HomeMy WebLinkAbout600 S Harbor Blvd - PlanTRE.
ROOM 1
100SF
TRE.
ROOM 2
100 SF
TRE.
ROOM 3
100SF
TRE.
ROOM 4
100SF
TRE.
ROOM 5
100 SF
TRE.
ROOM 6
170SF
CONSULT.
STERILIZATION
PRIVATE
OFFICE
77 SF
RE
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STAFF
LOUNGE
178 SF
STORAGE
91SF
DENTAL MECH.
/JAN. CLOSET
50SF
IMAGING
ALCOVE
100SF
STOR
8SF
I.
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STORAGE
WAITING
514 S.F.
34 OCC
CORRIDOR
503 SF
BUSINESS
OFFICE
150 SF
ACCESSIBLE
RESTROOM
51 SF
ACCESSIBLE
RESTROOM
60SF
0.0
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA ENERGY CODE
FLAMMABLE, HAZARDOUS MATERIALS SHALL NOT BE STORED ON PROPERTY.
HVAC UNITS ARE EXISTING ON ROOF, DUCTWORK ALTERATION ONLY.
ALL EXTERIOR SIGNAGE UNDER SEPARATE PERMIT.
NO MEDICAL GASSES WILL BE INSTALLED.
NEW DOORS TO, AND WITHIN AREA OF WORK SHALL BE ACCESSIBLE
1ST FLOOR ENTRANCE
1.
2.
3.
4.
FIRE SPRINKLER MODIFICATIONS IF REQUIRED, SHALL BE UNDER SEPARATE PERMIT.
6.
7.
8. NO STRUCTURAL CHANGES
VICINITY MAP
SHEET INDEX
BUILDING DEPT NOTESPROJECT SUMMARY
SHEET
DRAWN BY
CHECKED BY
SCALE
DATE
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c ALL RIGHTS RESERVED
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C A L I F O R N I A C O U N C I L F O R INTERIOR
DESIGN
CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR
DESIGN
CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 - 9 - 2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
5.
2761TOTAL FLOOR AREA
BOCCUPANCY GROUP
49OCCUPANT LOAD
V-BSITE CONSTRUCTION
1NUMBER OF STORIES
FIRE DEPARTMENT NOTES
INTERIOR T.I. GENERAL DENTAL OFFICE.
NO MEDICAL GASSES WILL BE INSTALLED.
EXISTING ROOFTOP MECHANICAL EQUIPMENT WILL BE USED.
ALTERATION OF DUCTING ONLY.
NEW T-BAR AND HARD LID CEILING AS INDICATED ON PLAN
2 NEW ACCESSIBLE RESTROOMS
NO STRUCTURAL CHANGES.
SCOPE OF WORK
1. Fire Department final inspection required. Schedule all inspections 72 hours in advance by calling fire inspector
2. Provide 2A 10BC minimum rated fire extinguishers to be located on each level within 75 feet of travel distance from all
areas. Travel distance is 30 feet in areas having flammable liquids.
3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Provide
self-releasing locking devices on exit doors
4. A sign that reads "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" with a minimum one (1) inch
letters shall be provided adjacent to the main exit (1) door only
5. EXIT" signs shall be in block letters, a minimum of six (6) inches high with a stroke of not less than 3/4 inch.
Luminance on face of sign shall be 50 LUX.
6. EXIT" signs shall be electrically illuminated and energized from separate circuits. Show on electrical plan(s). One of
the above circuits shall be part of the emergency lighting system
7. Exit signs shall be provided in accordance with current editions of C.B.C. and C.F.C. Show location on floor or
reflected ceiling plans).
8. Storage, dispensing, or use of any flammable or combustible liquids, flammable gases, and hazardous chemicals shall
comply with Uniform Fire Code requirements
9. Medical gas systems shall comply with N.F.P.A. Standard 99 (if applicable to this build)
10. An approved knox box must exist on the building or a knox box must be provided for the building. CFC 506
11. The Fire Sprinkler System requirements and/or modifications require a separate plan check submittal and
approval.
12. Fire extinguishers must be installed per CFC Section 906. Start the placement of fire extinguisher near the exterior
exit doors. Mount the fire extinguisher in a visible and accessible location, 3½' to 5' above the finish floor to the
handle. Buildings with multiple floors must have at least one fire extinguisher per floor.
13. Light Hazard (offices, classrooms, churches, assembly rooms, residential) Occupancies require "2A10BC" fire
extinguishers. The maximum coverage area is 5,000 sq. ft per extinguisher and the maximum travel distance is 75'.
14. All doors designated as exits, must be equipped with panic or lever type hardware. CFC 1010.1.9
TITLE0.0
GENERAL NOTESGN1
FLOOR PLANA1.0
PLUMBING LAYOUTP1
PLUMBING PIPING DIAGRAMP2
ELECTRICAL LAYOUT PLANE1
DETAIL PAGED1
DETAIL PAGED2
MECHANICAL LAYOUTM1
MECHANICAL ACCEPTANCE FORMSM2
REFLECTED CEILING PLANA2.0
DETAIL PAGED3
SITE PLANA-0.1
QUIET ROCK INSTALLATION INSTRUCTIONSQR1
FIRE SPRINKLERS NO
PLUMBING PIPING DIAGRAMP3
RESTROOM ELEVATIONSA1.1
ELECTRICAL ENGINEERED PLANE1.0
ELECTRICAL ENGINEERED PLANE2.0
ELECTRICAL ENGINEERED PLANE3.0
ELECTRICAL ENGINEERED PLANE4.0
CAL GREENCG1
CAL GREENCG2
CAL GREENCG3
EGRESS DISTANCES
P: 32"PROVIDED EGRESS WIDTH
F FIRE EXTINGUISHER CABINET
PER 20122 INTERNATIONAL BUILDING CODE, TABLE 1017.2, EXIT ACCESS TRAVEL
DISTANCE WITH SPRINKLER SYSTEM < 300'
PATH ID
1A
1B
1C
1D
TRAVEL DISTANCE
74'
LIFE SAFETY LEGEND
SYMBOL DESCRIPTION
EXIT LIGHTS
EGRESS TRAVEL PATH
47'
FIXTURE CALCULATIONS
OCCUPANCY: BUSINESS - B
BUILDINGS FOR THE TRANSACTION OF BUSINESS,
PROFESSIONAL SERVICES, OTHER SERVICES
INVOLVING MERCHANDISE, OFFICE BUILDINGS,
BANKS, LIGHT INDUSTRIAL AND SIMILAR USES
REQUIRED:
PROVIDED:
WATER CLOSET
1 1
OCCUPANTS: 30
LAVATORIES
MALE FEMALE MALE FEMALE
1 1
(24 MALE 24 FEMALE)
BATHTUBS OR
SHOWERS OTHER
1 SERVICE SINK
OCCUPANCY CALCULATIONS
OCCUPANCY TYPE
BUSINESS AREAS
TOTAL:
AREA
2761 SF
SF PER
OCC.
150
OCC.
LOAD
49
DRINKING
FOUNTAIN OR
SF PER OCC
LOBBY 1:15
514 S.F/15= 34 OCC
2761 SF - 514 (LOBBY) = 2247 SF @ 150 PER OCC= 15 OCC + LOBBY (34) = 49 OCC TOTAL
BOTTLE FILLER
1A
-
7
4
'
1A
-
7
4
'
1A
-
9
2
'
1B - 47'
1B - 47'
1B
- 92
'
F
F
F
P: 32"
P: 32"
P: 32"
P: 32"1 1 1 1 1 2 NEW UNISEX RR
PLUMBING ACCEPTANCE FORMSP4
MECHANICAL MANDATORY MESURESM2
1C
-
5
4
'
1C
-
5
4
'
54'
PLUMBING SCOPE OF WORK:
TWO NEW RESTROOMS, 6 EXAM SINKS, WATER HEATER,
MOP SINK, LOUNGE SINK, STERILE SINK, TWO FLOOR
DRAINS, AIR AND VACUUM (LEVEL 3)
MECHANICAL SCOPE OF WORK:
· REPLACE 2 EXISTING HEAT PUMPS WITH NEW. NEW
DUCTING THROUGHOUT SPACE, 4 NEW EXHAUST
FANS.
· DUCTWORK AND PLENUMS TO BE CONSTRUCTED TO
SEAL CLASS A. SEE 2022 CEC 120.4(B).
· MANDATORY REQUIREMENT CLARIFICATIONS TO
SPACES FOR WHICH OCCUPANT SENSOR
VENTILATION CONTROL DEVICES ARE REQUIRED. SEE
2022 CEC 120.1(D)5.
· DUCT LEAKAGE TESTING REQUIRED
Bldg # 101121206
Elect #20184269
Plumb #30147911
Mech #40139623
APPROVALS:
PLNG - F. Arias
BLDG - T. Le
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
ELECT - M. Smith/T. Le
PLUMB/MECH - T. Luka
600 S Harbor Blvd
3/17/2025
GN1
SHEET
DRAWN BY
CHECKED BY
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c ALL RIGHTS RESERVED
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
CALIFORNIA GREEN CODE
TABLE A5.601 AND TABLE A5.602: ADDITIONS AND ALTERATIONS TO EXISTING NONRESIDENTIAL BUILDINGS
PROVISIONS OF CALIFORNIA GREEN CODE SHALL APPLY TO THE PLANNING, DESIGN, OPERATION, CONSTRUCTION,
USE AND OCCUPANCY OF ADDITIONS TO BUILDINGS OR STRUCTURES, UNLESS OTHERWISE INDICATED IN THIS CODE.
ALTERATIONS 1,000 SQ FT OR GREATER SHALL COMPLY.
FIREPLACES AND WOODSTOVES. ONLY DIRECT-VENT SEALED-COMBUSTION GAS OR SEALED WOOD-BURNING
FIREPLACES OR SEALED WOODSTOVES OR PELLET STOVES ARE ALLOWED. WOOD STOVES AND PELLET STOVES SHALL
COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS.
COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION.
DURING CONSTRUCTION AND UNTIL FINAL STARTUP, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION OPENINGS SHALL
BE COVERED TO REDUCE THE AMOUNT OF DUST THAT MAY COLLECT IN THE SYSTEM.
ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE
REQUIREMENTS OF THE FOLLOWING STANDARDS:
A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANT PRIMERS AND CAULKS SHALL
COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES
WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND
5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF
CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,
PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS LISTED IN B. BELOW.
B. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN
UNITS OF PRODUCT, LESS PACKAGING WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST
OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER
REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE
OFREGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.
PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1
OF THE ARB ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 5.504.4.3
(ATTACHED), UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO
NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 5.504.4.3 SHALL BE
DETERMINED BY CLASSIFYING HE COATING AT A FLAT, NON-FLAT OR NON-FLAT-HIGH GLOSS COASTING, 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, NON-FLAT OR NON-FLAT-HIGH GLOSS
VOC LIMIT IN TABLE 5.504.4.3 SHALL APPLY.
AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC
IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS
AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522( C )(2) AND ( D)(2) OF CALIFORNIA CODE
OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520.
CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING SHALL MEET THE TESTING AND PRODUCT
REQUIREMENTS OF ONE OF THE FOLLOWING:
A. CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM
B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOCS
(SPECIFICATION 0 1350)
C. NSF/ANSI 140 AT THE GOLD LEVEL
D. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE
ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND
RUG INSTITUTE GREEN LABEL PROGRAM.
ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 5.504.4.1.
COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD
COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE
REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE
WOOD (17 CCR 93 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE
5.504.4.5.
RESILIENT FLOORING SYSTEMS. FOR 50 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALL
RESILIENT FLOORING COMPLYING WITH THE VOC-EMISSION LIMITS DEFINED IN THE 2009 COLLABORATIVE FOR
HIGH PERFORMANCE SCHOOLS (CHPS) CRITERIA AND LISTED ON ITS LOW-EMITTING MATERIALS LIST (OR
PRODUCT REGISTRY) OR CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE
PROGRAM.
DIVISION 1
GENERAL REQUIREMENTS
1. ALL WORK SHALL BE WARRANTED FOR 1 YEAR AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP.
2. ALL WORK PERFORMED SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE, FEDERAL, AND LOCAL
CODES, ORDINANCES, AND LAWS, INCLUDING THE 2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1,
TITLE 24 C.C.R.: 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.: 2019 CALIFORNIA
ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R: 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE
24 C.C.R: AND 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R
3. CONTRACTORS SHALL COORDINATE THEIR WORK WITH UTILITIES COMPANIES AND OTHER TRADES. ANY
CONFLICTS SHALL BE BROUGHT TO THE DESIGNER'S ATTENTION PRIOR TO THE WORK BEING INSTALLED.
FAILURE TO DO SO WILL MAKE THE CONTRACTOR RESPONSIBLE FOR THE COST TO CORRECT THE WORK.
4. EACH CONTRACTOR SHOULD VISIT THE SITE OF THE PROPOSED WORK, VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS, INCLUDING EASEMENTS, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, AND FULLY
ACQUAINT THEMSELVES WITH THE SITE CONDITIONS RELATING TO CONSTRUCTION.
5. EACH CONTRACTOR WILL BE REQUIRED TO PROVIDE CERTIFICATES OF INSURANCE ISSUED BY AN
ACCEPTABLE COMPANY PRIOR TO COMMENCEMENT OF WORK ON THE SITE.
6. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE IN A CLEAN AND
ORDERLY CONDITION. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS
OFF SITE AND IN AN APPROVED MANNER, ACCORDING TO STATE AND CITY CODES. NOTIFY ARCHITECT AT
ONCE IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED.
7. COMPLETE FINAL CLEANING PRIOR TO WALK-THROUGH AND PREPARATION OF PUNCH LIST. CLEAN ALL
SURFACES EXPOSED TO VIEW. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION
FACILITIES FROM SITE.
8. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT. NO DEADBOLTS, SLIDING BOLTS, ETC. PROVIDE SELF RELEASING LOCKING DEVICES
ON EXIT DOORS.
9. ALL PRIMARY ENTRANCES AND ALL FACILITIES IN THE BUILDING SHALL BE MADE ACCESSIBLE TO THE
HANDICAPPED PER CBC CHAPTER 11B.
10. CONTRACTOR TO SECURE PERMIT AS REQUIRED BY THE CITY FIRE MARSHALL, PRIOR TO OCCUPYING
THIS SPACE.
11. POST OCCUPANT LOAD SIGNS COMPLYING WITH CFC 1003 AND CBC 1004.3 AS REQUIRED.
12. FINISH CONTRACTORS SHALL ENSURE ALL FINISH MATERIALS WILL BE FLUSH AND WASHABLE. INTERIOR
FINISH MUST CONFORM TO THE REQUIREMENTS OF CBC.
13. FIRE EXTINGUISHERS TO BE PROVIDED, PER CFC 906 & TABLE 906.3(1). TO BE TYPE 2A10BC WITH CURRENT
FIRE MARSHALL SERVICE TAG, MOUNTED IN VISIBLE LOCATION, NOT MORE THAN 75 FT. FROM ANY POINT IN
THE SPACE, IF INDICATED ON DWG.S. PROVIDE SEMI RECESSED CABINET INSTALLATION: J.L. INDUSTRIES
STOCK CABINET W/ FIRE EXTINGUISHER - ABC #5. ADDED COST TO CLIENT IF REQUESTED
14. ALL ELECTRICAL INSTALLATIONS, MAINS SERVICE AND PANEL BOARDS SHALL BE PER U.E.C.17. PROVIDE
FIRE DAMPERS IN ALL DUCTS PENETRATING FIRE RATED WALLS AND CEILINGS. (IF APPLICABLE TO PROJECT)
15. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE,
DETAILS SHOULD BE SAME AS FOR OTHER SIMILAR WORK.
16. APPROVED HARDWIRED SMOKE DETECTORS ARE TO BE INSTALLED IN ALL OFFICES, STORAGE ROOMS
AND HALLWAYS, AS CODE REQUIRES ADDED COST TO CLIENT IF REQUESTED
17. SITE SECURITY: PROJECT SITE SHALL BE SECURED AT ALL TIMES WITH DOOR LOCK.
18. PROVIDE ALL TEMPORARY UTILITIES, INCLUDING POWER, TELEPHONE, WATER AND TOILETS, AS
APPLICABLE TO PROJECT
GENERAL CONSTRUCTION
17. ALL STEEL FABRICATIONS TO BE PRIMED WITH BEST QUALITY RUST PROOFING PRIMER.
18. ALL POWER ACTUATED PINS/ANCHORS SHALL BE "RAMSET" #2330 (OR APPROVED EQUAL) AT 32" O.C. FOR
INTERIOR, NON-LOAD BEARING PARTITIONS PER ICC #ESR-1799.
19. ALL METAL FASTENERS SHALL BE MIN. HOT DIPPED GALVANIZED AFTER THEIR FABRICATION. ALL NAILS,
SCREWS AND BOLTS TO BE CORROSION RESISTANT.
20. ALL SUBSTRATES TO BE PAINTED OR OTHERWISE FINISHED, SHALL BE THOROUGHLY PREPARED AND
CLEANED, AND SHALL BE COMPATIBLE WITH PAINTS SELECTED.
21. DRYWALL CONTRACTOR SHALL PROVIDE ALL REQUIRED ACCESS PANELS WHERE NECESSARY TO
PROVIDE ACCESS TO FIRE DAMPERS, ELECTRICAL DISCONNECTS, PUMPS, VALVES, ETC. THE PAINTING
CONTRACTOR WILL BE RESPONSIBLE TO PAINT ALL ACCESS DOORS TO MATCH ADJACENT SURFACE.
22. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING AT TERMINATIONS IN GYPSUM BOARD
ASSEMBLIES TO SUPPORT CABINETRY, FIXTURES, EQUIPMENT SERVICES
DIVISION 2
DIVISION 3
CONCRETE FLOOR REPAIRS
1. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING UTILITY LINES BELOW EXISTING FLOOR SLAB AND
CONDUCT CORING OR SAW CUTTING AS APPLICABLE) FOR CONNECTION OF NEW UTILITIES. WORK SHALL BE
CARRIED OUT TO MINIMIZE DISTURBANCE TO EXISTING FLOOR SLAB. COORDINATE WITH BEAM /
REINFORCEMENT LOCATIONS. COORDINATE ALL SUCH WORK WITH PLUMBING AND ELECTRICAL
SUBCONTRACTORS, AND FILL GAPS AROUND PIPEWORK WITH FIRE RATED CAULKING / SAFING MATERIAL TO
MAINTAIN 2-HOUR FIRE RATING AT CONCRETE SLAB. (AS REQUIRED BY CODE) PROVIDE CEMENTITIOUS FLOAT
/ FILL TO ENSURE NEW / EXISTING FLOORING SURFACE IS SMOOTH AND LEVEL AND APPLY MOISTURE
SEALANT AT ALL AREAS WHERE MOISTURE PRESSURE EXCEEDS FLOORING MANUFACTURER INSTALLATION
RECOMMENDATIONS, AS REQUIRED.
2. PENETRATION THRU RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF
PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE
TEST STANDARD SPECIFIC OF FIRE STOPS ASTM-E-814 (U.L. SYSTEM #WL1001 FOR WALLS & #CAJ1001 FOR
FLOORS).
DIVISION 6
INTERIOR CABINETRY
1. INSTALL ALL ITEMIZED PREFABRICATED CABINETRY AS NOTED ON PLANS, PER MANUFACTURER'S
DIRECTIONS AND MAKE ALL UTILITY CONNECTIONS AS REQUIRED.
2. CABINET SUBCONTRACTOR TO VERIFY ALL CABINET WIDTH DIMENSIONS PRIOR TO FABRICATION. COMPLY
WITH AWI STANDARDS FOR CUSTOM GRADE AND PREMIUM GRADE FOR PLASTIC LAMINATE. SUBMIT SHOP
DRAWINGS IN CONJUNCTION WITH OTHER SUBMITTALS COVERING FABRICATION, INSTALLATION AND FINISH
FOR CONFORMANCE W/ DESIGN INTENT, ETC.
3. CUSTOM CABINET INTERIORS TO BE CONSTRUCTED OF WHITE MELAMINE SURFACED HIGH DENSITY
PARTICLEBOARD, PER ANSI 208.1 GRADE M-2, EXCEPT AT AREAS BELOW SINKS, WHICH SHALL BE SURFACED
WITH WHITE HIGH DENSITY PLASTIC LAMINATE OVER 3/4" PLYWOOD. ALL EXPOSED INTERIOR EDGES TO BE
COVERED WITH MELAMINE UNLESS NOTED OTHERWISE. ALL CABINET BASES TO BE PLASTIC LAMINATE.
4. CABINET DRAWER GLIDES TO BE 100LB FULL EXTENSION GLIDES - GRANT GR 329 (OR EQUAL) GLIDE
LENGTH TO BE AS REQUIRED BY CABINET DEPTH (2"-4" SHORTER THAN OVERALL DEPTH OF CABINET.)
CABINET STANDARDS TO BE KV FLUSH SHELF STANDARDS: KV255WH72 (STEEL WHITE EPOXY COAT) WITH KV
CLIPS KV256WH (STEEL WHITE EPOXY COAT), OR APPROVED EQUAL SYSTEM.
5. CABINET DOOR HINGES TO BE BLUM MODUL FULL OVERLAY 110O FULLY CONCEALED HINGE. REFER TO
MANUFACTURER.
