HomeMy WebLinkAbout1840 N Bristol St - PlanTITLESHEET:
A-0.01
UNITED STATES COAST GUARD,
1840 N. BRISTOL STREET, SANTA ANA, CALIFORNIA 92706
GENERAL NOTES DRAWING SHEET SCHEDULE
PROJECT DIRECTORY
PROJECT SUMMARY
NO SCALE
NO SCALE
LOCATION:1840 N. BRISTOL STREET, SANTA ANA,
CALIFORNIA, 92706
BLDG CONSTRUCTION TYPE:TYPE V-B (SPRINKLERED)
ZONE:C2 GENERAL COMMERCIAL
CODE COMPLIANCE:
SCOPE OF PROJECT:TENANT IMPROVEMENT (NO CHANGE OF USE):
1.DEMOLITION OF EXISTING INTERIOR NON-LOAD
BEARING WALLS,
2.INSTALL FRAMED PARTITIONED CUBICLES,
3.RESTORE EXISTING OFFICE SPCE (152 SF),
4.RESTORE EXISTING IT SPACE (89 SF),
5.RESTORE EXISTING STORAGE ROOM (181 SF),
6.RESTORE EXISTING BREAK AREA (157 SF),
7.RESTORE EXISTING RESTROOMS (51 SF EACH)
MAPS
VICINITY MAP:
LOCATION MAP:
T BRISTOL MKT NAT CA, LLC; T BRISTOL MKT WRC
CA, LLC; T BRISTOL MKT CBH CA, LLC
HAMPTON, VIRGINIA
PHONE: (757) 284-4955
CONTACT: RICH FOSTER
EMAIL: RICH@PENNISULATOWNCENTER.COM
OWNER:
UNITED STATES COAST GUARD
U.S. COAST GUARD RECRUITING COMMAND
WASHINGTON, DC
PHONE: 206-831-3797
CONTACT: JONELLE THOMPSON, SENIOR REALTY SPECIALIST
EMAIL: JONELLE.G.THOMPSON@USCG.MIL
TENANT:
LEGAL DESCRIPTION:P BK 293 PG 38 PAR 3
ASSSESORS PARCEL NO:399-121-17
- 2025 CALIFORNIA BUILDING CODE (CBC)
- 2025 CALIFORNIA FIRE CODE (CFC)
- 2025 CALIFORNIA MECHANICAL CODE (CMC)
- 2025 CALIFORNIA ELECTRICAL CODE (CEC)
- 2025 CALIFORNIA ENERGY CODE (CEC2)
- 2025 CALIFORNIA PLUMBING CODE (CPC)
PROJECT AREA
SHEET NO:SHEET TITLE:
A-0.01 TITLESHEET
SHEET TOTAL: 22
A-2.01
A-1.01 SITE PLAN
ARCHITECTURAL
DEMOLITION PLAN
- 2025 CALIFORNIA ADMINISTRATIVE CODE (CAC)
- 2025 CALIFORNIA RESIDENTIAL CODE (CBC)
- 2025 CALIFORNIA REFERENCE STANDARDS
CODE (CPC)
RECRUITMENT OFFICE
PROJECT AREA
A-0.02 GENERAL NOTES
A-0.04.01 CALIFORNIA GREEN CODE (MANDATORY NON-RESIDENTIAL)
A-0.04.02 CALIFORNIA GREEN CODE (MANDATORY NON-RESIDENTIAL)
A-0.03 SYMBOLS AND ABBREVIATION
- 2025 CALIFORNIA GREEN CODE (CBC)
ADA-1.01 ARCHITECTURAL DETAILS: ACCESSIBILITY
DEFERRED SUBMITTAL: FRONT SIGNAGE
AD-1.01 ARCHITECTURAL DETAILS: METAL STUD FRAMING
A-3.01.01 FLOOR PLAN
A-0.04.03 CALIFORNIA GREEN CODE (MANDATORY NON-RESIDENTIAL)
A-4.01 DOOR AND WINDOW SCHEDULE
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
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Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
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California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
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2026-04-16
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BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
DAVID KE | DESIGN COLLABORATIVE STUDIO, INC
5762 LINCOLN AVE. #381
CYPRESS, CA. 90630
PHONE: 626-536-2913
CONTACT: DAVID KE, ARCHITECT #C35833
EMAIL: DAVIDK@DKDCSARCHITECTURE.COM
ARCHITECT:
OCCUPANCY GROUP:B (BUSINESS)
A-5.01 REFLECTED CEILING PLAN
E0.0 ABBREVIATIONS, NOTES, & LEGENDS
SHEET TOTAL: 5
ELECTRICAL
E1.0 POWER LAYOUT
E2.0 LIGHTING PLAN
A-6.01 SECTIONS
AS-1.01 ARCHITECTURAL SPECIFICATIONS
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND PERMITS.
