bubbling within the sealant.
▪
To avoid bubbling, do not apply when ambient air and
substrate temperatures exceed 100o F (38o C). In
extreme summertime conditions, preferably install
sealant when ambient air and substrate temperatures
are falling.
▪
Use opened cartridges the same day.▪
When applying sealant, avoid air-entrapment.▪
Since system is moisture-cured, permit sufficient
exposure to air.
▪
The ultimate performance of Sikaflex® Concrete Fix
depends on good joint design and proper application
with joint surfaces properly prepared.
▪
Do not tool with detergent or soap solutions.▪
Do not use paints which are silicone based or have a
high solvent content. Avoid solvent-based and alcohol-
based primers, stains, sealers and coatings.
▪
BASIS OF PRODUCT DATA
Results may differ based upon statistical variations
depending upon mixing methods and equipment,
temperature, application methods, test methods, actual
site conditions and curing conditions.
OTHER RESTRICTIONS
See Legal Disclaimer.
ENVIRONMENTAL, HEALTH AND SAFETY
For further information and advice regarding
transportation, handling, storage and disposal of
chemical products, user should refer to the actual Safety
Data Sheets containing physical, environmental,
toxicological and other safety related data. User must
read the current actual Safety Data Sheets before using
any products. In case of an emergency, call CHEMTREC
at 1-800-424-9300, International 703-527-3887.
LEGAL DISCLAIMER
• KEEP CONTAINER TIGHTLY CLOSED
• KEEP OUT OF REACH OF CHILDREN
• NOT FOR INTERNAL CONSUMPTION
• FOR INDUSTRIAL USE ONLY
• FOR PROFESSIONAL USE ONLY
Prior to each use of any product of Sika Corporation, its
subsidiaries or affiliates (“SIKA”), the user must always
read and follow the warnings and instructions on the
product’s most current product label, Product Data
Sheet and Safety Data Sheet which are available at
usa.sika.com or by calling SIKA’s Technical Service
Department at 1-800-933-7452. Nothing contained in
any SIKA literature or materials relieves the user of the
obligation to read and follow the warnings and
instructions for each SIKA product as set forth in the
current product label, Product Data Sheet and Safety
Data Sheet prior to use of the SIKA product.
SIKA warrants this product for one year from date of
installation to be free from manufacturing defects and
to meet the technical properties on the current Product
Data Sheet if used as directed within the product’s shelf
life. User determines suitability of product for intended
use and assumes all risks. User’s and/or buyer’s sole
remedy shall be limited to the purchase price or
replacement of this product exclusive of any labor costs.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL
APPLY INCLUDING ANY WARRANTY OF
MERCHANTABILITY OR FITNESS FOR A PARTICULAR
PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL
THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.
SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS
PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT
OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD
BY OTHERS.
Sale of SIKA products are subject to the Terms and
Conditions of Sale which are available at
https://usa.sika.com/en/group/SikaCorp/termsandconditions.html
or by calling 1-800-933-7452.
Sika Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: +1-800-933-7452
Fax: +1-201-933-6225
usa.sika.com
Sika Mexicana S.A. de C.V.
Carretera Libre Celaya Km. 8.5
Fracc. Industrial Balvanera
Corregidora, Queretaro
C.P. 76920
Phone: 52 442 2385800
Fax: 52 442 2250537
SikaflexConcreteFix-en-US-(07-2018)-1-2.pdf
Product Data Sheet
Sikaflex® Concrete Fix
July 2018, Version 01.02
020511010000000023
3 / 3
HOLD - 1001 N Van Ness
Ave3/7/2025