SPECIFICATIONS FOR NUMBER PER DOOR AND MOUNTING STYLE APPLICATION REQUIRED. LOCKS WHERE
REQUIRED, TO BE BEST LOCKS 5L SERIES LATCHBOLT 3/4" UTILITY CYLINDERS, SATIN CHROME FINISH.
SUPPLY TWO KEYS PER LOCK. INTERIOR SURFACE HEAD AND FOOT BOLTS TO BE 4" IVES IV40-4BR. EXCEPT
WHERE PUSH-CATCHES ARE REQUIRED, DOOR AND DRAWER PULLS TO BE STANDARD 4" WIRE PULLS;
BRUSHED ALUMINUM FINISH. VERIFY W/ OWNER PRIOR TO INSTALLATION.
6. CUSTOM CABINET BODIES, DOORS, DRAWER FRONTS AND SIDE PANELS TO BE HIGH PRESSURE PLASTIC
LAMINATE OVER 3/4" HIGH DENSITY FIBERBOARD PER ANSI 208.2, EXCEPT AT ALL TOPS AND WET AREAS (SINK
LOCATIONS, ETC.) WHERE 3/4 PLYWOOD SHALL BE USED. PROVIDE SOLID-SURFACING TRANSACTION TOPS AS
NOTED ON CABINET ELEVATIONS. WHERE INDICATED AS PLASTIC LAMINATE, TOPS AND EDGING TO BE
CHEMICAL-RESISTANT PLASTIC LAMINATE MIN. .050" THK. PER NEMA LD-3.
VERTICAL SURFACES MAY EMPLOY .028" THK. LAMINATE. GROMMETS TO BE HAFELE - HA429.93.322 (OR EQ.)
BLACK ROUND PLASTIC GROMMETS.(LOUIS & CO. (214) 647-8811). FINAL LOCATION OF GROMMETS TO BE
APPROVED BY OWNER PRIOR TO INSTALLATION
7. ALL STORAGE SHELVING TO BE 6 TIER X 12" WIDE (OR AS NOTED), CONSTRUCTED OF WHITE MELAMINE
SURFACED HIGH DENSITY FIBERBOARD. COVER EXPOSED EDGES WITH MELAMINE UNLESS NOTED
OTHERWISE. INSTALL ON STANDARD METAL KNIFE-EDGE BRACKETS SET ON VERTICAL STANDARDS @ MIN. 24"
ON CENTER.
8. REFER TO FINISH SCHEDULE
DIVISION 7
INSULATION AND SEALANTS
1. PROVIDE INSULATION WITH FIRE PERFORMANCE PER TEST METHODS ASTM E 84, ASTM E 119 AND ASTM E
136. IN AREAS INDICATED ON PLAN
2. FOR ALL INTERIOR WALLS FULL HT. TYPE I (BLANKETS WITHOUT MEMBRANE FACING), AS USG
"THERMAFIBER" OR EQUAL HAVING BEST SOUND DEADENING PROPERTIES (MIN. R-11). IN WALLS INDICATED
ON PLANS)
3. INTERIOR PLUMBING FIXTURES; 1- PART SANITARY, MILDEW RESISTANT, AS DOW CORNING 786 OR EQ.
4. R-11 FOR MISSING WALL INSULATION. INSULATION TO COMPLY WITH ASTM C 665 FOR TYPE III, CLASS A :
BLANKETS WITH KRAFT MEMBRANE FACING. SET FACED UNITS WITH KRAFT TOWARDS OUTSIDE.
5. SEALANT FOR THRESHOLDS; SINGLE COMPONENT POLYSULPHIDE, BY PECORA, DAP, OR EQUAL.
6. INTERIOR PAINTED AREAS; ACRYLIC LATEX CAULK BY TREMCO, OR EQUAL.
7. INTERIOR CABINETRY AND VINYL WALL COVERING;1-PART SILICONE AS DOW CORNING 795 OR EQ.
8. INTERIOR PLUMBING FIXTURES;1- PART SANITARY, MILDEW RESISTANT, AS DOW CORNING 786 OR EQ.
ROOFING REPAIRS
9. ROOFING SHALL BE BY ORIGINAL ROOFING CONTRACTOR. VERIFY ON SCOPE OF WORK.
10. EXTEND ALL NEW VENT PIPES TO 12" ABOVE SHEATHING. ADD METAL FLASHING COLLARS TO ALL NEW
PIPES AFTER COMPLETION OF BUILT UP ROOFING REPAIRS.
.
DIVISION 8
INTERIOR WINDOWS / VISION PANELS
1. SUBMIT SHOP DRAWINGS IN CONJUNCTION WITH OTHER SUBMITTALS COVERING FABRICATION,
INSTALLATION AND FINISH FOR CONFORMANCE W/ DESIGN INTENT, ETC. VERIFY QUANTITIES AND SIZES
PRIOR TO ORDERING.
2. INTERIOR WINDOWS SHALL BE SINGLE GLAZED WITH 1/2" THICK, CLEAR TEMPERED PANES WITH TINTS,
FILMS, ETC. OR OTHER (VERIFY ON PLAN AND JOB SCOPE OF WORK)
SPECIAL GLAZING PRODUCTS AS SPECIFIED AND NOTED ON THE PLANS. NON-RATED GLAZING SHALL BE SET
IN HIDDEN C-CHANNEL ALUMINUM FRAMES AND STOPS.
INTERIOR DOORS
4. CONTRACTOR TO COORDINATE AND REVIEW DOOR SUBMITTALS (INCL. HARDWARE SCHEDULES) FOR
CONFORMANCE WITH DESIGN INTENT, ETC. VERIFY QUANTITIES/ SIZES PRIOR TO ORDERING.
5a. INTERIOR DOORS TO BE 'PER DOOR SCHEDULE' FLUSH SLAB SOLID CORE, WOOD DOORS, WITH PAINTED
FINISH (AS DIRECTED IN THE OWNER'S COLOR SCHEDULE). INTERIOR FRAMES SHALL BE 'PER DOOR
SCHEDULE
METAL FRAME, COLOR:
PER CLIENT REQUEST. VERIFY PRIOR TO ORDERING.
5b. INTERIOR VISION PANELS IN DOORS TO BE GLAZED W/ 1/4" THICK, CLEAR TEMPERED GLASS (OR LEADED)
PER SCHEDULE. ALL FRAMES AND STOPS TO BE PAINTED STEEL.
6. WINDOWS AND ENTRY / EXIT DOORS TO REMAIN WHERE EXISTING. ANY REPLACEMENTS SHALL BE AS
REQUIRED BY LANDLORD:
PROVIDE BUILDING STANDARD DOORS, PRE-FINISHED CLEAR, OR COLOR AS DIRECTED. ENTRY DOOR FRAMES
SHALL BE PROFILE, STYLE AND FINISH AS DIRECTED.
7. MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN FOLLOWING APPLICABLE PUBLICATIONS, EXCEPT AS
SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH CBC GUIDELINES AND CBC 1008.1.8 AND HANDICAP
ACCESSIBILITY REGULATIONS
1. "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" BY
THE DOOR AND HARDWARE INSTITUTE.
8. WHERE CLOSERS ARE INDICATED FOR DOORS REQUIRED TO BE ACCESSIBLE TO THE PHYSICALLY
HANDICAPPED, PROVIDE ADJUSTABLE UNITS COMPLYING WITH ANSI A117.1 PROVISIONS FOR DOOR OPENING
FORCE AND DELAYED ACTION CLOSING.
FINISH TO MATCH SPRAYED LAQUER US26D. ADJUST UNITS TO COMPLY WITH CBC PROVISIONS FOR DOOR
OPENING FORCE AND DELAYED ACTION CLOSING.
9. PROVIDE CBC APPROVED ALUM. / VINYL TRANSITION STRIPS AT DOORWAYS BETWEEN FLOORING OF
DIFFERENT TYPES.
10. AS REQUIRED FOR VENTILATION, UNDERCUT RESTROOM DOOR 1" FOR AIR CONDITIONING TRANSFER.
11. EQUIP LOCKS WITH INTERCHANGEABLE CORE PIN TUMBLER INSERTS. PROVIDE 6-PIN CYLINDER HDWR.
WITH 2 KEYS FOR EACH LOCK.
12. PROVIDE SUBMITTAL DOCUMENTS FOR ALL HARDWARE REFERENCED TO EACH DOOR. HINGES TO BE
4-1/2" X 4-1/2" HINGE.; LOCKS SHALL BE "L" LEVER ACCESSIBLE TYPE. MATCH EXISTING WHERE NECESSARY.
13. INTERIOR GLASS DOOR (AND DOOR SIDELIGHT) TO BE 'HERCULITE' OR EQUIVALENT, 1/2" THICK SINGLE
GLAZED, CLEAR TEMPERED WITH 3-M "SANDBLAST" TEXTURE FILM APPLIQUE. (VERIFY WITH CLIENT)
PROVIDE POLISHED CHROME PATCH PIVOT/ CLOSER HARDWARE, AND PAIR 42" X 1-1/2" DIA. VERTICAL PULLS
W/ CHROME FINISH. (VERIFY PRIOR TO ORDERING)
PLUMBING NOTES:
1. READ MECHANICAL PLUMBING AND ELECTRICAL SPECIFICATION DRAWINGS.
2. ALL PLUMBING SHALL BE IN ACCORDANCE WITH CPC AND ALL LOCAL CODES AND ORDINANCES.
3. CONTRACTOR TO COORDINATE EQUIPMENT CONNECTIONS WITH ALL OTHER TRADES AND SUPPLIERS.
INSTALL AND MAKE FINAL CONNECTIONS, FURNISHING CUT-OFF VALVES, P-TRAPS, P.R.V.'S AND PIPING AS
REQUIRED.
3A. INSTALL SHOCK ABSORBERS IN COLD WATER LINES, AS REQUIRED
4. CONNECT TO EXISTING VENT AND WASTE STACKS WHERE POSSIBLE. CAREFULLY COORDINATE WORK IN
FLOOR WITH LOCATION OF EXISTING UTILITIES. DO NOT DISTURB ADJACENT BUILDINGS DURING WORKING
HOURS.
5. HOT WATER SUPPLY TO BE CONNECTION TO NEW ELECTRIC WATER HEATER, OR AS NOTED ON PLUMBING
PLANS.
6. ALL PIPEWORK SHALL BE CONCEALED IN STUD WALLS ETC. STUB-OUTS SHALL BE MIN. 6" AFF.
7. HOT AND COLD WATER PIPING SHALL BE 1/2" DIA. COPPER TYPE "L" PER ASTM B88, INSULATED WITH 1"
FIBERGLASS, WITH VAPOR SEAL ON COLD WATER PIPING. (CPVC AS ALLOWED BY CODE) SLEEVE ALL NEW
UNDERGROUND PIPING.
8. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER or PVC AS ALLOWED BY CODE.
9. DRAIN LINES TO BE NO SMALLER THAN STUB-OUT OF FIXTURE ITSELF, OR MIN. 1 1/2" DIA.
10. SCREWED PIPE SHALL BE MADE UP WITH PIPE COMPOUND APPLIED TO MALE THREAD, WITH NOT MORE
THAN 2 THREADS LEFT EXPOSED. PIPES SHALL BE REAMED AFTER THREADING.
11. COPPER JOINTS SHALL BE MADE UP WITH 95-5 SOLDER.
12. CLEAN-OUTS SHALL BE AS MANUF. JOSAM ZURN MANUF. CO., OR EQUAL, AND SHALL BE INSTALLED AT ALL
BENDS ANGLES AND ENDS OF WASTE AND SEWER LINES. ALL CLEAN-OUTS SHALL BE BROUGHT TO FINISHED
FLOOR LEVEL AND SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING.
13. ALL VALVES SHALL BE BRASS, MANUF. BY CRANE, NIBCO, STOCKHAM, LUNKENHEMER, NORDSTRON,
GRINNELL OR EQUAL.
14. PROVIDE GATE VALVES ON ALL WATER LINES.
DIVISION 16
SEE ELECTRICAL SPECIFICATIONS. ON SEPARATE DRAWINGS
1. COORDINATE WITH LANDLORD'S FIRE ALARM SUB-CONTRACTOR. THE FIRE ALARM SYSTEM
SHALL CONFORM TO ARTICLE 760 CALIFORNIA ELECTRICAL CODE. (AS APPLICABLE FOR PROJECT)
2. ALL DEVICES OF THE FIRE ALARM SYSTEM SHALL BE APPROVED AND LISTED BY THE CALIFORNIA STATE
FIRE MARSHALL. A CERTIFICATE OF COMPLIANCE SHALL BE PREPARED BY THE INSTALLER
3. PROVIDE HARD-WIRED SMOKE DETECTORS IN QUANTITIES AND LOCATIONS AS REQUIRED BY THE FIRE
MARSHALL/INSPECTOR..
4. ALL FIRE ALARM WORK AND MONITORING SHALL BE BY OTHERS
DIVISION 9
METAL STUD FRAMING AND GYPSUM BOARD
1. PROVIDE FRAMING COMPONENTS OF SIZES INDICATED TO COMPLY WITH ASTM C 754 . ALL METAL
COMPONENTS TO HAVE G40 HOT-DIP GALVANIZED COATING PER ASTM A 525. PROVIDE SIZES AND GRADES
INDICATED. ALL METAL FASTENERS TO BE CORROSION RESISTANT.
2. ALL METAL WALL STUDS, INCLUDING SMOKE SEALED WALLS SHALL BE 24" ON CENTER, EXTENDING TO
UNDERSIDE OF EXISTING GYP. BD. PLENUM CEILING. WHERE PAINTED GYP. BD. FINISH IS INDICATED, INSTALL
5/8" GYPSUM WALLBOARD SCREWED TO 1/2" RESILIANT CHANNEL FURRING AT 24" O.C., WITH MAXIMUM
SCREW SPACING OF 7". PARTITIONS INDICATED FULL HT. ARE APPROX. 8'-0" HT.
PROVIDE FIRE-RATED SEALANT CONT. AT TOP OF RATED WALLS. ISOLATE STEEL FRAMING FROM BUILDING
STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. WALLS INDICATED
SMOKE / SOUND SEALED SHALL BE SET ON DOUBLE CONTINUOUS BED SEALANT.
3. STUD WALLS SHALL HAVE CONT. 20 GA. SHEET METAL OR 1
2" PLY BACKING AND HORIZONTAL BLOCKING
WHEREWALL-HUNG CABINETS / EQUIPMENT INDICATED.
PROVIDE 20 GA. STUDS AT ALL DOOR JAMBS.
4. ALL VERTICAL DRYWALL CORNERS / EDGES SHALL BE CONSTRUCTED WITH SQUARE METAL DRYWALL TRIM
BEADS, TO BE COORDINATED WITH PLANT-ON CORNER PROTECTION AS REQUIRED.
5. INTERIOR PARTITIONS: 1 LAYER 5/8" GYPSUM BOARD EACH SIDE 3 5/8" X 25 GAGE METAL STUDS AT 24" ON
CENTER, EXCEPT THAT WATER-RESISTANT GYP. BD. IS REQUIRED AT PLUMBING WALLS. REPAIRS TO
DEMISING WALLS SHALL INCLUDE R-11 INSULATION.
6. ALL DRYWALL SHALL BE FINISHED WITH AN ORANGE PEEL TEXTURE.
SUSPENDED CEILING (NON-RATED OPEN PLENUM)/ T-BAR CEILINGS
7. APPLY ACOUSTICAL SEALANT IN A CONTINUOUS RIBBON CONCEALED ON BACK OF VERTICAL LEGS OF
EDGE MEMBERS, (AS APPLICABLE)
8. PROVIDE CLIPS ETC. FOR ATTACHING HANGERS WITH CAPABILITY TO SUSTAIN A LOAD 10 TIMES THAT OF
CEILING CONSTRUCTION, PER ASTM E 1190. WIRE FOR HANGERS AND TIES: ASTM A 641, CLASS 1 ZINC
COATING, SOFT TEMPER. DO NOT ATTACH HANGERS TO CONC. FLOOR DECK OR STEEL DECK TABS. ATTACH
HANGERS TO STRUCTURAL MEMBERS. SPACE HANGERS MAX. 48" O.C. AND NOT MORE THAN 8" FROM ENDS
OF EACH MEMBER.
9. SUSPENSION SYSTEM FOR INTERIOR CEILINGS: USG ___________________ CEILING SYSTEM SET AT
HEIGHTS SHOWN ON CEILING PLAN, PER ASTM C 645 (MANUFACTURER'S STANDARD DIRECT-HUNG
SUSPENSION SYSTEM FOR SUSPENDED GYPSUM BOARD CEILINGS). MAIN BEAMS AND CROSS FURRING
MEMBERS INCLUDING SEISMIC SPLAY-BRACING AND VERTICAL STRUTS THAT ARE CROSS CONNECTED TO
FORM A MODULAR SUPPORTING NETWORK.
10. CEILING TILES: WHITE 1/2" X 24" X 24" NON-FIRE-RESISTANCE-RATED, WATER-FELTED, MINERAL-BASE TILE:
TYPE III, FORM 2 ACOUSTICAL TILES PER ASTM E 1264 IN ALL T-BAR LOCATIONS, AS '______________________
RABBETED EDGE, OR EQUIVALENT. MATCH EXISTING WHERE POSSIBLE.
11. SUSPENSION SYSTEM FOR INTERIOR CEILINGS: USG SUSPENDED T-BAR CEILING SYSTEM SET AT
HEIGHTS SHOWN ON CEILING PLAN, PER ASTM C 645 (MANUFACTURER'S STANDARD DIRECT-HUNG
SUSPENSION SYSTEM FOR SUSPENDED GYPSUM BOARD CEILINGS). MAIN BEAMS AND CROSS FURRING
MEMBERS INCLUDING SEISMIC SPLAY-BRACING AND VERTICAL STRUTS THAT ARE CROSS CONNECTED TO
FORM A MODULAR SUPPORTING NETWORK.
12. CONTRACTOR TO ENSURE ALL FINISH MATERIALS WILL BE FLUSH AND WASHABLE. INTERIOR FINISH TO
CONFORM TO REQUIREMENTS OF CBC 803.5 FLAME SPREAD INDEX 200 MAX. SMOKE DENSITY RATING 450
MAX. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. ALLOW FOR
3-COLOR INTERIOR PAINT SCHEME
13. ALL FINISHED SURFACES SCHEDULED FOR PAINTING TO BE CLEAN AND FREE OF SURFACE DEFECTS AND
READY FOR PAINTING. ALL DRYWALL TO BE TAPED, FLOATED, SANDED AND FINISHED WITH A _____________
TEXTURE. INTERIOR PAINTING MAY BE APPLIED BY BRUSH, ROLLER, OR SPRAY RIG METHOD ACCORDING TO
MANUFACTURER'S SPECIFICATIONS. PAINT SPECS ARE BASED ON BENJAMIN MOORE OR DUNN EDWARDS
PAINTS, BUT EQUALS ARE ACCEPTABLE (ALL PAINT COLORS TO BE AS SELECTED BY OWNER) AS FOLLOWS:
INTERIOR PAINTS & CLEAR WOOD FINISH:
DRYWALL
PRIMER- PVA (USG DRYWALL PRIMER)
FINISH- 2 COATS BENJAMIN MOORE OR DUNN EDWARDS - LATEX ACRYLIC EGGSHELL ENAMEL
PAINTED WOODWORK
PRIMER - BENJAMIN MOORE OR DUNN EDWARDS -
FINISH- 2 COATS BENJAMIN MOORE OR DUNN EDWARDS -
CLEAR WOOD FINISH
STAIN - 1 COAT, BENJAMIN MOORE OR DUNN EDWARDS-
FINISH - 2 COATS BENJAMIN MOORE OR DUNN EDWARDS -
SAND LIGHTLY BETWEEN COATS
VINYL WALL COVERING
16. WHERE INDICATED, PROVIDE VINYL WALLCOVERING AT SELECTED FOR ACCENT WALLS, ETC. COMPLY
WITH FS CCC-W-408, CLASS A, MEDIUM DUTY MIN. 19 OZ: TYPE II 54" WIDTH.
VERIFY SELECTION WITH OWNER. USE MILDEW RESISTANT, NON-STAINING, STRIPPABLE ADHESIVE
COMPATIBLE WITH COVERING SELECTED.
FLOORING
17. COORDINATE DELIVERY AND INSTALLATION OF GLUE-DOWN COMMERCIAL CARPET AS SPECIFIED IN THE
MATERIALS AND COLOR SCHEDULE. ALLOW SUFFICIENT TIME FOR VERIFICATION THAT ACTUAL SELECTION IS
AVAILABLE. CONTRACTOR SHALL INSTALL SCHEDULE BASE MATERIAL AFTER CARPET INSTALLATION.
18. SHEET VINYL FLOORING SHALL BE COMMERCIAL GRADE PRODUCT, AS SPECIFIED BY OWNER SELECTION:
ALLOW OWNER TO CONFIRM SELECTION PRIOR TO ORDERING.