THIS PROJECT SHALL COMPLY WITH TITLE 24, THE MOST CURRENT CBC, CEC, AND CPC.
FINISH COLORS AND MATERIALS LISTED IN DRAWINGS AE BASED ON DESIGN INTENT. ALTERNATE
SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH SPECIFIED MATERIAL.
CONTRACTOR IS TO SUBMIT PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT
SPECIFIED IN DRAWINGS FOR REVIEW BY DESIGNER.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE
TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE
CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A
DIFFERENT DETAIL IS SHOWN.
CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES,
PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
ATTACH AND ACCOMMODATE OTHER WORK.
IT IS THE INTENT OF THE DESIGNER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF
THE PLANNING AND ENGINEERING AUTHORITIES.
GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING VALVES, AND ROOF
TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLATE SCREWED ON.
CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS
AND WORKERS AT ALL TIMES.
ALL DEBRIS BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM)
CONDITION AT ALL TIMES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN
PROGRESS AND UNTIL BUILDING IS OCCUPIED.
THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EQUIPMENT AND COORDINATE LOCATION OF
FLOOR DRAINS, SLOPES/ SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING
STUBOUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS
EQUIPMENT.
FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED SHOP DRAWINGS/
DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR
IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS, ALL ITEMS NOT MARKED AS 'OWNER SUPPLIED' ARE TO
BE SUPPLIED BY GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED
BY GENERAL CONTRACTOR.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO
PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT
OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION
OF THE WORK.
STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS TO DETERMINE
LOCATIONS. DAVID KE | DESIGN COLLABORATIVE STUDIO SHALL BE NOTIFIED OF ANY SUCH
DISCREPANCIES PRIOR TO CONTINUING WITH WORK.
DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS
ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH DISCREPANCIES WITH THE DESIGNER
PRIOR TO COMMENCING WORK.
APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL
CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE
COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE
ALL ADDENDA AND CHANGE ORDERS.
ALL CONSTRUCTION SHALL COMPLY WITH 2019 CALIFORNIA BUILDING CODES AND LOCAL RESTRICTIONS.
CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING
AUTHORITIES. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER
PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL
REQUIRED CITY, COUNTY AND/ OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE
INDIVIDUAL SUBCONTRACTOR.
1.
ALL WORK IS TO BE WARRANTED NO LESS THAN ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION.
ALL ELECTRICIANS AND PLUMBERS SHALL BE LICENSED, ELECTRICAL WORK SHALL BE FILE SEPARATELY
BY THE ELECTICAL SUB-CONTRACTOR.
DIMENSIONS GIVEN ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
13.
14.
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16.
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12.
DISCLAIMER:
DAVID KE | COLLABORATIVE STUDIO, INC IS NOT LIABLE FOR THE CODE COMPLIANCE OF THE EXISTING
ARCHITECTURAL SHELL CONDITION, INCLUDING BUT NOT LIMITED TO CORRIDOR CONSTRUCTION, FIRE
SPRINKLER SYSTEMS, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS.