19. PROVIDE MIN. 3 COATS MANUFACTURER-RECOMMENDED FINISH WAX TO ALL NEW SHEET VINYL FLOORS.
CLEAN AND BUFF FINISHED INSTALLATIONS. (AS APPLICABLE TO FLOORING TYPE)
20. TILE SHALL BE PORCELAIN CERAMIC TILE, AND BORDER TILE OF TYPES LISTED ON FINISH SCHEDULE,
THINSET OVER LEVELLING COMPOUND. ALLOW FOR SETTING OF INDIVIDUAL TILE ACCENTS & LINERS PER
SCOPE OF WORK
21. SUB-CONTRACTORS SHOULD FULLY INFORM THEMSELVES WITH THE WORK INVOLVED AND FIELD
CONDITIONS. ALL SUBSTRATE PREPARATION AND ANY REQUIRED CEMENTITIOUS FEATHERING / FLOATING
SHALL BE INCLUDED.
TEST CONCRETE SLAB SUB-STRATES FOR MOISTURE OFF-GASSING PRIOR TO INSTALLATION OF FLOORING
AND PROVIDE MANUF. RECOMMENDED SEALANTS WHERE EXCEEDING INDUSTRY AND MANUF. MAX.
RECOMMENDED MOISTURE LEVELS.
22. WHERE INDICATED PROVIDE TILE COVED BASE. ENSURE TIGHT FIT AT JUNCTION OF FLOOR AND WALLS.
PROVIDE 4" RUBBER BASE FOR OTHER TOP-SET INSTALLATIONS AT ALL AREAS SCHEDULED FOR CARPET
(WAITING ROOM, HALLWAYS ETC.).
23. PROVIDE MIN. 2 COATS MANUFACTURER-RECOMMENDED SEALANT TO ALL GROUT JOINTS AND
NATURAL STONE FLOORING. CLEAN AND MOP FINISHED INSTALLATIONS.
DIVISION 10
SPECIALTY PRODUCTS
25. SCHEDULE OF BATHROOM SPECIALTIES:
A. GRAB BARS 36" X 1 1/2" DIA.S/STEEL; BOBRICK # B6206X36, OR EQUAL
B. GRAB BARS 42" X 1 1/2" DIA.S/STEEL; BOBRICK # B6206X42, OR EQUAL
C. TOILET PAPER HOLDER
D. LIQUID SOAP DISPENSER
E. MIRROR 30" X 36"
F. TOWEL DISPENSER
G. LAVATORY TRAPS/ PIPE INSULATION TRUEBRO INC. PRE-MOULDED PIPE WRAP (WHITE) HANDI LAV-GUARD"
OR EQUAL
STORM WATER QUALITY NOTES- CONSTRUCTION BMPs
This project shall comply with all current requirements of the State Permit; California Regional Water Quality Control Board
(SDRWQCB}, San Diego Municipal Storm Water Permit, The City of San Diego Land Development Code, and the Storm
Water Standards Manual.
PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED BY THE
CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW:
1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO "STORM WATER STANDARDS MANUAL" MUST BE
INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS
CONSISTENT WITH THE APPROVED STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR
CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORM WATER QUALITY MANAGEMENT PLAN (SWQMP)
FOR POST-CONSTRUCTION BMPS.
2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION . INLET
PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED PRIOR TO A RAIN EVENT TO
ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER.
3. ALL CONSTRUCTION BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION
OF CONSTRUCTION .
4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE
CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL
MEASURES.
5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE
AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE
APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, CIVIL
PENALTIES, AND/OR STOP WORK NOTICES.
6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT,
DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO
CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.
7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE SYSTEMS FROM
SEDIMENTATION,
CONCRETE RINSE, OR OTHER CONSTRUCTION-RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE
BMPS THAT ARE ACCEPTABLE TO THE CITY RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP
8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL
DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE
NEXT RAIN EVENT, WHICHEVER IS SOONER.
9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE
ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL NOTIFY THE CITY RESIDENT ENGINEER OF
THE DISCHARGE PRIOR TO RESUMING CONSTRUCTION ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT,
AND DEBRIS FROM EACH ~ON-STORM \NATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN
CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR. '
10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES. ALL
NECES·SARY MATERIALS
SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID DEPLOYMENT OF
CONSTRUCTION BMPS WHEN RAIN IS IMMINENT.
11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO
'vVORKING ORDER YEAR-ROUND .
12. THE CONTRACTOR SH.A.LL INSTALL ADDITIONAL EROSION AND SEDIMENT SEDIMENT CONTROL MEASURES
DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER AND SEDIMENT LADEN
DISCHARGES.
13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION .
14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL
BE INSTALLED AND
MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY
DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER.
15. AS NECESSARY, THE CITY RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE PROJECT TEAM
(GENERAL CONTRACTOR. QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY,
ENGINEER OF WORK, OWNER/DEVELOPER, AND THE CITY RESIDENT ENGINEER) TO EVALUATE THE
ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO
ANTICIPATED CONSTRUCTION ACTIVITIES .
16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUAL INSPECTIONS AND MAINTAIN
ALL BMPS DAILY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL
BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY
PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE
AS SAFETY ALLOWS.
17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-1 OR CAL TRANS FACT SHEETIC-01 TO
PREVENT TRACKING OF SEDIMENT AND
OTHER POTENTIAL POLLUTANTS ONTO PAVED SURFACES AND TRAVELED WAYS. WIDTH SHALL BE 10' OR THE
MINIMUM NECESSARY TO ACCOMMODATE VEHICLES AND EQUIPMENT WITHOUT BY-PASSING THE ENTRANCE.
(a) NON-STORM WATER DISCHARGES SHALL BE EFFECTIVELY MANAGED PER THE SAN DIEGO MUNICIPAL
CODE cHAPTER4, ARTICLE 3, DIVISION 3"STORM WATER MANAGEMENT AND DISCHARGE CONTROL"
600 S Harbor Blvd
3/17/2025
48'-11"
35
'
-
2
"
23
'
-
7
"
44'-2"
9'
-
2
"
9'
-
2
"
9'
-
2
"
9'
-
2
"
9'
-
2
"
10
'
-
1
0
"
11'
TYP.
15'-9"
12
'
3'
58
'
-
9
"
2'
-
6
1
/
4
"
3'
3'-10"
3'
4'
5'X5'
12'-6"7'7'-8"
58
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-
9
"
4'28'-4"4'-4"
2'-6"
9'
-
1
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6'
-
3
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6'
-
1
0
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4'
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8
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8'
4'
4'-4"
1'-6"17-18
5'
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
5' DIA
12"
M
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-
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K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
5' DIA
3'
13
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1
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3'-8"
10'-5 1/2"6'-1 1/2"
4'
-
4
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3'-8"
7'-10"4'-6"
7'
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17-18 1'-6"
5'
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M
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45
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INSIDE PER PAGE QR/1
TRE.
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100SF
TRE.
ROOM 2
100 SF
TRE.
ROOM 3
100SF
TRE.
ROOM 4
100SF
TRE.
ROOM 5
100 SF
TRE.
ROOM 6
170SF
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c ALL RIGHTS RESERVED
DR
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1/4"= 1'
CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
DOOR SCHEDULE
DOOR
NUMBER WIDTH HEIGHT THICK-
NESS MATERIAL CORE FIRE
RATING FINISH MATERIAL BRAND PIVOT
HINGE KEYED SELF
CLOSER
"L" LEVER
HANDLE
DOOR FRAME HARDWARE
SWEEP
COMMENTS
NEW WALL
PROVIDE AND INSTALL FRP TO 48" AFF, WITH 6"
COVED BASEBOARD
NEW LOW WALL
WALL TO BE DEMOED
EXISTING WALL TO REMAIN
NEW INSULATED PARTITION R-13 FOR SOUND
Countertop rough dimensions need to be confirmed by framer prior
to being built or they are building at their own risk.
LAYOUT
803.1.1 Interior wall and ceiling finish materials.
Interior wall and ceiling finish materials shall be classified in accordance with ASTM E 84 or
UL 723. Such interior finish materials shall be grouped in the following classes in accordance
with their flame sp read and smoke-developed indexes.
Class A: = Flame spread index 0-25; smoke-developed index 0-450.
Class B: = Flame spread index 26-75; smoke-developed index 0-450.
Class C: = Flame spread index 76-200; smoke-developed index 0-450.
8
D1.0
2
D1.0
2
D1.0
GENERAL ACCESSIBILITY
1. ACCESSIBLE SIGNAGE SHALL BE PROVIDED AT ALL NEW TOILET FACILITIES AND EXITS. SEE SIGNAGE SCHEDULE. SIGNS TO
HAVE RAISED LETTERS PLUS BRAILLE, AND ARE TO BE INSTALLED 48" MIN. TO 60" MAX. AFF, ADJACENT TO LATCH SIDE OF DOOR.
DOORS
1. ALL NEW DOORS SHALL COMPLY WITH CBC 2019
2. DOOR HARDWARE SHALL BE LEVER OR PUSH TYPE, MOUNTED 34" TO 48" ABOVE THE FLOOR. ALL DOORS TO ACCESSIBLE
SPACES SHALL BE 3'-0" WIDE MIN.
3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR
DOORS. SUCH PUSH OR PULL EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS. AT REQUIRED FIRE DOORS, MAX.
OPERATING EFFORT MAY BE INCREASED TO 15 LBS.
4. PER CBC 11B REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A LEVEL FLOOR OR LANDING ON EACH SIDE OF THE
DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OR THE DOORWAY.
5. THE LOWER 10" OF ALL DOORS SHALL BE SMOOTH AND UNINTERRUPTED TO ALLOW THE DOOR TO BE OPENED BY A
WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. NARROW FRAME DOORS MAY USE A 10" HIGH
SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR.
A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING:
THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.
THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND
6. NEW INTERIOR DOORS AT ALL AREAS TO BE 1- 3
4" SOLID CORE WOOD DOOR WITH FINISHES PER SCHEDULE, PROVIDE FRAMES
TIMELY STEEL FRAMES PER DOOR SCHEDULE (CONFIRM WITH SITE SUPERINTENDENT PRIOR TO ORDERING).
7. ALL GLASS & SOLID SLIDING DOOR HARDWARE TO BE HAFELE OR EQUAL (AS APPLICABLE TO PROJECT)
8. MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN NWWDA STANDARD 1.S.1XXX HARDWARE LOCATIONS FOR FLUSH, ETC.
WOOD DOORS", EXCEPT AS REQUIRED FOR ACCESSIBILITY UNDER TITLE 24.
9. PROVIDE ALL CYLINDER TYPE LEVER HARDWARE WITH BRUSHED FINISH FOR ALL HARDWARE. HINGES TO BE 4-1/2" X 4-1/2"
HINGE. LOCKS SHALL BE AS REQUIRED FOR ACCESSIBILITY UNDER TITLE 24.
10. INSTALL PERKO #254A OR EQUAL ADA/ TITLE-24 APPROVED ALUMINUM TRANSITION STRIPS @ DOORWAYS BETWEEN
FLOORING OF DIFFERENT TYPES, AND AS REQUIRED.
11. PROVIDE DOOR SEALS AS NOTED ON DOOR SCHEDULE *
12. EXIT ACCESS DOORS TO HAVE LEVER HARDWARE, WHICH RETRACTS BOTH LOCKS IN A SINGLE OPERATION.
13. DOOR SIGNS TO BE 3/8" POLYCARBONATE W/ MECHANICAL ATTACHMENT. PROVIDE CONTRASTING COLORS AND VERIFY SIGN
COLORS WITH OWNER
SANITARY FACILITIES
1. 1 NEW UNISEX RESTROOM WILL BE PROVIDED IN THE SUITE:
2. WATER-CLOSET / FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING. PINCHING
OR TWISTING OF THE WRIST.
3. LAVATORIES SHALL COMPLY WITH THE FOLLOWING:
a) A MINIMUM OF 30" x 48" CLEAR SPACE IS PROVIDED IN FRONT OF THE LAVATORY .
b) THE CLEAR SPACE BENEATH LAVATORIES IS A MINIMUM OF 29" HIGH x 30" WIDE x 8" DEEP AT THE TOP AND 9" HIGH x 30" WIDE x
17" DEEP AT THE BOTTOM. THE MAXIMUM HEIGHT OF THE BASIN / COUNTER TOP IS 34" HEIGHT MAX.
c) ALL HOT WATER AND DRAIN PIPES UNDER THE LAVATORY ARE INSULATED.
d) FAUCET CONTROLS HAVE AN OPERATING FORCE OF NOT GREATER THAN 5 POUNDS.
4. FLOORS ARE TO BE SLIP-RESISTANT.
5. GRAB BARS SHALL BE PROVIDED. FASTENERS AND MOUNTING SUPPORT MUST BE ABLE TO WITHSTAND 250 POUNDS POINT
LOAD BEARING SHEAR AND TORSION.
6. DOORS TO THE TOILET ROOMS SHALL BE IDENTIFIED BY A 12" X 1/4" THICK SIGN WITH ETCHED UNISEX SYMBOL: 12" DIAMETER
CIRCULAR WITH EQUILATERAL TRIANGLE VERTEX POINTING UP.
INTERIOR WALL AND FINISH NOTES
1. ALL METAL STUDS SHALL BE 25 GA. AT 24" ON CENTER FULL HEIGHT TO 4" ABOVE EXISTING GYP. BD. CEILING SOFFIT, AND
BRACED ABOVE WITH DIAGONAL STEEL STUDS AT 48" ON CENTER, STAGGERED EACH SIDE.
2. PROVIDE FRAMING COMPONENTS COMPLYING WITH ASTM C754/ASTM C840. ALL METAL COMPONENTS TO HAVE G-40 HOT DIP
GALVANIZED COATING PER ASTM A 525. ALL METAL FASTENERS TO BE CORROSION RESISTANT.
3. PROVIDE 5 8" TYPE 'X' GYPSUM BOARD TO EACH SIDE OF ALL NEW STUD WALLS PER ASTM C 36. PROVIDE WATER RESISTANT
GYPSUM BOARD AT ALL PLUMBING WALLS. ENSURE ALL JOINTS ARE FIRETAPED AND SMOOTH. FINISH WITH AN ORANGE-PEEL
TEXTURE. (VERIFY WITH SITE SUPERINTENDENT)
4. PROVIDE SQUARE CORNER BEAD AT ALL VERTICAL GYP. BD. CORNERS AND SQUARE CORNER BEAD AT ALL HORIZONTAL
EDGES.
5. PAINTING AND DRYWALL SUB-CONTRACTORS TO ENSURE ALL FINISHES ARE SMOOTH AND WASHABLE. INTERIOR FINISHES
(INCLUDING CARPET AND VINYL COMPOSITION TILE) TO CONFORM TO CHAPTER 8 OF THE CBC CLASS II; FLAME SPREAD INDEX
200 MAX; SMOKE DENSITY RATING 450 MAX. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT
CONDITION.
6. COORDINATE INSTALLATION OF GLUE-DOWN COMMERCIAL CARPET IN ROOMS INDICATED. ENSURE COMPLIANCE WITH CRI 104,
SECTION 9 "GLUE DOWN". SEE FINISH SCHEDULE.
7. FLOORING CONTRACTOR SHALL PREPARE ALL SUBSTRATES, INCLUDING CEMENTITIOUS FEATHERING/FLOATING, AS REQUIRED,
INCLUDING ALL TRENCH PATCH AREAS, ROUGH & UNEVEN, ETC. SLABS. (SEE SCOPE OF WORK)
8. NEW FLOORING SHALL BE INSTALLED IN ROOMS NOTED. ALL JOINTS TO BE SEAMED PER MANUFACTURER'S
INSTRUCTIONS. COLOR TO BE CONFIRMED BY OWNER PRIOR TO INSTALLATION. SEE FINISH SCHEDULE (AS APPLICABLE).
PROVIDE APPROVED SEALER TO CONCRETE FLOOR SLAB AREAS WHERE NEW, PATCHED OR EXHIBITING EVIDENCE OF MOISTURE
OFF-GASING. (PER SCOPE OF WORK)
9. REFER TO INTERIOR MATERIALS AND FINISHES LIST : CONFIRM ALL TILE, PLASTIC LAMINATE, WALL AND FLOORING SELECTIONS
WITH OWNER PRIOR TO ORDERING.
11B-203.5 Machinery spaces.
Spaces frequented only by service personnel for maintenance, repair or occasional monitoring of equipment shall
not be required to comply with these requirements or to be on an accessible route. Machinery spaces include, but
are not limited to, elevator pits or elevator penthouses; mechanical, electrical or communications equipment
rooms; piping or equipment catwalks; water or sewage treatment pump rooms and stations; electric substations
and transformer vaults; and highway and tunnel utility facilities.
DEFINITION: EMPLOYEE WORK AREA.
All or any portion of a space used only by employees and only for work. Corridors, toilet rooms, kitchenettes and
break rooms are not employee work areas.
11B-203.9 Employee workstations.
Employee workstations shall be on an accessible route complying with Division 4. Spaces and elements within
employee workstations shall only be required to comply with Sections 11B-207.1, 11B-215.3, 11B-302, 11B-303,
and 11B-404.2.3. Common use circulation paths within employee workstations shall comply with Section
11B-206.2.8
All countertops shall be 28-34" a.f.f. except "Employee Work Areas" as described above.
11B-403.5.1 CLEAR WIDTH
Except as provided in Sections 11B-403.5.2 and 11B-403.5.3, the clear width of walking surfaces shall be 36
inches (914 mm) minimum.
Exceptions:
1. The clear width shall be permitted to be reduced to 32 inches (813 mm) minimum for a length of 24 inches (610
mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1219 mm)
long minimum and 36 inches (914 mm) wide minimum.
2. The clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches
(1118 mm) minimum.
3. The clear width for sidewalks and walks shall be 48 inches (1219 mm) minimum. When, because of right-of-way
restrictions, natural barriers or other existing conditions, the enforcing agency determines that compliance with the
48-inch (1219 mm) clear sidewalk width would create an unreasonable hardship, the clear width may be reduced
to 36 inches (914 mm).
4. The clear width for aisles shall be 36 inches (914 mm) minimum if serving elements on only one side, and 44
inches (1118 mm) minimum if serving elements on both sides.
5. The clear width for accessible routes to accessible toilet compartments shall be 44 inches (1118 mm) except
for door-opening widths and door swings.
1
2
3
4
RESTROOM SIGNAGE REQUIREMENTS7
D3
TYPICAL RESTROOM8
D3
TOILET ROOM ACCESSORIES - MOUNTING HEIGHT
ACCESSIBLE URINAL
GRAB BAR
9
D3
10
D3
11
D3
ACCESSIBILITY REQUIREMENTS (INCLUSIVE)12
D3SIGNS AND PICTOGRAMS
CHECK-OUT COUNTER
MANEUVERING CLEARANCES
NEW DOORS APPLICABLE CODE REQ.
ACCESSIBILITY REQUIREMENTS
2
D2
1
D2
4
D2
5
D2
6
D2
DOOR CLEARANCES7
D2
REACHING REQUIREMENTS8
D2
ACCESSIBLE RAMPS3
D2
FLOOR AND GROUND SURFACE4B
D2
CHANGES IN LEVEL4A
D2POCKET DOOR
SOFFIT CONNECTION DETAIL
CONCRETE SLAB REPAIR
WALL SECTION
COUNTERTOP AND SOFFIT SECTION
2
D1
1
D1
ACCESSIBLE COUNTERTOP EXTRUSION
CEILING TO WALL CONNECTION3
D1
4
D1
5
D1
6
D1
7
D1
LOW WALL SUPPORT POST
ACCESSIBLE COUNTERTOP EXTRUSION
8
D1
9
D1
1 3'-0"6'-8"1-3/4"GLASS GLASS NO ANOD.AL.N/A YES YES YES NO NO EXISTING-"THIS DOOR TO
REMAIN UNLOCKED"
2 3'-0"6'-8"1-3/4"STEEL SOLID 20 MIN.PAINT STEEL N/A NO YES YES YES YES EXISTING STEEL UTILITY
3 3'-0"6'-8"1-3/4"GLASS GLASS NO PAINT STEEL TIMELY NO NO NO YES NO SINGLE LT. FRENCH WITH
TEMPERED GLASS
4 3'-0"6'-8"1-3/4"HDBD SOLID NO PAINT STEEL TIMELY NO NO NO YES NO
5 2'-6"6'-8"1-3/4"HDBD GLASS NO PAINT STEEL TIMELY NO NO NO NO NO POCKET DOOR PER DETAIL
5/D1
6 3'-0"6'-8"1-3/4"HDBD SOLID NO PAINT STEEL TIMELY NO NO NO YES NO PROVIDE GASKET FOR SOUND
5A 3'-0"6'-8"1-3/4"HDBD GLASS NO PAINT STEEL TIMELY NO NO NO NO NO SLIDING BARNDOOR
DOOR
5
DOOR
5
DOOR
5A
DOOR
5A
DOOR
5
DOOR
5A
DOOR
5
DOOR
5A
DOOR
4
DOOR
4
DOOR
4
DOOR
4
DOOR
4
DOOR
4
DOOR
4
DOOR
4A
4A 2'-6"6'-8"1-3/4"HDBD SOLID NO PAINT STEEL TIMELY NO NO NO YES NO
DOOR
3
DOOR
3
DOOR
1
DOOR
2
DOOR
6
DOOR
4
DOOR
5
DOOR
5A
NOTE:
·ALL FLOORING TO BE VINYL PLANK $2.50
MATERIAL ALLOWANCE
·ALL DOORS SHALL BE TIMELY FRAMES,
6'-8" HEIGHT. SOLID CORE, UNLESS
SPECIFICALLY NOTED OTHERWISE
·ALL COUNTERTOPS SHALL BE PRICED AS
LAMINATE.
1
1
INTERIOR FINISHES
1. Interior finish materials applied to walls and ceilings shall meet the fire performance and smoke
development limitations prescribed in CBC Section 803." (CBC 801.2)
2. Interior finish materials applied to floors shall meet the fire performance limitations prescribed in CBC
Section 804." (CBC801.3)
MEANS OF EGRESS
1. Ceiling height above finished floor (min. 7 feet 6 inches) (CBC 1003.2)
2. The means of egress serving a room or space shall be illuminated at all times that the room or space is
occupied." (CBC 1008.2)
3. Except as specifically permitted by CBC 1008.1.9, egress doors shall be readily openable from the
egress side without the use of a key or special knowledge." (CBC 1010.1.9)
4. Exit signs shall be internally or externally illuminated at all times. (CBC1013.3)
INTERIOR ENVIRONMENT
1. Toilet, bathing, and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface
that extends upwards onto the walls not less than 4 inches." (CBC1210.2.1)
2. Walls and partitions within 2 feet of service sinks, urinals, and water closets shall have a smooth, hard,
non-absorbent surface to a height of not less than 4 feet above the floor, and the materials in such walls
shall not be adversely affected by moisture." (CBC 1210.2.2)
A1.1
2
3
4
1
A1.1
2
3
4
1
EXISTING 1 HOUR DEMISING WALL
FRAMING NOTES:
HOLLOW METAL FRAMES FOR BANG DOORS (DOUBLE SWING DOOR) TO THE WIDTH OF THE DOOR
ADD 2" AND FOR THE HEIGHT OF THE DOOR CALLED ADD 4" (THIS IS FOR THE ROUGH OPENING)
FOR TIMELY OR WESTERN INTEGRATED WIDTH OF THE DOOR OPENING CALLED OUT PLUS 1 1/2"
AND FOR HEIGHT IS HEIGHT OF DOOR CALLED OUT PLUS 3/4" (ALL FOR ROUGH OPENINGS)
POCKETS DOOR. DOUBLE THE DOOR WIDTH THAT IS CALLED OUT AND ADD 4 1/4" AND ADD 2 1/4"
TO THE HEIGHT OF THE DOOR THAT IS CALLED OUT. (THIS IS FOR ROUGH OPENING)
5'-018"
3'-012"12"12"
5'
-
0
"
36
"
A NTS
WHEELCHAIR TURNAROUND SPACE REQUIRED
5' DIA
A
-
A
-TYP
TYP
8
D3
8
D3
600 S Harbor Blvd
3/17/2025
34
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3'
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33
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MAX
27
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M
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WRAP PIPES
MIRROR OPTIONAL
METERING FAUCET
4 1/2"=1'
RESTROOM ELEVATION31/2"=1'
RESTROOM ELEVATION21/2"=1'
RESTROOM ELEVATION11/2"=1'
RESTROOM ELEVATION
40
"
m
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12"
5'-0"
29
"
M
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9"
27
"
11"
12" MIN
24" MIN
19" MIN TO WHERE
TISSUE DISPENSES
2' MIN
17" MIN
19" MAX
29
"
M
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
RESTROOM ELEVATIONS
600 S Harbor Blvd
3/17/2025
600 S Harbor Blvd
3/17/2025
A2.1
SHEET
DRAWN BY
CHECKED BY
SCALE
DATE
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CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK J ORDAN
COMMERCIAL
USG CEILING GRID
600 S Harbor Blvd
3/17/2025
A2.2
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E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK J ORDAN
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3/17/2025
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
N.T.S.4SOFFIT DETAIL
N.T.S.9INTERNATIONAL SYMB ACCESSIBILITY
N.T.S.3CEILING TO WALL CONNECTION
A.
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'
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3"
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#1OPTION
#2
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7'-8'
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7'-6" MIN-10'
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1-5/8" TRUSS HD. SCREWS EACH STUD.
USING OPTION 1 0R 2 AS APPLICABLE PER CONDITIONS.
SEE THIS DETAIL FOR OPTIONS
5
8" TYPE X DRYWALL
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AT 48" O.C.
BLUE PROFILE
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BACKGROUND
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ACCESSIBILITY SYMBOL
THIS DIAGRAM ILLUSTRATES THE
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(a) DISPLAY PROPORTIONS
N.T.S.6COUNTER AT SOFFIT
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42"
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2.25", 2 TYP. L.A.R.R. #2748
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3
8"X2.5" WOOD LAG SCREW
FOR WOOD ATTACHMENT
N.T.S.8POST - LOW WALL
SLIDING DOOR SHALL HAVE NO TRACK ON BOTTOM AT OPENING
DOOR SHALL HAVE A "U SHAPED HANDLE"
DOOR SHALL NOT REQUIRE MORE THAN 5# OF FORCE TO OPEN OR CLOSE
4'-0" MAX.
SAWCUT EXIST'G SLAB FOR
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N.T.S.1SLAB REPAIR
1.HAMMER IN #4 REBAR @ 2' O.C. ALTERNATING DIRECTIONS - MIN. 6" EMBEDMENT
2.#4 REBAR
3.EXISTING EARTH
4.BACKFILL OF EXISTING EARTH (AS ALLOWED) OR NEW SAND. (INSTALLER TO VERIFY WHICH IS
REQUIRED)
5.REPAIR EXISTING MOISTURE BARRIER AS APPLICABLE, LIKE FOR LIKE MATERIALS
6.EXISTING SLAB TO REMAIN (MATCH THICKNESS WITH REPAIR)
7.NO DEPUTY INSPECTION REQUIRED
1
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STUD - 362VS125-15 (EQ 25 GA) ICC ESR-2620, or LARR 26019
ALLOWABLE HEIGHTS (L-120) 10'-0"@ 24" O.C. OR 11'-5"@ 16" O.C.
STUD - 362VS125-18 (EQ 25 GA.) ICC ESR 2620, LARR 26019
ALLOWABLE HEIGHTS (L-120) 9'-8"@ 24" O.C. OR 13'-1"@ 16" O.C.
STUD FOR BRACE @ 48" O.C. - 362VS125-20 (EQ 20 GA.) ICC ESR
2620, LARR 26019 ALLOWABLE HEIGHTS (L-120) 17'-4"@ 24" O.C.
OR 19'-10"@ 16" O.C.
TRACK FOR 25 GA. 362VT125-15 ICC ESR 2620, LARR 26019
ATTACHMENT OF TRACK TO FLOOR
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OR #8 TRUSS HD. SCREW W/ MIN. 1.5" PENETRATION TO WOOD
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ATTACH WITH 3) #8 TRUSS HEAD SCREWS, WITH MIN. 1"
EMBEDMENT
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ATTACHED USING SIMPSON PS/PSQ STRAP, OR SIMILAR COIL
STAP, AS CONDITIONS DICTATE. ATTACH WITH 2 #8 SMS EA. SIDE
FRAMER SHALL ENSURE WALL STUD HEIGHTS AND CEILING
FRAMING ARE NOT IN CONFLICT WITH HVAC DUCT TRUNK LINES.
HVAC INSTALLER CONTACT INFORMATION LISTED ON M1
1
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CALIFORNIA COUNCIL FOR INTERIOR
DESIGN
CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR
DESIGN
CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-9-25 CID# 6345
ERIK JORDAN
COMMERCIAL
D2
TYPICAL ACCESSIBILITY DETAILS
RAMP
MANEUVERING CLEARANCES @ DOOR
DOORSREACHING REQUIREMENTS
SIGN / PICTOGRAMS
DOOR CLEARANCES
1
2
35
8
MENSWOMENSRESTROOMS
TYPICAL DIMENSIONS
(BRAILLE)
EXIT (BRAILLE)
EXIT
ROUTE
(BRAILLE)
EXIT
STAIR DOWN
REFER TO ADDITIONAL ACCESSIBILITY NOTES ON SHEET A0.3
6ACCESSIBILITY REQUIREMENTS
N O T E:
REACH RANGES SHALL COMPLY WITH 2013 CBC CHAPTER 11B SECTION 308
7
3'-0" MIN
610
counter
plan
11B-904 CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS
11B-904.1 GENERAL. CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS SHALL COMPLY WITH THE
APPLICABLE REQUIREMENTS OF SECTION 11 B-904.
11B-904.2 APPROACH. ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH SECTION 11B-904 SHALL
BE LOCATED ADJACENT TO A WALKING SURFACE COMPLYING WITH SECTION 11B-403.
11B-904.3 CHECK-OUT AISLES. CHECK-OUT AISLES SHALL COMPLY WITH SECTION 11B-904.3.
11B-904.3.1 AISLE. AISLES SHALL COMPLY WITH SECTION 11B-403.
11B-904.3.2 COUNTER. THE COUNTER SURFACE HEIGHT SHALL BE 38 INCHES (965 MM) MAXIMUM ABOVE THE
FINISH FLOOR OR GROUND. THE TOP OF THE COUNTER EDGE PROTECTION SHALL BE 2 INCHES
(51 MM) MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE
CHECK-OUT COUNTER.
11B-904.3.3 CHECK WRITING SURFACES. WHERE PROVIDED, CHECK WRITING SURFACES SHALL COMPLY WITH
SECTION 11B-902.3.
11B-904.3.4 IDENTIFICATION SIGN. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE
CHECK-OUT AISLES SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO A PERSON IN A
WHEELCHAIR DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH
SECTION 11B-703.7.2.1. THE SIGN SHALL BE A MINIMUM OF 4 INCHES BY 4 INCHES ( 102 MM BY 102
MM).
11B-904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY
WITH SECTION 11B-904.4.1 OR 11B-904.4.2. THE ACCESSIBLE PORTION OF THE COUNTER TOP
SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP.
EXCEPTION: IN ALTERATIONS, WHEN THE PROVISION OF A COUNTER COMPLYING WITH SECTION 11B-904.4
WOULD RESULT IN A REDUCTION OF THE NUMBER OF EXISTING COUNTERS AT WORK STATIONS
OR A REDUCTION OF THE NUMBER OF EXISTING MAIL BOXES, THE COUNTER SHALL BE
PERMITTED TO HAVE A PORTION WHICH IS 24 INCHES (610 MM) LONG MINIMUM COMPLYING WITH
SECTION PROVIDED THAT THE REQUIRED CLEAR FLOOR OR GROUND SPACE IS CENTERED ON
THE ACCESSIBLE LENGTH OF THE COUNTER.
11B-904.4.1 PARALLEL APPROACH. A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES (914 MM) LONG
MINIMUM AND 34 INCHES (864 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE PROVIDED. A CLEAR
FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305 SHALL BE POSITIONED FOR A PARALLEL
APPROACH ADJACENT TO THE 36 INCH (914 MM) MINIMUM LENGTH OF COUNTER.
EXCEPTION: WHERE THE PROVIDED COUNTER SURFACE IS LESS THAN 36 INCHES (914 MM) LONG, THE ENTIRE
COUNTER SURFACE SHALL BE 34 INCHES ( 864 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR.
11B-904.4.2 FORWARD APPROACH. A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES (914 MM) LONG
MINIMUM AND 34 INCHES ( 864 MM) HIGH MAXIMUM SHALL BE PROVIDED. KNEE AND TOE SPACE
COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED UNDER THE COUNTER. A CLEAR FLOOR
OR GROUND SPACE COMPLYING WITH SECTION 11B-305 SHALL BE POSITIONED FOR A FORWARD
APPROACH TO THE COUNTER.
11B-904.5 FOOD SERVICE LINES. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH SECTION
11B-904.5.
11B-904.5.1 SELF-SERVICE SHELVES AND DISPENSING DEVICES. SELF-SERVICE SHELVES AND DISPENSING
DEVICES FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES SHALL COMPLY
WITH SECTION 11 B-308.
11B-904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES (711 MM) MINIMUM AND 34 INCHES
(864 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
11B-904.6 SECURITY GLAZING. WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO
SEPARATE PERSONNEL FROM THE PUBLIC, A METHOD TO FACILITATE VOICE COMMUNICATION
SHALL BE PROVIDED. TELEPHONE HANDSET DEVICES, IF PROVIDED, SHALL COMPLY WITH
SECTION 11B-704.3.
℄
FIGURE 11B-904.4 (EXCEPTION)
ALTERATION OF SALES AND SERVICE COUNTERS
4DIV. 904 - CHECK-OUT AISLES & SERVICE COUNTERS -
1 4"
MA
X
6.
4
1 4"
MA
X
6.
4
1 4"
MA
X
6.
4
1 2"
MA
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12
.
7
4ADIV. 303 - CHANGES IN LEVEL -
11B-303 CHANGES IN LEVEL
11B-303.1 GENERAL. WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND SURFACES, THEY
SHALL COMPLY WITH SECTION 11B-303.
EXCEPTIONS:
1. ANIMAL CONTAINMENT AREAS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-303.
2. AREAS OF SPORT ACTIVITY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11 B-303.
11B-303.2 VERTICAL. CHANGES IN LEVEL OF 1/ 4 INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE
VERTICAL AND WITHOUT EDGE TREATMENT.
11B-303.3 BEVELED. CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM AND 1/2 INCH (12. 7 MM)
HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.
11B-303.4 RAMPS. CHANGES IN LEVEL GREATER THAN 1/2 INCH (12. 7 MM) HIGH SHALL BE RAMPED, AND
SHALL COMPLY WITH SECTION 11B-405 OR 11B-406.
1B-303.5 WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES ( 102 MM) IN A VERTICAL
DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT
SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES (152 MM)
IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE.
EXCEPTIONS:
1. A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET
OR DRIVEWAY.
2. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS PROVIDED WITH A GUIDE
RAIL CENTERED 2 INCHES (51 MM) MINIMUM AND 4 INCHES ( 102 MM) MAXIMUM ABOVE THE
SURFACE OF THE WALK OR SIDEWALK.
FIGURE 11B-303.2
VERTICAL CHANGE IN LEVEL
1
2
FIGURE 11B-303.3
BEVELED CHANGE IN LEVEL
4BFLOOR OR GROUND SURFACE -
11B-302 FLOOR OR GROUND SURFACES
11B-302.1 GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL
COMPLY WITH SECTION 11B-302.
EXCEPTIONS:
1. WITHIN ANIMAL CONTAINMENT AREAS, FLOOR AND GROUND SURFACES SHALL NOT BE REQUIRED TO BE
STABLE, FIRM, AND SLIP RESISTANT.
2. AREAS OF SPORT ACTIVITY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11 B-302.
11B-302.2 CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION,
PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP,
TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2 INCH (12.
7 MM) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL
HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH
SECTION 11B-303.
11B-302.3 OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE
THAN 1/2" (12.7 MM) DIAMETER EXCEPT AS ALLOWED IN SECTIONS 11B-407.4.3,11B-409.4.3, 11B-410.4,
11B-810.5.3 AND 11B-810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS
PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL
FIGURE 11B-302.2
CARPET PILE HEIGHT
This Drawing Produced by the U.S. Access Board
1/
2
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7
LONG DIMENSION
PERPENDICULAR TO
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TRAVEL
FIGURE 11B-302.3
ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES
1/2 MAX
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CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR
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WOMEN MEN
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WALL / DOOR MOUNTED ACCESSIBLE SIGNAGE
N O T E :
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PUBLIC TELEPHONE 6
SIDE REACH POSIBLE
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E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
CHAPTER 5
NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL
5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally
responsible site selection, building design, building siting and development to protect, restore and enhance the
environmental quality of the site and respect the integrity of adjacent properties.
DIVISION 5.1 PLANNING AND DESIGN
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement)
Y
SECTION 5.102 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not
numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of
80 degrees above nadir. This applies to all lateral angles around the luminaire.
ELECTRIC VEHICLE (EV). [BSC-CG, HCD] An automotive-type vehicle for on-road use, such as passenger
automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles and the like, primarily powered
by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array or other
source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the
California Electrical Code, off-road, self-propelled electric vehicles, such as industrial trucks, hoists, lifts, transports,
golf carts, airline ground support equipment, tractors, boats and the like, are not included.
ELECTRIC VEHICLE (EV) CAPABLE SPACE. [BSC-CG,
DSA-SS and HCD] A vehicle space with electrical panel space and load capacity to support a branch circuit and
necessary raceways, both underground and/or surface mounted, to support EV charging.
ELECTRIC VEHICLE (EV) CHARGER. [BSC-CG, HCD] Off-board charging equipment used to charge an electric
vehicle.
ELECTRIC VEHICLE CHARGING SPACE (EV SPACE). [HCD] A space intended for future installation of
EV charging equipment and charging of electric vehicles.
ELECTRIC VEHICLE CHARGING STATION (EVCS). [BSC-CG, DSA-SS, HCD] One or more electric vehicle
charging spaces served by EVSE or receptacle(s).
ELECTRIC VEHICLE (EV) READY SPACE. [HCD] A vehicle space which is provided with a branch circuit; any
necessary raceways, both underground and/or surface mounted; to accommodate EV charging, terminating in a
receptacle or a charger.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).[BSC-CG, DSA-SS and HCD] The conductors, including
the ungrounded, grounded and equipment grounding conductors and the electric vehicle connectors, attachment
plugs, personnel protection system, and all other fittings, devices, power outlets or apparatus installed specifically for
the purpose of transferring energy between the premises wiring and the electric vehicle.
SECTION 5.105 DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES
5.105.1 Scope. [BSC-CG] Effective July 1, 2024, alteration(s) to existing building(s) where the combined altered
floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to
existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater
shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined
floor area shall be 50,000 square feet or greater.
[DSA-SS] Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater
shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor
area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2,
Section 5.409.2, or Section 5.409.3.
Exception [BSC-CG, DSA-SS]: Combined addition(s) to existing building(s) of two times the area or more of
the existing building(s) is not eligible to meet compliance with Section 5.105.2.
5.105.2 Reuse of existing building. An alteration or addition to an existing building shall maintain at a minimum 45
percent combined of the existing building’s primary structural elements (foundations; columns, beams, walls, and
floors; and lateral elements) and existing building enclosure (roof framing, wall framing and exterior finishes). Window
assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that
are remediated as part of the project shall not be included in the calculation.
5.105.2.1 Verification of compliance. Documentation shall be provided in the construction documents to
demonstrate compliance with Section 5.105.2.
Note: Sample Worksheet WS-3 in Chapter 8 may be used to assist in documenting compliance with this
section.
5.105.3 Deconstruction (Reserved).
5.106.5.6 Electric vehicle (EV) charging at public schools and community colleges. [DSA-SS] Electric vehicle
infrastructure and electric vehicle charging stations shall comply with Section 5.106.5.6 and shall be provided in
accordance with regulations in the California Building Code and the California Electrical Code.
Exceptions:
1. On a case-by-case basis where compliance with this section has been demonstrated to be not feasible
based upon one of the following conditions,and with concurrence by the Division of the State Architect (DSA),
compliance with Section 5.106.5.6 shall not be required.
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power.
c. The installation of EVCS is impracticable.
2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply
with Section 5.106.5.6.
5.106.5.6.1 EV capable spaces. EV capable spaces shall be provided in accordance with Table 5.106.5.6.1
and the following requirements:
1. Raceways complying with the California Electrical Code and no less than 1-inch (25 mm) diameter shall be
provided and shall originate at a service panel or a subpanel(s) serving the area and shall terminate in close
proximity to the proposed location of the EV capable space and into a suitable listed cabinet, box, enclosure
or equivalent. A common raceway may be used to serve multiple EV capable spaces.
2. A service panel or subpanel(s) shall be provided with panel space and electrical load capacity for a
dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of
30-ampere minimum to an installed EVSE at each EVCS.
3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply
full rated amperage at each EV capable space.
4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective device
space(s) as “EV CAPABLE.” The raceway termination location shall be permanently and visibly marked as
“EV CAPABLE.”
1. Calculation for spaces shall be rounded up to the nearest whole number.
2. Each EVCS shall reduce the number of required EV capable spaces by the same number.
5.106.5.6.2 Electric vehicle charging stations (EVCS). EV capable spaces shall be provided with EVSE to
create EVCS in the number indicated in Table 5.106.5.6.1 and shall comply with Section 5.106.5.6.2.
EVCS shall be serviced by Level 2 or Direct Current Fast Charging (DCFC) EVSE, or with EVSE in any
combination of Level 2 and DCFC. Accessible EVCS shall be provided in accordance with California Building
Code Chapter 11B.
5.106.5.3 Electric vehicle (EV) charging. [N] [BSC-CG] Construction to provide electric vehicle infrastructure and
facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 EV capable spaces, Section 5.106.5.3.2
Electric vehicle charging stations and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 Electric vehicle
charging stations (EVCS)—Power allocation method and associated Table 5.106.5.3.6 and shall be provided in
accordance with regulations in the California Building Code and the California Electrical Code.
Exceptions:
1.On a case-by-case basis where the local enforcing agency has determined compliance with
this section is not feasible based upon one of the following conditions:
a.Where there is no local utility power supply
b.Where the local utility is unable to supply adequate power.
c.Where there is evidence suitable to the local enforcement agency substantiating the
local utility infrastructure design requirements, directly related to the implementation of
Section 5.106.5.3, may adversely impact the construction cost of the project.
2. Parking spaces accessible only by automated mechanical car parking systems are not
required to comply with this code section.
5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table
5.106.5.3.1 and the following requirements:
1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm)
diameter shall be provided and shall originate at a service panel or a subpanel(s) serving
the area, and shall terminate in close proximity to the proposed location of the EV capable
and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be
used to serve multiple EV charging spaces.
2.A service panel or subpanel (s) shall be provided with panel space and electrical load
capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV
capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.
3.The electrical system and any on-site distribution transformers shall have sufficient capacity
to supply full rated amperage at each EV capable space.
4.The service panel or subpanel circuit directory shall identify the reserved overcurrent
protective devices space(s) as "EV CAPABLE". The raceway termination location shall be
permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV
charging space shall count as at least one standard automobile parking space only for the purpose of
complying with any applicable minimum parking space requirements established by an enforcement
agency. See vehicle Code Section 22511.2 for further details.
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
5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more
tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking
spaces with a minimum of one bicycle parking facility.
5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces,
provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a
minimum of one bicycle parking facility.
5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the
anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.
5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall
be convenient from the street and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
Note: Additional information on recommended bicycle accommodations may be obtained from
Sacramento Area Bicycle Advocates.
5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections
5.106.4.2.1 and 5.106.4.2.2
5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently
accessed with a minimum of four two-bike capacity racks per new building.
5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed
with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities
shall be convenient from the street or staff parking area and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as
specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State
Architect pursuant to Section 105, comply with Section 5.106.4.2
5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the
applicable local ordinance, whichever is stricter.
5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated
to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors'
entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being
added, with a minimum of one two-bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
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.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions
of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square
feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within
the authority of California Building Standards Commission). Code sections relevant to additions and
alterations shall only apply to the portions of the building being added or altered within the scope of the
permitted work.
A code section will be designated by a banner to indicate where the code section only applies to newly
constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no
banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:
Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section
1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving
plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions,
types of commercial real property affected, effective dates, circumstances necessitating
replacement of noncompliant plumbing fixtures, and duties and responsibilities for
ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and
alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)
301.5 HEALTH FACILITIES. (see GBSC)
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.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,
only those code measures relevant to the building components and systems considered to be new
construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant
improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in
Section 301.3 non-residential additions and alterations.
The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV
capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the
service panel or subpanel.
5.106.5.3.2.1 The installation of each DCFC EVSE shall be permitted to reduce the minimum
number of required EV capable spaces without EVSE or EVCS with Level 2 EVSE by five and
reduce proportionally the required electrical load capacity to the service panel or subpanel.
5.106.5.3.2.2 The installation of two low power Level 2 EV charging receptacles shall be
permitted to reduce the minimum number of required EV capable spaces without EVSE in Table
5.106.5.3.1 by one.
5.106.5.3.3 Use of automatic load management systems (ALMS).
ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity
specified in Section
5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each
EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle
and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.
5.106.5.3.4 Accessible EVCS.
When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building
Code, Chapter 11B, Section 11B-228.3.
Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission
Vehicle Signs and Pavement Markings) or its successor(s).
5.106.5.3.4 Accessible electric vehicle charging station (EVCS). When EVSE is installed, accessible
EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.
5.106.5.3.5 Electric vehicle charging station signage. Electric vehicle charging stations shall be identified
by signage or pavement markings in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero
Emission Vehicle Signs and Pavement Markings) or its successor(s).
Power allocation method shall include the following:
1.Use any kVA combination of EV capable spaces, low power Level 2, Level 2 or DCFC EVSEs.
2.At least one Level 2 EVSE shall be provided.
5.106.5.3.6 Electric vehicle charging stations (EVCS)—power allocation method. The power allocation
method may be used as an alternative to the requirements in Section 5.106.5.3.1, Section 5.106.5.3.2 and
associated Table 5.106.5.3.1. Use Table 5.106.5.3.6 to determine the total power in kVA required based on the
total number of actual parking spaces.
TABLE 5.106.5.3.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF EVCS (EV
CAPABLE SPACES
PROVIDED WITH
EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20 percent of actual
parking spaces¹
25 percent of EV capable
spaces¹
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.
5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF
LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or
more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.
Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the
larger common plan of development or sale must comply with the post-construction requirements detailed in the
applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges
Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or
the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).
The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff
(pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES
permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration
through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.
Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural
practices and be approved by the enforcing agency.
Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures
should be given during the initial design process for appropriate integration into site development.
N/A Y N/A
1. Calculation for spaces shall be rounded up to the nearest whole number.
2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count toward the
total number of required EV capable spaces shown in column 2.
3. At least one Level 2 EVSE shall be provided.
Y N/A Y N/A
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
5.106.5.5 Electric vehicle (EV) charging: medium-duty and heavy-duty. [N] [BSG-CG] Construction shall comply
with Section 5.106.5.5.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for
warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street
loading spaces shall also comply with Section 5.106.5.5.1 for future installation of medium- and heavy-duty EVSE.
Exceptions:
1. On a case-by-case basis where the local enforcing agency has determined compliance with this section
is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power.
c. Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation
of Section 5.106.5.3, may adversely impact the construction cost of the project.
When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical
Code and as follows:
5.106.5.5.1 Electric vehicle charging readiness requirements for warehouses, grocery stores, office
buildings, and manufacturing facilities and retail stores with planned off-street loading spaces. [N]
In order to avoid future demolition when adding EV supply and distribution equipment, spare raceway(s) or
busway(s) and adequate capacity for transformer(s), service panel(s) or subpanel(s) shall be installed at the
time of construction in accordance with the California Electrical Code. Construction plans and specifications
shall include, but are not limited to, the following:
1. The transformer, main service equipment and subpanels shall meet the minimum power requirement
in Table 5.106.5.5.1 to accommodate the dedicated branch circuits for the future installation of EVSE.
2. The construction documents shall indicate one or more location(s) convenient to the planned
off-street loading space(s) reserved for medium- and heavy-duty ZEV charging cabinets and charging
dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or
busway(s) to the charging cabinet(s) and dispenser(s), as shown in Table 5.106.5.5.1.
3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where
potential future medium- and heavy-duty EVSE will be located and shall terminate in close proximity
to the potential future location of the charging equipment for medium- and heavy-duty vehicles.
4. The raceway(s) or busway(s) shall be of sufficient size to carry the minimum additional system
load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table
5.106.5.5.1.
TABLE 5.106.5.3.6
TOTAL NUMBER OF ACTUAL
PARKING SPACES
MINIMUM
TOTAL kVA @
6.6 kVA
TOTAL kVA REQUIRED IN ANY
COMBINATION OF EV CAPABLE,3,4
LOW POWER LEVEL 2, LEVEL 2, 1, 2
OR DCFC
0-9 0 0
10-25 26.4 26.4
26-50 52.8 52.8
51-75 85.8 85.8
76-100 112.2 112.2
101-150 165 165
151-200 231 231
201 AND OVER
20 percent of actual
parking spaces x
6.6
Total required kVA = P × .20 × 6.6
Where P = Parking spaces in facility
1. Level 2 EVSE @ 6.6 kVA minimum.
2. At least one Level 2 EVSE shall be provided.
3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent.
4. If EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable
spaces.
5.106.5.4 Additions or alterations to existing buildings or parking facilities [A]. [BSC-CG] Existing buildings
or parking facilities being modified by one of the following shall comply with Section 5.106.5.4.1 or 5.106.5.4.2.
When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code,
Chapter 11B, Section 11B-228.3.
1. When the scope of construction work includes an increase in power supply to an electric service panel as
part of a parking facility addition or alteration.
2. When a new photovoltaic system is installed covering existing parking spaces.
3. When additions or alterations to existing buildings are triggered pursuant to code Section 301.3 and the
scope of work includes an increase in power supply to an electric service panel.
Exceptions:
1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is
not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power.
c. Where there is evidence suitable to the local enforcement agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
5.106.5.3, may adversely impact the construction cost of the project.
d. Where demonstrated as impracticable excluding local utility service or utility infrastructure issues.
2. Remote parking facilities that do not have access to the building service panel.
3. Parking area lighting upgrades where no trenching is part of the scope of work.
4. Emergency repairs, including but not limited to water line break in parking facilities, natural disaster
repairs, etc.
5.106.5.4.1 Existing buildings or parking areas without previously installed EV capable infrastructure
[A]. When EV capable infrastructure does not exist at an existing parking facility or building, and the parking
facility or building undergoes an addition or alteration listed in Section 5.106.5.4, construction shall include
electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or
Section 5.106.5.3.6 and associated Table 5.106.5.3.6 for the total number of actual parking spaces being
added or altered.
5.106.5.4.2 Existing buildings or parking areas with previously installed EV capable infrastructure
[A]. When EV capable infrastructure is available at an existing parking facility or building, and the parking
facility or building is undergoing an addition or alteration listed in Section 5.106.5.4, construction shall
include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table
5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 utilizing the existing EV capable
allocated power and infrastructure for the total number of actual parking spaces being added or altered. If
the area being added or altered exceeds the existing EV capable capacity, allocated power and
infrastructure, provide additional EV charging as needed to comply with this section.
TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)
NUMBER OF
OFF-STREET
LOADING SPACES
ADDITIONAL
CAPACITY
REQUIRED (KVA)
FOR RACEWAY &
BUSWAY AND
TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Manufacturing Facilities
10,000 to 50,000 1 or 2 200
10,000 to 50,000 3 or Greater 400
Greater than 50,000 1 or Greater 400
Office Buildings
10,000 to 135,000 1 or 2 200
10,000 to 135,000 3 or Greater 400
Greater than 135,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400
TABLE 5.106.5.6.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF
REQUIRED EVCS2
0-9 0 0
10-25 4 1
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20 percent of total spaces¹25 percent of EV capable
spaces¹
5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with electric
vehicle supply equipment (EVSE) to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS
required by Table 5.106.5.3.1 shall be provided with Level 2 EVSE or DCFC as permitted in Section
5.106.5.3.2.1. At least one Level 2 EVSE shall be provided.
One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if
the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively
supplied to the EV charger.
SECTION 5.106 SITE DEVELOPMENT
5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE
OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a
larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction
activities through one or more of the following measures:
5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control
ordinance.
5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by
implementing an effective combination of erosion and sediment control and good housekeeping BMPs.
1. Soil loss BMPs that should be considered for implementation as appropriate for each project include,
but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible.
b. Preservation of natural features, vegetation, soil, and buffers around surface waters.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.
2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges
and wastes that should be considered for implementation as appropriate for each project include, but
are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.).
e. Control of vehicle/equipment fueling to contractor's staging area.
f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter specify the requirements of achieving material conservation, resource
efficiency, and greenhouse gas (GHG) emission reduction through protection of buildings from exterior moisture,
construction waste diversion, employment of techniques to reduce pollution through recycling of materials, the
installation of products with lower GHG emissions and building commissioning or testing and adjusting.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the
non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or
meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and
demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient
usage, recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or
bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable
documentation that the percentage of construction and demolition waste material diverted from the landfill
complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material
will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
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.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities
and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement
as approved by the enforcing agency.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as
necessary and shall be accessible during construction for examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)"
located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission-
Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste
management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of
Resources Recycling and Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping
provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste
items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited
Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste
materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated
vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such
material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of
Food and Agriculture. (www.cdfa.ca.gov)
SECTION 5.303 INDOOR WATER USE
5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections
503.1.1 and 503.1.2.
5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume
more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners,
restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the
following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant
within a new building or within an addition that is projected to consume more than 1,000 gal/day.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential 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 of Regulations,
Title 23, Chapter 2.7, Division 2.
2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges,
landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of
Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter
2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF)
shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.
Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the
prescriptive measures contained in Appendix D of the MWELO.
5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape
area equal to or greater than 500 square feet.
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate
landscape area equal to or greater than 1,200 square feet.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT.
5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm
when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no
more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.
Note: This code section does not affect local jurisdiction authority to prohibit or require disposer
installation.
5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California
Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply
to new fixtures in additions or areas of alteration to the building.
5.303.6 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 and in Chapter 6 of this code.
SECTION 5.402 DEFINITIONS
5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust
a damper.
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by
California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local
ordinance, whichever is more stringent.
5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.
5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven
rain to prevent water intrusion into buildings as follows:
5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water
intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to
such openings plus at least one of the following:
1. An installed awning at least 4 feet in depth.
2. The door is protected by a roof overhang at least 4 feet in depth.
3. The door is recessed at least 4 feet.
4. Other methods which provide equivalent protection.
5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 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.
5.303.3.3.2 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
allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
5.303.3.4 Faucets and fountains.
5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not
more than 0.5 gallons per minute at 60 psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 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.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8
gallons per minute/20 [rim space (inches) at 60 psi].
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a
maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Section 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).
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
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)
Y
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency
standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors
and in wastewater conveyance.
SECTION 5.302 DEFINITIONS
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to
reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on
the amount of water that needs to be applied to the landscape.
FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,
not including exterior areas such as stairs, covered walkways, patios and decks.
METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The
volume or cycle duration can be fixed or adjustable.
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that
has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy
bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or
operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom
washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or
dishwashers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape
design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed
landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and
climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance
(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and
maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least
as effective as the MWELO.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking
Water Standards. See definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the
U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority
Having Jurisdiction.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a
controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water
treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental
unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section
1954.202 (g) and Water code Section 517 for additional details.)
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied
water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape
Ordinance (MWELO).
5.106.5.6.5 Requirement to install EVSE. Level 2 EVSE shall be provided in all existing EV capable spaces to
create EVCS when a project is required by California Administrative Code Section 4-309 to be submitted for plan
approval to the Division of the State Architect. When EVSE is installed in existing EV capable spaces, accessible
EVCS shall be provided in accordance with California Building Code Chapter 11B.
Exception: Projects in which improvements in parking areas consist only of accessibility improvements are
not required to comply with Section 5.106.5.6.5.
5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply
with the following:
1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,
Section 10-114 of the California Administrative Code; and
2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);
3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in
Chapter 8) and
4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance
lawfully enacted pursuant to Section 101.7, whichever is more stringent.
Exceptions: [N]
1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.
2. Emergency lighting.
3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.
4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8
Alternate materials, designs and methods of construction.
5. Luminaires with less than 6,200 initial luminaire lumens.
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2
ALLOWABLE RATING
LIGHTING
ZONE
LZ0
LIGHTING
ZONE LZ1
LIGHTING
ZONE LZ2
LIGHTING
ZONE LZ3
LIGHTING
ZONE LZ4
MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is
0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
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.
N/A Y N/A Y N/A Y N/A
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G1 G2 G3 G4
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G1 G1 G2
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G1 G1
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G0 G1
1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California
Energy Code and Chapter 10 of the Callifornia Administrative Code.
2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be
considered to be 5 feet beyond the actual property line for purpose of determining compliance with this
section. For property lines that abut public roadways and public transit corridors, the property line may be
considered to be the centerline of the public roadway or public transit corridor for the purpose of determining
compliance with this section.
3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these
reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor
lighting"
TABLE 5.106.5.6.3
NUMBER OF PARKING SPACES
IN A PARKING FACILITY
MINIMUM TOTAL POWER (KVA)
REQUIRED FOR EVCS
0-9 0
10-25 7
26-50 14
51-75 20
76-100 27
101-150 40
151-200 60
201 AND OVER Total required KVA = P × .05 × 6.6
Where P = Parking spaces in facility
5.106.5.6.4 EVCS for alterations of or additions to parking facilities. Alterations of or additions to parking
facilities shall provide EVCS in compliance with Section 5.106.5.6.4. The installation of infrastructure for EV capable
spaces required to be provided without EVSE shall not be required.
5.106.5.6.4.1 Alterations of and additions to parking facilities. EVCS shall be provided in accordance with
the number indicated in Table 5.106.5.6.1 or minimum power indicated in Table 5.106.5.6.3 when the scope
of work includes an increase in power supply to an electric panel serving light fixtures illuminating the parking
area or when area containing parking spaces is added to a parking facility. The number of required EVCS
shall be based on the total number of existing and new parking spaces in the parking facility.
5.106.5.6.4.2 Alterations consisting of the installation of photovoltaic systems. EVCS shall be provided
in accordance with the number indicated in Table 5.106.5.6.1 or maximum power indicated in Table
5.106.5.6.3 when a new photovoltaic system is installed in an existing parking facility.
SECTION 5.409 LIFE CYCLE ASSESSMENT
5.409.1 SCOPE. [BSC-CG] Effective July 1, 2024, projects consisting of newly constructed building(s) with a
combined floor area of 100,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3.
Alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall
comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area
combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2,
Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or
greater.
[DSA-SS] Projects consisting of newly constructed building(s) with a combined floor area of 50,000 square feet or
greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the
combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or
5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000
square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3.
5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
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.
5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2,
and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation
necessary to establish and maintain tree health shall comply with Section 5.304.6.
5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed
to provide shade over 50 percent of the parking area within 15 years.
Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in
lieu of shade tree planting.
5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to
provide shade of 20% of the landscape area within 15 years.
Exceptions: Playfields for organized sport activity are not included in the total area calculation.
5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to
provide shade over 20 percent of the hardscape area within 15 years.
Exceptions:
1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu
of shade tree planting.
2.Designated and marked play areas of organized sport activity are not included in the total area calculation.
BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals,
according to design quantities.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction
process, including verifying and documenting that building systems and components are planned, designed, installed,
tested, operated and maintained to meet the owner’s project requirements.
BUY CLEAN CALIFORNIA ACT (BCCA). The Buy Clean California Act (BCCA) (Public Contract Code Sections
3500-3505) targets carbon emissions associated with the production of structural steel (hot-rolled sections, hollow
structural sections, and plate), concrete reinforcing steel, flat glass, and mineral wool board insulation. The maximum
acceptable global warming potential (GWP) limits are established by the Department of General Services (DGS), in
consultation with the California Air Resources Board (CARB).
CRADLE-TO-GRAVE. Activities associated with a product or building’s life cycle from the extraction stage through
disposal stage, and covering modules A1 through C4 in accordance with ISO Standards 14025 and 21930.
ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food
soiled paper waste that is mixed in with food waste.
REFERENCE STUDY PERIOD. The period of use for the building, in years, that will be assumed for life cycle
assessment.
TEST. A procedure to determine quantitative performance of a system or equipment
TYPE III ENVIRONMENTAL PRODUCT DECLARATION (EPD). A third-party verified report that summarizes how a
product impacts the environment. Type III EPDs can be either product-specific, factory-specific, or industry-wide EPDs.
See “Cradle-to-Gate.”
FACTORY-SPECIFIC EPD. A product-specific Type III EPD in which the environmental impacts can be
attributed to a single manufacturer and manufacturing facility.
INDUSTRY-WIDE EPD (IW-EPD). A Type III EPD in which the environmental impacts are an average of the
typical manufacturing impacts for a range of products within the same product category for a group of
manufacturers.
PRODUCT-SPECIFIC EPD. A Type III EPD in which the environmental impacts can be attributed to a product
design and manufacturer across multiple facilities.
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the following:
5.303.3.1 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.
5.303.3.2 Urinals.
5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed
0.125 gallons per flush.
5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall
not exceed 0.5 gallons per flush.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 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.
5.303.3.3.2 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
allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture,
and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to
the nearest point of that property line.
Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point
to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is
directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property
lines to determine the required backlight rating.
5.106.8.2 Facing-Glare.
For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere
within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in
Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within
the front hemisphere.
Note: [N]
1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for
parking facilities and walkways.
2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table
A-1, California Energy Code Tables 130.2-A and 130.2-B.
3. Refer to the California Building Code for requirements for additions and alterations.
5.106.5.6.2.1 Reduced number of EV capable spaces. The installation of each DCFC EVSE shall be
permitted to reduce the minimum number of required EV capable spaces indicated in Table 5.106.5.6.1
by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.
5.106.5.6.2.2 Multiple connectors. EVSE with multiple vehicle connectors capable of charging multiple
EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.6.1 for
each EV capable space is accumulatively supplied to the EVSE.
5.106.5.6.2.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for
EVCS installed in accordance with Section 5.105.5.6.2. When ALMS is installed, the required electrical
load capacity specified in Section 5.106.5.6.1 for each EVCS may be reduced when serviced by an
EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes
to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging
multiple EVs.
5.106.5.6.3 EVCS alternative compliance. In lieu of compliance with Section 5.106.5.6.2, EVCS shall be
provided with Level 1, low power Level 2, or Level 2, or any combination of Level 1, low power Level 2 or
Level 2 EVSE such that the total power supplied by the combination of EVSE meets the minimum power
indicated in Table 5.106.5.6.3, based on the total number of actual parking spaces in each parking facility.
600 S Harbor Blvd
3/17/2025
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that
are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
SECTION 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.
A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter
using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting
adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound
of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,
the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),
except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm
to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
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, timber, prefabricated wood I–joists or
finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).
Note: See CCR, Title 17, Section 93120.1.
DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a
24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).
DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,
sound power, sound intensity) with respect to a reference quantity.
ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses,
trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor
that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.
Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,
off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground
support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and
equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,
power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring
and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as
the fluctuating noise level integrated over the time of period of interest.
EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may
not be divided or have grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse
gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference
compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the
Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or
its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of
Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a
hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a
GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of
Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.5 times the pipe diameter.
LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than
150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,
sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundreths of a gram (g O3/g ROC).
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).
PSIG. Pounds per square inch, guage.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.0 times the pipe diameter.
SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet
or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected
to remote compressor units or condensing units.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition
included in that specific regulation is the one that prevails for the specific measure in question.
SECTION 5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if
necessary to condition the building or areas of addition or alteration within the required temperature range for
material and equipment installation. If the HVAC system is used during construction, use return air filters with a
Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of
30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is
occupied during alteration, at the conclusion of construction.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of
rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation
equipment, all duct and other related air distribution component openings shall be covered with tape, plastic,
sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which
may enter the system.
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and
requirements of the building appropriate to its phase shall be documented before the design phase of the
project begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Building sustainable goals.
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours
operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (O&M) personnel expectations.
5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets
the OPR shall be completed at the design phase of the building project. The Basis of Design document shall
cover the following systems:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse system.
5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to
document how the project will be commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests.
c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of
commissioning shall be included.
5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct
installation and operation of each component, system and system-to-system interface in accordance with the
approved plans and specifications. Functional performance testing reports shall contain information addressing
each of the building components tested, the testing methods utilized, and include any readings and adjustments
made.
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter
ARCHITECTURAL APPLICATIONS CURRENT 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 ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & 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, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168.
5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the
design and construction phases of the building project shall be completed and provided to the owner or
representative.
5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of
systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or
alteration subject to Section 303.1.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (July 2024 Supplement)
5.409.3.2 Verification of compliance. Calculations to demonstrate compliance, Type III EPDs for products
required to comply, if included in the project, and Worksheet WS-5 signed by the design professional of record
shall be provided on the construction documents. Updated EPDs for products used in construction shall be
provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing
agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and
at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the
design professional of record or third party acceptable to the enforcing agency.
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are
identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum)
paper, corrugated cardboard, glass, plastics, organic waste, 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 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.
5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits,
resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space
floor area.
5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3,
Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and
Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the
CalRecycle’s web site.
5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,
including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR),
Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be
completed within the systems manual and delivered to the building owner or representative. The
systems manual shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic
troubleshooting, recommended maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance
staff for each equipment type and/or system shall be developed and documented in the commissioning
report and shall include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or
equipment it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through
5.504.4.6.
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet
the requirements of the following standards:
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 Tables 5.504.4.1 and 5.504.4.2. Such
products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds
(chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for
aerosol products as specified in subsection 2, below.
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 one pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing
with Section 94507.
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/A
5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet
and over, building commissioning shall be included in the design and construction processes of the building project to
verify that the building systems and components meet the owner’s or owner representative’s project requirements.
Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of
comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and
L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections
5.410.2 through 5.410.2.6 shall apply.
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating,
ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water
heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements
Commissioning requirements shall include:
1. Owner’s or Owner representative’s project requirements.
2. Basis of design.
3. Commissioning measures shown in the construction documents.
4. Commissioning plan.
5. Functional performance testing.
6. Documentation and training.
7. Commissioning report.
Exceptions:
1. Unconditioned warehouses of any size.
2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within
unconditioned warehouses.
3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.
4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.
Note: For the purposes of this section, unconditioned shall mean a building, area or room which does not
provide heating and/or air conditioning.
Informational Notes:
1. . Functional performance testing for heating, ventilation, air conditioning systems and lighting controls
must be performed in compliance with the California Energy Code.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing
signed by the individual responsible for performing these services.
5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with
detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M
instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related
regulations.
5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required
by the enforcing agency.
Y N/A Y N/A Y N/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act
(BCCA) GWP values, except for concrete products which are not included in the BCCA.
2. For concrete, 175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3
Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength.
3. Concrete High Early Strength ready-mixed shall be calculated at 130 percent of the ready-mixed concrete
GWP allowed values for each product category.
5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3.
Exception: Concrete may be considered one product category to meet compliance with this section. A
weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the
weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations
shall be performed with consistent units of measurement for the material quantity and the GWP value.
For the purposes of this exception, industry-wide EPDs are acceptable.
Exception EQUATION 5.409.3.1
GWPn < GWPallowed
where
GWPn = Σ (GWPn)(vn)
and
GWPallowed = Σ (GWPallowed)(vn)
and
n = each concrete mix installed in the project
GWPn = the GWP for concrete mix n per concrete
mix EPD, in kg CO2e/m3
GWPallowed = the GWP potential allowed for concrete
mix n per Table 5.409.3
vn = the volume of concrete mix n installed in
the project, in m3
TABLE 5.409.3
PRODUCT GWP LIMITS
BUY CLEAN CALIFORNIA
MATERIALS PRODUCT
CATEGORY1
MAXIMUM
ACCEPTABLE GWP
VALUE (unfabricated)
(GWPallowed)
UNIT OF
MEASUREMENT
Hot-rolled structural steel
sections 1.77 MT CO2e/MT
Hollow structural sections 3.00 MT CO2e/MT
Steel plate 2.61 MT CO2e/MT
Concrete reinforcing steel 1.56 MT CO2e/MT
Flat glass 2.50 kg CO2e/MT
Light-density mineral
wool board insulation 5.83 kg CO2e/MT
Heavy-density mineral
wool board insulation 14.28 kg CO2e/MT
Concrete, Ready-Mixed2, 3
CONCRETE PRODUCT
CATEGORY
MAXIMUM GWP
ALLOWED VALUE
(GWPallowed)
UNIT OF
MEASUREMENT
up to 2499 psi 450 kg CO2e/m3
2500−3499 psi 489 kg CO2e/m3
3500−4499 psi 566 kg CO2e/m3
4500−5499 psi 661 kg CO2e/m3
5500−6499 psi 701 kg CO2e/m3
6500 psi and greater 799 kg CO2e/m3
Concrete, Lightweight Ready-Mixed2
CONCRETE PRODUCT
CATEGORY
MAXIMUM GWP
ALLOWED VALUE
(GWPallowed)
UNIT OF
MEASUREMENT
up to 2499 psi 875 kg CO2e/m3
2500−3499 psi 956 kg CO2e/m3
3500−4499 psi 1039 kg CO2e/m3
5.409.2 Whole building life cycle assessment. Projects shall conduct a cradle-to-grave whole building life cycle
assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and
demonstrating a minimum 10-percent reduction in global warming potential (GWP) as compared to a reference
baseline building of similar size, function, complexity, type of construction, material specification, and location that
meets the requirements of the California Energy Code currently in effect. Software used to conduct the whole building
life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO
21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets
shall be the same for evaluation of both the baseline building and the proposed building.
Notes:
1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable
Materials Institute (https://calculatelca.com/software/impact-estimator/) and OneClick LCA-Planetary
(www.oneclicklca.com/planetary). Paid versions include, but are not limited to, Sphera GaBi Solutions
(gabi.sphera.com), SimaPro (simapro.com), One-Click LCA (www.oneclicklca.com) and Tally for Revit
(apps.autodesk.com).
2. ASTM E2921-22 “Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle
Assessments for Use with Building Codes, Standards, and Rating Systems” may be consulted for the
assessment.
3. In addition to the required documentation specified in Section 5.409.2.3, Worksheet WS-9 may be
required by the enforcing entity to demonstrate compliance with the requirements.
5.409.2.1 Building components. Building enclosure components included in the assessment shall be limited
to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in
the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and
floors.
5.409.2.2 Reference study period. The reference study period of the proposed building shall be equal to the
reference baseline building and shall be 60 years.
5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and
Worksheet WS-4 signed by the design professional of record shall be provided in the construction documents
as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP
analysis produced by the software, in addition to maintenance and training information, shall be included in the
operation and maintenance manual and shall be provided to the owner at the close of construction. The
enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1
during and at completion of construction to demonstrate substantial conformance. Inspection shall be
performed by the design professional of record or third party acceptable to the enforcing agency.
5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in
Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or
factory-specific.
SECTION 5.503 FIREPLACES
5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed
woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,
Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance
Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified
to meet the emission limits.
5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including
heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well
as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning
requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific
systems.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be
included for testing and adjusting shall include at a minimum, as applicable to the project:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse systems.
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's
specifications and applicable standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning
system serving a building or space is operated for normal use, the system shall be balanced in
accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National
Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance
Council National Standards or as approved by the enforcing agency.
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more
stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty
coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat
or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007
California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or
Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for
ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the
Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product
limits of Regulation 8 Rule 49.
5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et
seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in
Table 5.504.4.5.
5.504.4.5.3 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 or European 636 3S
standards.
5. Other methods acceptable to the enforcing agency.
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.
TABLE 5.504.4.5 - 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 CALIFORNIA AIR RESOURCES BOARD, AIR
TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR
ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).
5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.
5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and
hold for 30 minutes.
5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30
minutes.
5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours
with a maximum drift of 100 microns over a 24-hour period.
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-CG] 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.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 4 (July 2024 Supplement)
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,
CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see
Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum
requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local
code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control
ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements
of the California Energy Code, Section 120(c)(4).
5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be
equipped with a carbon dioxide monitor or sensor that meets the following requirements:
1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and
6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable
windows.
2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or
sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the
carbon dioxide readings shall be available to and regularly monitored by facility personnel.
3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the
classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility
personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have
exceeded 1,100ppm.
4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a
record of previous carbon dioxide measurements of not less than 30 days duration.
5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide
levels with a range of 400ppm to 2000ppm or greater.
6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon
dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than
once every 5 years.
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class
(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission
Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in
Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior
noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking
structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all
subsections apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to
the noise source making up the building or addition envelope or altered envelope shall meet a composite STC
rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of
40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible
Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed
shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or
fixed-guideway source as determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a
noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration
exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of
at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and
roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered
envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does
not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as
appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior
sound levels shall be prepared by personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant
spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of
Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression
equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not
contain CFCs.
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the
provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that
utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or
condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential
(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the
replacement of existing refrigeration systems in existing facilities.
Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP
value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants
that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.
5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be
accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside
diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in
refrigerant systems except as noted below.
5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.
5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a
refrigerant charge of 5 pounds or less.
5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to
keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure
controls, valve pilot lines and oil.
Exception: Single-flared tubing connections may be used with a multiring seal coated with
industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's
recommendations.
5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of
long radius elbows.
5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as
follows.
5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall
be installed between the outlet of the vessel and the inlet of the pressure relief valve.
5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall
be installed in the space between the rupture disc and the relief valve inlet to indicate a disc
rupture or discharge of the relief valve.
5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are
permitted for use.
5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps
shall be brass or steel and not plastic.
5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.
5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves
designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem
operation.
5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and
salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent
corrosion from these substances.
5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to
maximize energy efficiency.
5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted
with a device tha indicates the level of refrigerant in the receiver.
5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and
charging.
5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and
appropriate tracer gas to bring system pressure up to 300 psig minimum.
5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same
gauge.
5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more
than a +/- one pound pressure change from 300 psig, measured with the same gauge.
5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent 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 Specifications
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#material
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring
materials meet the pollutant emission limits.
5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,
"Version 1.2, January 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#material
5.504.4.7.1 Verification of compliance.
Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission
limits.
5.504.4.8 Acoustical ceiling and wall panels.
Comply with 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.
5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical
finish materials meet the pollutant emission limits.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air
filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of
13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of
the same value shall be included in the operation and maintenance manual.
Exceptions: Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV
rating.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,
prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as
already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,
county, city and county, California Community College, campus of the California State University, or campus of the
University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post
signage to inform building occupants of the prohibitions.
5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of
the enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification
2. Field verification of on-site product containers
5.504.4.4 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
Specifications 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#material
5.504.4.4.1 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 Specifications
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#material
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
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/A Y N/A Y N/A Y N/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
FLAT COATINGS 50
NONFLAT COATINGS 100
NONFLAT HIGH GLOSS COATINGS 150
600 S Harbor Blvd
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C A L I F O R N I A C O U N C I L F O R INTERIOR
DESIGN
CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR
DESIGN
CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 - 9 - 2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
PHONE/DATA PULL
RECEPTICAL
QUAD RECEP.
LEGEND
220 30
220 30
220
Dental Utility- Provide a grounded 115volt,
20amp. separate circuit QUADR receptacle.
Equipment dealer shall specify exact location.
X-Ray Head (spotted by dealer) Provide 110
volts, 20 amps., separate circuit and separate
ground See MFRS specifications and equipment
dealer. for exact position of box.
Xray remote exposure station- 60" aff. Run wires
provided by manufacturer from box at X-ray head
pt. E2 to a junction box at X-ray remote.
Momentary contact button provided by doctor.
Leave 18" of extra wire out at each end.
Panoramic X-ray- Provide ____ volts, 20 amp.
Separate circuit See equipment dealer for details
and exact location. Receptacle at 18" aff.
220
Sterilization receptacle- 110 volts, 20 amp.,
separate circuit @45" aff. Confirm location with
equipment dealer
Water Solenoid Valve- Provide 110 volt 20 amp
receptacle nearby and run low voltage wires to
switch or master control panel. See equipment
dealer. for more details.
Air compressor- ______volts, ______amp.,
separate circuit. Air compressor located in
Vacuum pump unit- (2) _____ volts, _____ amp.,
Separate circuit.
Exhaust fan- Supplied by Electrician per
mechanical drawings. Wire and connect to wall
switch. 80 CFM
Master control panel- 60" AFF. To control the
Central Dental Vacuum Pump, Air Compressor
and Water Solenoid Valve. Run 15 #18 wires
from master panel to (Water solenoid valve,
Compres- sor and Vacuum pump) Connect
contactors on finish and tie into system.
Pan control wire- 3/4" Provide chase from E4 to
E5
Connect vent fan per mechanical drawings, to
switched power
TV outlet w/ mud ring
2" data conduit w/ pull rope
110 V WATER HEATER CIRCUIT
0 0 0
0 00
0 0 0
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ELECTRICAL LAYOUT
GENERAL POWER NOTES
1. ALL ELECTRICAL WORK AND MATERIALS SHALL BE PER THE 2022 CEC AND OTHER APPLICABLE CODES
2. ALL ELECTRICAL EQUIPMENT OR X-RAYS TO BE INSTALLED BY OTHERS ON A SEPARATE PERMIT.
3. GROUNDING SHALL BE BY ARTICLE 250 OF THE 2022 CEC
4. LOW VOLTAGE WIRES, SPEAKERS, PHONE, AND OR DATA WIRES TO BE COMPLETED BY OTHERS UNLESS AGREED
UPON IN SCOPE OF WORK.
5. RIGID METALIC CONDUIT SHALL HAVE UL LABEL, ZINC COATED EXTERIOR WITH ZINC OR ENAMEL INTERIOR WHEN
INSTALLED IN OR UNDER SLABS, CONTACT WITH EARTH OR IN MASONRY WALLS.
6. CONDUCTORS SHALL BE STRANDED COPPER 600 VOLT RATED INSULATION TYPE THHN OR THWN FOR AVG SIZE 4 AND
SMALLER.
7. DUPLEX RECEPTACLES SHALL BE 20 AMP 120/277 VOLT AC UNLESS NOTED OTHERWISE.
8. ALL ELECTRICAL DEVICES AND UTILIZATION EQUIPMENT SHALL BE LISTED BY AN APPROVED TESTING AGENCY.
9. IN ALL PATIENT AREAS AN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED WITH CIRCUIT
CONDUCTORS IN ACCORDANCE WITH THE 2022 CEC 517-13.
FIELD VERIFY ALL LOCATIONS WITH CLIENT PRIOR TO INSTALLATION OF CABLING
OR BOXES FOR ELECTRICAL.
ALL UNDERGROUND PIPING SHALL BE RIGID METALLIC PIPING
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
44"
18"
18"
18"
18"
18"
18"
18"
18" 18"
18"
18"
44"
(E)200A
ALL CIRCUITS AND THEIR OVERLOAD PROTECTION MUST BE ACCESSIBLE WITHIN EACH UNIT'S RESPECTIVE
SPACES. CIRCUITS WILL NEED TO BE DEMOED AND REROUTED .
NO CIRCUIT MAY SUPPLY MORE THAN ONE UNIT.
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c ALL RIGHTS RESERVED
24-572
DR
.
Y
U
N
08/22/2024
AJE/MMC
60
4
S
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PC Comments
12/04/2024
PC Comments
01/29/2025
PC Comments
02/17/2025
ABBREVIATIONS
SYMBOL LISTGENERAL NOTES (IF APPLICABLE)
N
JOSLYN-CLARK LIGHTING
CONTACTOR #LC SERIES OR
EQUAL CONTACTS AS REQUIRED
CALIFORNIA ENERGY STANDARDS.
H
INTERMATIC INTERVAL
OVERRIDE CAT#FFS2H
SWITCH W/2 HOUR
IN WALL TIMER OVERRIDE
120V, CKT. "P604"-9
INTERMATIC TIME CLOCK #T7801B OR EQUAL
365 DAYS PROGRAMMABLE PER CEC 131(d)
OR EQUAL (TYPICAL)
Sm
XRO
Sa
XRC
S
J
1/2C.3#12+G
A-1,3
3ab
TV
MCP
VB
S
TC
MS
S
H
T
S
BUILDING SHUTT-OFF OVERRIDE SWITCH
D
PROVIDE THE DISCONNECTING MEANS OF MULTIWIRE BRANCH CIRCUIT WITH MEANS TO
THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE PANEL
AND SHALL HAVE ALL OF ITS WIRING GROUPED TOGETHER AS PER CEC 210.4(B) & (D).
****
CIRCUIT TO BE CONTROLLED BY TIME CLOCK "TC" AND WITH LOCK-ON DEVICE.**
CIRCUIT TO BE CONTROLLED BY TIME CLOCK "TC"*
PROVIDE CIRCUIT BREAKER WITH LOCK-OFF DEVICE.***
PE
SINGLE LINE DIAGRAM AND PANEL SCHEDULE
TO LIGHTING LOADS
TO EMERGENCY LIGHTS
CKT# "P604"-1
TO LIGHTING LOADS
TO EMERGENCY LIGHTS
CKT# "P604"-3
M
3P
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EXIST. MAIN DISTRIBUTION BOARD "MDB" 600A 208Y/120V. 3Ø 4W
NEW
"P604A"
PNLNEW 1 1/4"C. 3#4 CU. + 1#6 CU. G
600 S Harbor Blvd
3/17/2025
2852 SF
EXIT
EXIT
EXIT
MS MS MS
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PANEL "P604"
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"P604"-9
A
40
A
40
A
40
A
40
A
40
A
40
A
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A
40
A
40
A
40
A
40
B
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BE
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J XX
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XX
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X
X
X
X
X
XX
XX
LIGHTING FIXTURE SCHEDULE
TYPE SYMBOL DESCRIPTION
LIGHTING GENERAL NOTES
DROP IN LIGHT FIXTURES ARE TO BE WIRED WITH 2 #12
HANGING WIRES AT DIAGONAL CORNERS.
5.
(OPERATORIES/TREATMENT) OF MEDICALAND CLINIC BUILDINGS
PER 5.2.4 A-E OF THE LIGHTING STANDARDS, THE LIGHTING
FIXTURES WITHIN EXAMINATION ROOMS
ARE EXEMPT.
4.
REQUIRED BY CODE.
REFLECTED CEILING PLANS.
SPECIFIC FIXTURES ARE INSTALLED.
ALL FIXTURE TRIMS SHALL MATCH THOSE OF CEILINGS IN WHICH
EQUIP ALL RECESSED DOWNLIGHTS WITH THERMAL CUTOUTS AS
FOR PRECISE LIGHTING FIXTURE LOCATIONS SEE ARCHITECTURAL
3.
2.
1.
E-2
A
40
2' X 4' RECESSED LED LIGHTING FIXTURE
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DRAWN BY
CHECKED BY
AJM JOB #
DATE
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c ALL RIGHTS RESERVED
24-572
DR
.
Y
U
N
08/22/2024
AJE/MMC
60
4
S
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PC Comments
12/04/2024
PC Comments
01/29/2025
PC Comments
02/17/2025
RECESSED, 6" LED DOWN LIGHT
B
13
C
13
RECESSED, 4" LED DOWN LIGHT
E1
10
LIGHTING PLAN 1 SCALE
1/4"=1'-0"
UNIVERSAL MOUNT LED EXIT SIGN WITH OR
WITHOUT ARROWS AS INDICATED,
W/90 MINUTE EMERGENCY BATTERY PACK
COMBINATION EXIT AND EMERGENCY BUG-EYE
WITH 90 MINUTE EMERGENCY BATTERY PACK E2
10 EXIT
WATTS
40WATT
LED
13WATT
LED
13WATT
LED
FURN.
WITH
FIXT.
FURN.
WITH
FIXT.
RECESSED, 6" LED DOWN LIGHT
BE
13
13WATT
LEDW/90 MINUTE EMERGENCY BATTERY BACK-UP
600 S Harbor Blvd
3/17/2025
2852 SF
C
P
M
E11
E8
E9
E7
E9
E1
E15
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E15
E1
E15
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20
32
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32
32
34
34
22
20
24
26
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36
30 32
28
12
12
14
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"P604"-2,4,6,8,10
"P604"-12,14,16
"P604"-18,20,22,24,26
"P604"-28,30,32,34,36
"P604"-11,13,15
#10
#10
#10
"P604A"-1,3
"P604A"-5,7
"P604A"-9,11
"P604"-5,7
PANEL "P604"
HP-1
ON ROOF
HP-1
ON ROOF
J
J
19
19
"P604"-17,19
30A WP NF
30A WP NF
"P604"-31,33,35
#10
#10
"P604"-37,39,41
ON ROOF
17
PANEL "P604A"
J
WH-1
X
X
X
X
XX
XX
3/4"C. 2#8 CU. + 1#10 CU.G
"P604A"-6,8
E-3
SHEET
DRAWN BY
CHECKED BY
AJM JOB #
DATE
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24-572
DR
.
Y
U
N
08/22/2024
AJE/MMC
60
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PC Comments
12/04/2024
PC Comments
01/29/2025
PC Comments
02/17/2025
POWER PLAN 1 SCALE
1/4"=1'-0"
ELECTRICAL LEGEND
220 30
220 30
DENTAL UTILITY- PROVIDE A GROUNDED 115VOLT, 20AMP.
SEPARATE CIRCUIT QUADR RECEPTACLE. EQUIPMENT
DEALER SHALL SPECIFY EXACT LOCATION.
X-RAY HEAD (SPOTTED BY DEALER) PROVIDE 110 VOLTS,
20 AMPS., SEPARATE CIRCUIT AND SEPARATE GROUND SEE
MFRS SPECIFICATIONS AND EQUIPMENT DEALER. FOR
EXACT POSITION OF BOX.
XRAY REMOTE EXPOSURE STATION- 60" AFF. RUN WIRES
PROVIDED BY MANUFACTURER FROM BOX AT X-RAY
HEAD PT. E2 TO A JUNCTION BOX AT X-RAY REMOTE.
MOMENTARY CONTACT BUTTON PROVIDED BY DOCTOR.
LEAVE 18" OF EXTRA WIRE OUT AT EACH END.
WATER SOLENOID VALVE- PROVIDE 110 VOLT 20 AMP
RECEPTACLE NEARBY AND RUN LOW VOLTAGE WIRES TO
SWITCH OR MASTER CONTROL PANEL. SEE EQUIPMENT
DEALER. FOR MORE DETAILS.
AIR COMPRESSOR- ______VOLTS, ______AMP., SEPARATE
CIRCUIT. AIR COMPRESSOR LOCATED IN
VACUUM PUMP UNIT- (2) _____ VOLTS, _____ AMP.,
SEPARATE CIRCUIT.
EXHAUST FAN- SUPPLIED BY ELECTRICIAN PER
MECHANICAL DRAWINGS. WIRE AND CONNECT TO WALL
SWITCH. CFM PER M1
MASTER CONTROL PANEL- 60" AFF. TO CONTROL THE
CENTRAL DENTAL VACUUM PUMP, AIR COMPRESSOR
AND WATER SOLENOID VALVE. RUN 15 #18 WIRES FROM
MASTER PANEL TO (WATER SOLENOID VALVE, COMPRES-
SOR AND VACUUM PUMP) CONNECT CONTACTORS ON
FINISH AND TIE INTO SYSTEM.
TV OUTLET W/ MUD RING
2" DATA CONDUIT W/ PULL ROPE
E1
E2
E3
E7
E8
E9
E10
E11
E14
E15
ALL ELECTRICAL EQUIPMENT OR X-RAYS TO BE INSTALLED
COATED EXTERIOR WITH ZINC OR ENAMEL INTERIOR WHEN
INSTALLED IN OR UNDER SLABS, CONTACT WITH EARTH OR IN
CONDUCTORS SHALL BE STRANDED COPPER 600 VOLT RATED
WIRES TO BE COMPLETED BY OTHERS UNLESS AGREED UPON IN
DUPLEX RECEPTICALS SHALL BE 20 AMP 120/277 VOLT AC
INSULATION TYPE THHN OR THWN FOR AVGSIZE 4 AND
LOW VOLTAGE WIRES, SPEAKERS, PHONE, AND OR DATA
GROUNDING SHALL BE BY ARTICAL 250 OF THE 2016 CEC
RIGID METALIC CONDUIT SHALL HAVE UL LABEL, ZINC
UNLESS NOTED OTHERWISE.
MASONARY WALLS.
SMALLER.
7.
6.
BY OTHERS ON A SEPERATE PERMIT.
SCOPE OF WORK.
5.
3.
4.
2.
POWER GENERAL NOTES
ALL ELECTRICAL WORK AND MATERIALS SHALL BE PER THE
2016 CEC AND OTHER APPLICAL CODES
1.
THE CONDUIT IS TERMINATED IN FITTING APPROVED FOR GROUNDING2.
BRANCH CIRCUITS IS RATED 20APMS OR LESS3.
THE TOTAL LENGHT IN ANY GROUND RETURN PATH IS LESS
FLEXIBLE METAL CONDUIT IS ONLY PERMITTED FOR USE IN PATIENT
SHALL BE INSTALLED WITH CIRCUIT CONDUCTORS IN ACCORDANCE WITH
IN ALL PATIENT AREAS AN INSULATED COPPER GROUNDING CONDUCTOR
CARE AREAS IF THE FOLLOWING CONDITIONS ARE MET:
ALL ELECTRICAL DEVICESAND UTILIZATION EQUIPMENT
SHALL BE LISTED BY AN APPROVED TESTING AGENCY.
11.
THAN 6 FEET.
THE 2016 CEC 517-13.
[CEC 3-517-13(b)]
1.
12.
10.
PANORAMIC X-RAY- PROVIDE ____ VOLTS, 20 AMP.
SEPARATE CIRCUIT SEE EQUIPMENT DEALER FOR DETAILS
AND EXACT LOCATION. RECEPTACLE AT 18" AFF.
220
PAN CONTROL WIRE- 3/4" PROVIDE CHASE FROM E4 TO E5
E4
E5
STERILIZATION RECEPTACLE- 110 VOLTS, 20 AMP.,
SEPARATE CIRCUIT @45" AFF. CONFIRM LOCATION WITH
EQUIPMENT DEALER
E6
2022
2022
600 S Harbor Blvd
3/17/2025
E-4
SHEET
DRAWN BY
CHECKED BY
AJM JOB #
DATE
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24-572
DR
.
Y
U
N
08/22/2024
AJE/MMC
60
4
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PC Comments
12/04/2024
PC Comments
01/29/2025
PC Comments
02/17/2025
604 S. HARBOR BLVD.
600 S Harbor Blvd
3/17/2025
E-5
SHEET
DRAWN BY
CHECKED BY
AJM JOB #
DATE
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08/22/2024
AJE/MMC
60
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12/04/2024
PC Comments
01/29/2025
PC Comments
02/17/2025
604 S. HARBOR BLVD.
16 La Salle Lane
Ladera Ranch CA. 92694
Mohamad M Chahine
AJM Consulting
16 La Salle Lane
Ladera Ranch CA. 92694
949 697 3389
E20029
949 697 3389
08/30/2024
08/30/2024
600 S Harbor Blvd
3/17/2025
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
TABLE 4.-1 MINIMUM VENTILATION RATES IN BREATHING ZONE
[ASHRAE 62.1 TABLE 6-1]
NOTE: VENTILATION AIR SUPPLY REQUIREMENTS FOR OCCUPANCIES REGULATED BY THE
CALIFORNIA COMISSION ARE FOUND IN THE CALIFORNIA ENERGY CODE
OCCUPANCY
CATEGORY
PEOPLE OUTDOOR
AIR RATE
(CFM/PERSON)
AREA OUTDOOR
AIR RATE
(CFM/FT²)
DEFAULT OCCUPANT
DENSITY
(PEOPLE/1,000 FT²)
GENERAL
CORRIDORS
OFFICE SPACE
RECEPTION AREAS
MAIN ENTRY LOBBY
5
-
-
-
0.06
0.06
0.06
0.06
-
5
30
10
HVAC LAYOUT
0-100
101-160
160-220
221-300
301-400
401-520
521-650
651-800
800-1000
1001-1400 16
14
14
12
12
10
9
8
7
6
8
8
8
12
12
12
12
10
10
10
1014
14
14
16
16
16
1618
12
-
-
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
20
22
22
CFM RANGE
ROUND
DUCT DIA
(IN)W X 4"W X 6"W X 8"W X 10"W X 12"W X 14"
RECTANGULAR DUCTING W (IN)REMARKS
DUCT SIZE SCHEDULE FOR LOW VELOCITY SUPPLY, RETURN, AND EXHAUST DUCTS
1.DUCT SIZES INDICATED ARE INSIDE DIMENSIONS. ASPECT RATIO MAY BE
ALTERED TO SUIT OTHER DIMENSIONS FOR AVOIDING INTERFERENCES AND
CLEARANCE REQUIREMENTS. USE EQUAL FRICTION METHOD TO ESTABLISH
ALTERNATE DUCT SIZE.
2.VERIFY ALL DIMENSIONS AT THE SITE. MAKE ALL FIELD MEASUREMENTS
AND SHOP DRAWINGS NECESSARY FOR FABRICATION AND ERECTION OF
SHEET METAL WORK. MAKE ALLOWANCES FOR BEAMS, PIPE, OR OTHER
OBSTRUCTIONS AND FOR WORK BY OTHER TRADES AND NOTIFY THE
OWNER'S REPRESENTATIVE IN THE EVENT OF ANY POTENTIAL
INTERFERENCES. MAKE AN INITIAL VERIFICATION OF BEAM PENETRATIONS
SHOWN ON STRUCTURAL DRAWINGS AND ADVISE OF ANY POTENTIAL
INTERFERENCES.
3.FOR TRANSFER AND RELIEF AIR DUCTS, SIZE DUCT BASED ON 0.01 IN
FRICTION PER 100 FEET OF DUCT OR MAX 300 FPM, WHICHEVER IS MORE
STRINGENT.
·Ducting layout for reference only. Installer may deviate from layout pending all changes are in full compliance with current CA
codes, and title 24.
·Duct insulation shall be R-8 in unconditioned spaces and R-4.2 in conditioned spaces per 2022 CBC
·All ducting shall be flexible, insulated ducting unless specified otherwise
·Ceiling spaces used as return air plenums shall comply fully with all provisions of section 602.2 of 2022 CMC
MINIMUM 2 INCH THICK MERV-13 (MINIMUM EFFICIENCY REPORTING VALUE) RATED AIR FILTERS IN ALL
MECHANICALLY VENTILATED BUILDINGS WITH REFERENCE TO CA. ENERGY CODE 2022 CEC SEC. 120.1 C (NON-RES.),
120.1 B (C) (HOTEL/MOTEL), 150.0 12 C (RESIDENTIAL).
N.T.S.
-HVAC REGISTER MOUNTING
12
"
-
1
8
"
INTAKE GRILL
RECTANGULAR
DUCTING TO FIT IN
STUD BAY, SIZED PER
SCHEDULE
N.T.S.2MAKE-UP AIR MECHANICAL ROOM
LINE OF CEILING
DUCT SIZE PER SCHEDULE, FOR
CFM OF FAN. VENT THROUGH
ROOF
EXHAUST NOT TO BE WITHIN 10' OF ANY
FRESH AIR INTAKE
CAP, AND SCREENED END
Steve's Heating and A/C
145 Commerce Way #A
Walnut, CA 91789
license # 739614
909-595-8400
EF
2
EF
1
EF
1
EF
1
T-STAT 80°
HP
1
HP
2
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
10"@240 C.F.M.
6"@90 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
12"@410 C.F.M.
10"@240 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
14"
12"
10"
6"
8"
8"
8"
8"
8"
8"
10"
12"
14"
12"
8"
10"
10"@240 C.F.M.
6"@90 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
8"@160 C.F.M.
6"@90 C.F.M.
8"@120 C.F.M.
8"@120 C.F.M.
10"@240 C.F.M.
8"
8"
8"
8"
8"
6"
8"
6"
10"
10"
10"
12"
16"
12"
10"
8"
12"@480 C.F.M.
12"@480 C.F.M.
HP
2
8"
10"
10"
12"
14"
8"@160 C.F.M.
16"
12"
12"
12"
12"
10"8"
8"
8"
8"
8"
8"
HP
1
2761 SF
MECHANICAL SCOPE OF WORK:
REPLACE 2 EXISTING HEAT PUMPS WITH NEW. NEW
DUCTING THROUGHOUT SPACE, 4 NEW EXHAUST FANS
MAKEUP AIR 10"X10" EYEBROW1
11
14"
14"
14"
14"
12"
12"
12"
12"
12"
12"
16"
16"
8"
2
-
600 S Harbor Blvd
3/17/2025
M2
SHEET
DRAWN BY
CHECKED BY
SCALE
DATE
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
HVAC ACCEPTANCE FORMS
600 S Harbor Blvd
3/17/2025
M3
SHEET
DRAWN BY
CHECKED BY
SCALE
DATE
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CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
HVAC ACCEPTANCE FORMS
600 S Harbor Blvd
3/17/2025
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
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CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
PLUMBING LAYOUT
WS
1
MS
1
RA
1
AC
1
WH
1
CONCRETE SLAB REPAIR AT UNDERGROUND UTILITIES1
D1.0
VP
1
Advanced Plumbing Technologies
LIC# 1004721
Brandon MacNider
31927 MANZANITA LANE
LAKE ELSINORE, CA 92532
Business Phone Number:(951) 299-6125
FU
1
FLOOR UTILITY
CENTER --------------------1/2"5/8"O.D.ALL CONNECTIONS TO EXTEND 1" A.F.F. VERIFY
LOCATION WITH EQUIPMENT SUPPLIER.
AV
1 AIR VALVE ---------------------1/2"----SUPPLIED BY DR. INSTALLED 44" A.F.F.- 3/8"X3/8" IPS
CHROME VALVE. VERIFY EXACT LOCATION.
S
1 SMALL SINK 1-1/2"2"2"1/2"1/2"--------STAINLESS SINK -ROUND - WITH SINGLE LEVER
FAUCET. PROVIDED BY CONTRACTOR
BF
1
BACKFLOW
PREVENTER --N/A -3/4"--WILKINS 975 XL2 (LEAD FREE) ANTI-BACKFLOW
DEVICE
MS
1 MOP SINK 2 2 2"1/2"1/2 -------- FLOOR MOUNTED MOP SINK 24X24 OR EQUAL
TP
1 TRAP PRIMER -2"2"----------
PRECISION PLUMBING PRODUCTS TRAP SEAL
PRIMER (OR EQUAL)
WH
1 WATER HEATER -----------1"1"--------AMERICAN WATER HTR. 15-20 GALLON 120V
ET
1 EXPANSION TANK ---------------3/4"--------WILKINS WXTP-8 (OR EQUAL) POTABLE WATER
EXPANSION TANK WITH MAPA #MXC CARRIER
TAG
EQUIP.
FIXTURE
TYPE OF
VENTWASTETRAP
REMARKSHOT
WATER WATER
COLD
FIXTURE ROUGH-IN CONNECTIONS
AIR VACUUM
VP
1 VACUUM PUMP ----1" IND.2"-----1/2"VERIFY WATER FROM BF/1. INDIRECT DRAIN TO FLR SINK. 2"
EXHAUST PER CPC sec. 1326.2(1,2,3 4) (If wet vacuum)
AC
1 AIR COMPRESSOR ----IND.2"---------1/2"----INSTALLED BY SUPPLIER. PROVIDE 2" FRESH AIR
INTAKE
WS
1
WATER SOLENOID
VALVE -----------------3/4"--------SUPPLIED BY DR. MANUAL BYPASS REQ. SEE DETAIL
D1.2-7
S
2
SINGLE BASIN
SINK 1-1/2"2"2"1/2"1/2"--------STAINLESS SINK- VERIFY SIZE- WITH SINGLE LEVER
FAUCET. PROVIDED BY CONTRACTOR
S
3
SINGLE BASIN
SINK (ACC)1-1/2"2"2"1/2"1/2"--------STAINLESS SINK- VERIFY SIZE- WITH SINGLE LEVER
FAUCET. PROVIDED BY CONTRACTOR- 6.5"DEEP
LAV
1 LAVATORY 1-1/2"2"2"1/2"1/2"--------PROVIDED AND INSTALLED BY CONTRACTOR.SEE
ELEV A1.0 -- WRAP DRAIN AND HOT WATER PIPES
WC
1
WATER CLOSET
(TANK TYPE)3"WCO 3"2"----3/4"--------PROVIDE 3" WALL CLEAN-OUT. 1.28 G.P.F. MAX. SEE
ELEVATIONS A1.0 (OPEN FRONT ELONGATED BOWL)
VB
1 VACUUM BREAKER --N/A -3/4"--ZURN Z80000 EVB-SE OR EQUAL (CHROME)
S
4 SINK UTILITIES 1-1/2"1.5"1.5"1/2"1/2"------ROUGH IN UTILITIES PER LOCATIONS SPOTTED BY
EQUIPMENT DEALER. INTEGRATED HAIR INTERCEPTOR
FD
1 FLOOR DRAIN 2"2"2"-1/2"--------MIFAB F1002-8-6-7- CAST IRON W/ 8" DIA.S.S. VANDAL
PROOF TOP. PROVIDE TRAP PRIMER TP1
FD
2
FLOOR DRAIN
WITH COVER 2 2"2"-1/2"--------MIFAB F1002-8-6-7- CAST IRON W/ 8" DIA.S.S. HINGED
COVER. PROVIDE TRAP PRIMER TP1
SC
1
STERI-CENTER
UTILITIES 1-1/2"2"2"1/2"1/2"1/2"----ROUGH IN STERILE CENTER UTILITIES PER
LOCATIONS SPOTTED BY EQUIPMENT DEALER
LAV
1 WC
1
LAV
1
WC
1
S
1
S
1
S
1
S
1
S
1
S
2
S
3
SC
1
AV
1
AV
1
FU
1
FU
1
FU
1
FU
1
FU
1
FU
1
BF
1
ABOVE
TAG
EQUIP.
FIXTURE
TYPE OF
VENTWASTETRAP
REMARKSHOT
WATER WATER
COLD
FIXTURE ROUGH-IN CONNECTIONS
AIR VACUUM
FD
1
TP
1
FD
1
TP
1
Limitation of Hot Water Temperature for Public Lavatories.
Hot water delivered from public-use lavatories shall be limited to
a maximum temperature of 120°F ( 49°C) by a device that is in
accordance with ASSE 1070 or CSA B125.3. The water heater
thermostat shall not be considered a control for meeting this
provision.
PLUMBING SCOPE OF WORK:
TWO NEW RESTROOMS, 6 EXAM SINKS, WATER HEATER,
MOP SINK, LOUNGE SINK, STERILE SINK, TWO FLOOR
DRAINS, AIR AND VACUUM (LEVEL 3)
600 S Harbor Blvd
3/17/2025
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
P2
SHEET
DRAWN BY
CHECKED BY
SCALE
DATE
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1/4"= 1'
CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
3324.5 TOTAL
1.5.5".5"1 32"1.5"1.5 3.0
N/A
2.0
1.0
4.0
2.0
6.0
N/A
N/A
2.0
1.0
2.5
2.0
2.0
1.0N/A
MIN INDIVIDUAL CONNECTIONS (IN)
1.5"
1.5"
1.5"
1.5"
VENT
TYPE "L" COPPER
TYPE "L" COPPER NFPA99 A.5.3.3.5
N/A
2"
2"
2"
2"
3" 2"
WASTEQTY
N/A 4"
ABOVE GROUND
DESCRIPTION MODEL
MATERIALS
WASTE
AIR
WATER
VACUUM
ABS or PVC-DWV
TYPE "L" COPPER NFPA99 A.5.3.3.5
TYPE "L" COPPER, PEX OR CPVC
N/A
6
8
2
2
12
UNITS
WASTE
N/A
WSFU DFU
2
1
2
2
1
6
1
1/2 N/A
.5"
.75"
.5"
.5"
.5"
CW
.5"
.5"
-
.5"
.5"
HW
.75".75"
UNDER GROUND
N/A
2
5
2
12
2
FIXTURE
UNITS
N/A
PVC per NFPA99 5.3.10.2.3PVC per NFPA99 5.3.10.2.3
GENERAL NOTES
MATERIALS
1.SANITARY SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 ABS DWV FOAM CORE PIPING PER ASTM D 3965 AND ASTM F 628. FITTINGS SHALL BE SCHEDULE 40
ABS DWV PER AS1lM D 3965 AND ASTM D 2661. JOINTS SHALL BE MADE UP Wl11-l SOLVENT CEMENT PER ASTM D 2235.- OR PVC-DWV AS ALTERNATE MATERIAL
2.WATER PIPING SHALL BE TYPE ''L" ASTM BBB, HARD DRAWN COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS ANSI B16.22 WITH 95-5 SILVER SOLDER OR PEX
3.INDIRECT DRAINS SHALL BE TYPE "M" ASTM B88, HARD DRAWN COPPER TUBING Wl11-l WROUGHT COPPER SWEAT FITTINGS ANSI B16.22 WITH 95-5 SILVER SOLDER.
4.INSULATE HOT WATER \11TH 1-1/2" THICK CLOSED-CELL FOAM PIPE INSULATION. INSULATE CONDENSATE DRAIN PIPING WITH 1" THICK AS ABOVE.
5.GAS SHUT-OFF ABOVE GRADE, 2 AND SMALLER: BALL VALVE PER MSS-SP 110, BRASS, 2-PIECE, FULL-PORT, BLOWOUT-PROOF STEM, ADJUSTABLE PACKING NUT, PTFE
SEATS, CHROME-PLATED BRASS BALL, THREADED INLET AND OU1lLET, CSA APPROVED.
6.FUEL GAS PIPING CONCEALED, ABOVE GRADE SHALL BE SCHEDULE 40 BLACK S1lEEL PER ASTM A53. FITTINGS UP TO 2" SHALL BE THREADED MALLEABLE IRON PER ANSI
B16.3. FITTINGS 2-1/2 AND OVER SHALL BE WELDED SCHEDULE 40 S1lEEL.
7.FUEL GAS PIPING EXPOSED, ABOVE GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL PER ASTM A53. FITTINGS UP TO 2" SHALL BE GALVANIZED THREADED
MALLEABLE IRON PER ANSI B16.3. FITTINGS 2-1/2 AND OVER SHALL BE GALVANIZED WELDED SCHEDULE 40 S1lEEL.
8.ALL MATERIALS AND EQUIPMENT SHALL BE LEAD-FREE IN COMPLIANCE WITH AB 1953.
PLUMBING FIXTURE SCHEDULE
WATER CLOSET
LAVATORY
LOUNGE SINK
EXAM SINKS
STERILIZATION SINK
TRAP PRIMER
ELEC. WATER HTR.
MOP SINK
AM. STD. 1.28 G.P.F. GRAVITY
AM. STD. 19-16 GRAVITY
MANSFIELD 16-20-9
MANSFIELD12-15-6
MANSFIELD 16-20-9
MIFAB M-500
T.B.D.
MOP SINK
ABS or PVC-DWV
PIPING DIAGRAM
SYMBOL DESCRIPTION
HW
BF
VAC
AIR
COLD WATER
HOT WATER
ANTI-BACKFLOW WATER
VACUUM LINE
AIR LINE
VENT LINE 2" UNLESS MARKED
OTHERWISE
SEWER/DRAIN 2" UNLESS MARKED
OTHERWISE
VALVE
CLEANOUT - 2" UNLESS MARKED
OTHERWISE
FLOOR DRAIN WITH TRAP PRIMER
DIRECTION OF DRAIN FLOW
LAVATORY FAUCETS
KITCHEN FAUCETS
CLINICAL SINKS
METERING FAUCETS
GRAVITY TANK WATER CLOSET
FLUSHOMETER WATER CLOSET
URINAL
0.5 GPM @ 60 PSI
1.8 GPM MAX
1.8 GPM @ 60 PSI
0.2 GALLONS/CYCLE
1.28 GALLONS PER FLUSH
1.28 GALLONS PER FLUSH
0.5 GALLONS PER FLUSH
TYPE FLOW RATE REQUIRED STANDARD
METERING FAUCETS REQ. IN RESTROOMS - ASME A112.18.1/CSA B125.1
ASME A112.18.1/CSA B125.1
U.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specification
ASME A112.19.14 and USEPA WaterSenseTank-Type High Efficiency Toilet Specification – 1.28 gal (4.8L)
ASME A112.19.2/CSA B45.1 – 0.5 gal (1.9 L)
URINAL - NON WATER TYPE N/A ASME A112.19.19 (vitreous china) ANSI Z124.9-2004 or IAPMO Z124.9 (plastic)
ASME A112.18.1/CSA B125.1
REQUIRED FIXTURE FLOW RATES
LAVATORY TRAPS/ PIPE INSULATION
TRUEBRO INC. PRE-MOULDED PIPE WRAP
(WHITE) HANDI LAV-GUARD" OR EQUAL
ALL SUBCONTRACTORS ARE RESPONSIBLE
TO REVIEW ALL PAGES OF THE PLANS
605.9 PEX Plastic Tubing and Joints. PEX plastic tubing and
fitting joining methods shall be installed in accordance with the
manufacturer's installation instructions and shall comply with Section
605.9.1 and Section 605.9.2. All PEX pipe installed in California
must provide at least 30-day UV protection. [OSHPD 1, 2, 3, & 4]
Installation and use of' PEX tubing shall be in accordance with
manufacturers 's standards. PEX piping shall not be used for any
application that would result in noncompliance >vith any provisions
of' the California Building Standards Code.
605.9.1 Fittings. Fittings for PEX tubing shall comply with the
applicable standards referenced in Table 604.1. PEX tubing in
accordance With ASTM F876 shall be marked with the applicable
standard designation for the fittings, specified by the tubing
manufacturer for use with the tubing. Brass fittings used with PEX
tubing shall meet or exceed NSF 14-2009 standards to prevent
dezincification and stress crack corrosion. (OSHPD 1, 2, 3, & 4)
Installation and use of PEX tubing shall be in accordance with
manufacturer's standards. PEX piping shall not be used for any
application that would result in noncompliance with any provisions of
the California Building Standards Code.
605.9.2 Mechanical Joints. Mechanical joints shall be installed in
accordance with the manufacturer's installation instructions.
REFERENCED STANDARDS - PIPING: ASTM F876, ASTM F877,
CSA 8137.5, AWWA C9041
REFERENCED STANDARDS FITTINGS: ASSE 106l,ASTMF877,
ASTM F1807, ASTM Fl960, ASTM F1961, ASTM F2080, ASTM
F21S9, ASTM F273S, CSA 8137.S
1.ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH 2022 CALIFORNIA PLUMBING CODE, 2022 CALIFORNIA MECHANICAL CODE,
2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA FIRE CODE.
2.ALL ACCESSIBLE WATER CLOSETS SHALL HAVE FLUSH VALVE Wl1lH HANDLE ON OPEN SIDE.
3.ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICA1lED ON DRAWINGS.
4.ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKES.
5.EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES AND EQUIPMENT SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.
6.SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE FIXTURE LOCATIONS AND MOUNTING HEIGHTS. (INSULAIT ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW
ACCESSIBLE LAVATORIES AND SINKS AND OFFSET P-TRAP AGAINST WALL.)
7.CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE 1'.1TH TWO (2) DIELECTRIC UNIONS SEPARA1lED BY A
TWELVE INCH (12") SECTION OF RED BRASS PIPE.
8.ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.
9.BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARAC1lERISTICS OF ALL UTILITIES AND PIPING,
AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
10.PROVIDE WATER HAMMER ARRESTORS AT ALL QUICK-CLOSING VALVES.
11.INSTALLATION OF DENTAL AIR & DENTAL VACUUM SYSTEMS SHALL COMPLY WITH NFPA 99.
12.PUBLIC LAVATORY HOT WATER DELIVERY SHALL BE LIMI1lED TO 110" F.
13.ALL MA1lERIALS AND EQUIPMENT SHALL BE LEAD-FREE
14.ALL FIXTURES, EQUIPMENT, MATERIALS AND PIPING SHALL BE LISTED.
15.ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED IN THE CALIFORNIA GREEN BUILDING CODE.
16.INSTALLERS OF MEDICAL GAS AND VACUUM SYSTEMS SHALL MEET THE REQUIREMENTS OF ANSI/ASSE STANDARD 6010 - "PROFESSIONAL QUALIFICATIONS
STANDARD FOR MEDICAL GAS AND VACUUM SYSTEM INSTALLERS."
17.PRIOR TO ANY MEDICAL/DENTAL GAS, AIR OR VACUUM SYS1lEMS BEING PLACED IN SERVICE, EACH AND EVERY SYSTEM MUST BE CERTIFIED BY A QUALIFIED,
INDEPENDENT THIRD PARTY VERIFICATION AGENCY. A FINAL REPORT IS TO BE GIVEN TO 1lHE ADMINISTRATIVE AU1lHORITY OF JURISDICTION FOR ACCEPTANCE.
CERTIFICATION REPORT IS TO INCLUDE CHECKLIST SPECIFIED BY CPC 2022
18.INDICATE THE INSTALLATION OF LABELS ON MEDICAL GAS PIPING BEARING THE NAME OF THE GAS THEY CONVEY OR CONTROL.
Advanced Plumbing Technologies
LIC# 1004721
Brandon MacNider
31927 MANZANITA LANE
LAKE ELSINORE, CA 92532
Business Phone Number:(951) 299-6125
3"3"
3"WCO
3"
3"
3"
-
1
1
F
U
3"
3"
2"
2"
2"VTR
2"
2"
2"3" - 12FU
2"
2"
2"
2"
2"
3"
2"
2"
2"
3"
4FU
1FU
4FU
1FU
6FU
30FU
2FU
2FU
2FU
2FU
2FU
2FU
2FU
2" WCO TYP (UNLESS
MARKED OTHERWISE)
3"WCO
2"V
33FU
FIELD VERIFY
POC ON SITE
3FU
2"
3"
3"
ABS AND PVC PIPING EXPOSED TO SUNLIGHT SHALL BE PROTECTED BY WATER-BASED
SYNTHETIC LATEX PAINTS. (CPC 906.1)
B. SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO
EXCEED THOSE SHOWN IN TABLE 313.3. 2022 CPC SEC.313.3. C. ALL SANITARY AND
GREASE WASTE PIPING MUST BE AT LEAST 2% SLOPE.
15 FU
3FU
2"V
2"V
2"V
2"V
2"V
2"V
2"VTR
2"V
2"V
2"V
18'-5"
5FU
11FU
2FU
1FU
4FU
2FU
4FU
6FU
8FU
10FU
12FU
600 S Harbor Blvd
3/17/2025
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
P3
SHEET
DRAWN BY
CHECKED BY
SCALE
DATE
AL
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C
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S
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26
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2
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0
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1/4"= 1'
CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
ERIK JORDAN
COMMERCIAL
3325 TOTAL
1.5.5".5"1 32"1.5"1.5 3.0
N/A
2.0
1.0
4.0
2.0
6.0
N/A
N/A
2.0
1.0
2.5
2.0
2.0
1.0N/A
MIN INDIVIDUAL CONNECTIONS (IN)
1.5"
1.5"
1.5"
1.5"
VENT
TYPE "L" COPPER
TYPE "L" COPPER NFPA99 A.5.3.3.5
N/A
2"
2"
2"
2"
3" 2"
WASTEQTY
N/A 4"
ABOVE GROUND
DESCRIPTION MODEL
MATERIALS
WASTE
AIR
WATER
VACUUM
ABS or PVC-DWV
TYPE "L" COPPER NFPA99 A.5.3.3.5
TYPE "L" COPPER, PEX OR CPVC
N/A
6
8
2
2
12
UNITS
WASTE
N/A
WSFU DFU
2
1
2
2
1
6
1
1/2 N/A
.5"
.75"
.5"
.5"
.5"
CW
.5"
.5"
-
.5"
.5"
HW
.75".75"
UNDER GROUND
N/A
2
5
2
12
2
FIXTURE
UNITS
N/A
PVC per NFPA99 5.3.10.2.3PVC per NFPA99 5.3.10.2.3
GENERAL NOTES
MATERIALS
1.SANITARY SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 ABS DWV FOAM CORE PIPING PER ASTM D 3965 AND ASTM F 628. FITTINGS SHALL BE SCHEDULE 40
ABS DWV PER AS1lM D 3965 AND ASTM D 2661. JOINTS SHALL BE MADE UP Wl11-l SOLVENT CEMENT PER ASTM D 2235.- OR PVC-DWV AS ALTERNATE MATERIAL
2.WATER PIPING SHALL BE TYPE ''L" ASTM BBB, HARD DRAWN COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS ANSI B16.22 WITH 95-5 SILVER SOLDER OR PEX
3.INDIRECT DRAINS SHALL BE TYPE "M" ASTM B88, HARD DRAWN COPPER TUBING Wl11-l WROUGHT COPPER SWEAT FITTINGS ANSI B16.22 WITH 95-5 SILVER SOLDER.
4.INSULATE HOT WATER \11TH 1-1/2" THICK CLOSED-CELL FOAM PIPE INSULATION. INSULATE CONDENSATE DRAIN PIPING WITH 1" THICK AS ABOVE.
5.GAS SHUT-OFF ABOVE GRADE, 2 AND SMALLER: BALL VALVE PER MSS-SP 110, BRASS, 2-PIECE, FULL-PORT, BLOWOUT-PROOF STEM, ADJUSTABLE PACKING NUT, PTFE
SEATS, CHROME-PLATED BRASS BALL, THREADED INLET AND OU1lLET, CSA APPROVED.
6.FUEL GAS PIPING CONCEALED, ABOVE GRADE SHALL BE SCHEDULE 40 BLACK S1lEEL PER ASTM A53. FITTINGS UP TO 2" SHALL BE THREADED MALLEABLE IRON PER ANSI
B16.3. FITTINGS 2-1/2 AND OVER SHALL BE WELDED SCHEDULE 40 S1lEEL.
7.FUEL GAS PIPING EXPOSED, ABOVE GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL PER ASTM A53. FITTINGS UP TO 2" SHALL BE GALVANIZED THREADED
MALLEABLE IRON PER ANSI B16.3. FITTINGS 2-1/2 AND OVER SHALL BE GALVANIZED WELDED SCHEDULE 40 S1lEEL.
8.ALL MATERIALS AND EQUIPMENT SHALL BE LEAD-FREE IN COMPLIANCE WITH AB 1953.
PLUMBING FIXTURE SCHEDULE
WATER CLOSET
LAVATORY
LOUNGE SINK
EXAM SINKS
STERILIZATION SINK
TRAP PRIMER
ELEC. WATER HTR.
MOP SINK
AM. STD. 1.28 G.P.F. GRAVITY
AM. STD. 19-16 GRAVITY
MANSFIELD 16-20-9
MANSFIELD12-15-6
MANSFIELD 16-20-9
MIFAB M-500
T.B.D.
MOP SINK
ABS or PVC-DWV
PIPING DIAGRAM
SYMBOL DESCRIPTION
HW
BF
VAC
AIR
COLD WATER
HOT WATER
ANTI-BACKFLOW WATER
VACUUM LINE
AIR LINE
VENT LINE 2" UNLESS MARKED
OTHERWISE
SEWER/DRAIN 2" UNLESS MARKED
OTHERWISE
VALVE
CLEANOUT - 2" UNLESS MARKED
OTHERWISE
FLOOR DRAIN WITH TRAP PRIMER
DIRECTION OF DRAIN FLOW
LAVATORY FAUCETS
KITCHEN FAUCETS
CLINICAL SINKS
METERING FAUCETS
GRAVITY TANK WATER CLOSET
FLUSHOMETER WATER CLOSET
URINAL
0.5 GPM @ 60 PSI
1.8 GPM MAX
1.8 GPM @ 60 PSI
0.2 GALLONS/CYCLE
1.28 GALLONS PER FLUSH
1.28 GALLONS PER FLUSH
0.5 GALLONS PER FLUSH
TYPE FLOW RATE REQUIRED STANDARD
METERING FAUCETS REQ. IN RESTROOMS - ASME A112.18.1/CSA B125.1
ASME A112.18.1/CSA B125.1
U.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specification
ASME A112.19.14 and USEPA WaterSenseTank-Type High Efficiency Toilet Specification – 1.28 gal (4.8L)
ASME A112.19.2/CSA B45.1 – 0.5 gal (1.9 L)
URINAL - NON WATER TYPE N/A ASME A112.19.19 (vitreous china) ANSI Z124.9-2004 or IAPMO Z124.9 (plastic)
ASME A112.18.1/CSA B125.1
REQUIRED FIXTURE FLOW RATES
LAVATORY TRAPS/ PIPE
INSULATION TRUEBRO INC.
PRE-MOULDED PIPE WRAP (WHITE)
HANDI LAV-GUARD" OR EQUAL
605.9 PEX Plastic Tubing and Joints. PEX plastic tubing and fitting joining methods shall be installed
in accordance with the manufacturer's installation instructions and shall comply with Section 605.9.1
and Section 605.9.2. All PEX pipe installed in California must provide at least 30-day UV protection.
[OSHPD 1, 2, 3, & 4] Installation and use of' PEX tubing shall be in accordance with manufacturers 's
standards. PEX piping shall not be used for any application that would result in noncompliance >vith
any provisions of' the California Building Standards Code.
605.9.1 Fittings. Fittings for PEX tubing shall comply with the applicable standards referenced in Table
604.1. PEX tubing in accordance With ASTM F876 shall be marked with the applicable standard
designation for the fittings, specified by the tubing manufacturer for use with the tubing. Brass fittings
used with PEX tubing shall meet or exceed NSF 14-2009 standards to prevent dezincification and
stress crack corrosion. (OSHPD 1, 2, 3, & 4) Installation and use of PEX tubing shall be in accordance
with manufacturer's standards. PEX piping shall not be used for any application that would result in
noncompliance with any provisions of the California Building Standards Code.
605.9.2 Mechanical Joints. Mechanical joints shall be installed in accordance with the manufacturer's
installation instructions.
REFERENCED STANDARDS - PIPING: ASTM F876, ASTM F877, CSA 8137.5, AWWA C9041
REFERENCED STANDARDS FITTINGS: ASSE 106l,ASTMF877, ASTM F1807, ASTM Fl960, ASTM
F1961, ASTM F2080, ASTM F21S9, ASTM F273S, CSA 8137.S
1.ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH 2022 CALIFORNIA PLUMBING CODE, 2022 CALIFORNIA MECHANICAL CODE,
2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA FIRE CODE.
2.ALL ACCESSIBLE WATER CLOSETS SHALL HAVE FLUSH VALVE Wl1lH HANDLE ON OPEN SIDE.
3.ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICA1lED ON DRAWINGS.
4.ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKES.
5.EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES AND EQUIPMENT SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.
6.SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE FIXTURE LOCATIONS AND MOUNTING HEIGHTS. (INSULAIT ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW
ACCESSIBLE LAVATORIES AND SINKS AND OFFSET P-TRAP AGAINST WALL.)
7.CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE 1'.1TH TWO (2) DIELECTRIC UNIONS SEPARA1lED BY A
TWELVE INCH (12") SECTION OF RED BRASS PIPE.
8.ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.
9.BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARAC1lERISTICS OF ALL UTILITIES AND PIPING,
AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
10.PROVIDE WATER HAMMER ARRESTORS AT ALL QUICK-CLOSING VALVES.
11.INSTALLATION OF DENTAL AIR & DENTAL VACUUM SYSTEMS SHALL COMPLY WITH NFPA 99.
12.PUBLIC LAVATORY HOT WATER DELIVERY SHALL BE LIMI1lED TO 110" F.
13.ALL MA1lERIALS AND EQUIPMENT SHALL BE LEAD-FREE
14.ALL FIXTURES, EQUIPMENT, MATERIALS AND PIPING SHALL BE LISTED.
15.ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED IN THE CALIFORNIA GREEN BUILDING CODE.
16.INSTALLERS OF MEDICAL GAS AND VACUUM SYSTEMS SHALL MEET THE REQUIREMENTS OF ANSI/ASSE STANDARD 6010 - "PROFESSIONAL QUALIFICATIONS
STANDARD FOR MEDICAL GAS AND VACUUM SYSTEM INSTALLERS."
17.PRIOR TO ANY MEDICAL/DENTAL GAS, AIR OR VACUUM SYS1lEMS BEING PLACED IN SERVICE, EACH AND EVERY SYSTEM MUST BE CERTIFIED BY A QUALIFIED,
INDEPENDENT THIRD PARTY VERIFICATION AGENCY. A FINAL REPORT IS TO BE GIVEN TO 1lHE ADMINISTRATIVE AU1lHORITY OF JURISDICTION FOR ACCEPTANCE.
CERTIFICATION REPORT IS TO INCLUDE CHECKLIST SPECIFIED BY CPC 2022
18.INDICATE THE INSTALLATION OF LABELS ON MEDICAL GAS PIPING BEARING THE NAME OF THE GAS THEY CONVEY OR CONTROL.
Advanced Plumbing Technologies
LIC# 1004721
Brandon MacNider
31927 MANZANITA LANE
LAKE ELSINORE, CA 92532
Business Phone Number:(951) 299-6125
Provide insulation for hot water piping in accordance with Section 609.11.2. The insulation wall
thickness for pipe sizes up to 2” in diameter shall be not less than the diameter of the pipe, and shall
not be less than 2” inches for pipe sizes 2” or more in diameter. [CPC609.12.2]
1
2"
1
2"
1
2"
1
2"
1
2"
1
2"
1
2"3
4"
3
4"3
4"
3
4"
3
4"
1
2"
WS
1
WH
1
TP
1
TP
1
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW HW HW HW
HW HW HW HW1
2"
HW HW HW HW1
2"
HW HW HW HW1
2"
HW HW HW HW1
2"
HW HW HW HW HW1
2"
HW
HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW
HWHWHWHWHWHWHWHW
HW
HW
HW
HW
HW
HW
HWHWHW
1
2"
1
2"
1
2"
1
2"
1
2"
1
2"
1
2"1
2"
1
2"1
2"
1
2"
1
2"
1
2"
3
4"
3
4"
3
4"
3
4"
3
4"
1.25"
POC
1.25"
1.25"1.25"
1.25"
1"
1"
3
4"
3
4"
3
4"
1
2"
1
2"
3
4"3
4"
HW
1
2"
1
2"
1
2"3
4"
3
4"
2.5FU
1FU
2FU
2.5FU
1FU
2FU
2FU
2FU
2FU
2FU
2FU
2FU
1.5FU
2.5FU 3.5FU
3.5FU
3.5FU
2FU
2FU
2FU
4FU
2FU
2FU
2FU
2FU
6FU
2FU
8FU
10FU
12FU
14FU
1.5FU
16.5FU18.5FU5.5FU
25FU
6.5FU
600 S Harbor Blvd
3/17/2025
600 S Harbor Blvd
3/17/2025
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
600 S Harbor Blvd
3/17/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
600 S Harbor Blvd
3/17/2025