ARCHITECTURAL
E3.0 ONE LINE DIAGRAM AND PANEL SCHEDULE
E4.0 TITLE-24
T.I.AREA:3002 SF
SYSTEM SOLUTION
2614 ARGONAUTA ST.
CARLSBAD, CA. 902009
PHONE: 203-871-95-7
CONTACT: AMIR JAZAYERI
EMAIL:
JAZAYERI.AMIR@SYSTEMSOLUTIONLLC.COM
MEP:
A-1.00 ALTA SURVEY
TENANT IMPROVEMENT
1
AD-2.01 ARCHITECTURAL DETAILS: STOREFRONT
A-3.01.02 COMPARATIVE FLOOR PLANS: EXISTING VS. PROPOSED1
1
A-1.02 UNIT ADDRESS
A-0.04.04 CALIFORNIA GREEN CODE (MANDATORY NON-RESIDENTIAL)2 A-0.05 EXISTING FIRE LINE
STORIES:1 STORY PLUS BASMENT
AD-3.01 ARCHITECTURAL DETAILS: CUBICLE DETAILS
GENERAL NOTES
A-0.02
CONTRACTORS AND SHALL COORDINATE THEIR WORK WITH ALL OTHER
CONTRACTOR IS RESPONSIBLE FOR ALL OF ITS "DESIGN-BUILD" SUB-
PROVIDE ALL ATTIC ACCESS HATCHES /ROOF HATCHES, AS REQUIRED BY C.B.C.
39.
37.
36.
EXTERIOR PORTLAND CEMENT PLASTER (E.P.C.P.) AND GYPSUM WALLBOARD:
THESE BUILDINGS ARE ALL NON-RATED. HOWEVER, "ONE HOUR
CONSTRUCTION", AS DEFINED IN THE UNIFORM BUILDING CODE. E.P.C.P. AND
GYPSUM WALLBOARD AND CEMENTITIOUS BACKING UNITS IS A CRITICAL
COMPONENT OF THE WALL AND FLOOR ASSEMBLIES; CONTRACTOR IS
RESPONSIBLE FOR PROVIDING GYPSUM WALLBOARD AND CEMENTITIOUS
BACKING IN COMPLIANCE WITH ALL REQUIREMENTS NECESSARY TO ACHIEVE
THE INDICATED RATING FOR EACH ASSEMBLY. PROVIDE E.P.C.P., GYPSUM
WALLBOARD AND CEMENTITIOUS BACKING IN ALL AREAS AS REQUIRED FOR A
COMPLETE "ONE HOUR" BUILDING. ALL OPENINGS FOR RECESSED
ACCESSORIES ( I.E., FIRE EXTINGUISHERS, ETC.) SHALL HAVE GYPSUM
WALLBOARD AND CEMENTITIOUS BACKING INSIDE THE AREA BEHIND THE
ACCESSORY. VERIFY ALL PENETRATIONS WITH LOCAL BUILDING OFFICIAL
PRIOR TO COVER THE ASSEMBLY WITH E.P.C.P. OR GYPSUM WALLBOARD.
INSTALLATION IS TO CONFORM TO APPLICABLE CODE REQUIREMENTS, ASTM
REPORTS, AND THE "PLASTER AND DRYWALL SYSTEMS DESIGN MANUAL, 3RD
EDITION" PUBLISHED BY THE PLASTERING INFORMATION BUREAU
COORDINATE THE INSTALLATION OF THESE ITEMS.
RESPOSIBILITY TO REVIEW DOCUMENTS FROM ALL DISCIPLINES AND TO
CONNECTIONS, GRAB BARS, AND SIMILAR APPARATUS. IT IS THE CONTRACTOR'S
PANELS, IRRIGATION CONTROLLERS, TELEPHONE EQUIPMENT, SIGNS, RAILING
FOR ALL HARDWARE, LIGHT FIXTURES, FIRE SPRINKLERS, METERS, ELECTRICAL
CONTRACTOR SHALL PROVIDE ALL BACKING AND/OR BLOCKING
23.
AND FLOOR LEVELS, WITH NON COMBUSTIBLE MATERIALS.
AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING
E) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES
THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED.
BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH
D) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS
C) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL.
B) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
FURRED SPACES, AT THE CEILING AND FLOOR LEVELS.
A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
31.
CODE DUE TO PROXIMITY OF OPENINGS, PROPERTY LINES OR AREA
SOFFIT & EAVE VENT OPENINGS SHALL NOT OCCUR WHERE PROHIBITED BY
AND COVER CEILINGS.
SEE CIVIL, AND/OR LANDSCAPE DRAWINGS FOR ALL GRADES AND SITE WORK, IF APPLICABLE.
E.P.C.P. AND GYPSUM WALLBOARD ARE INTEGRAL COMPONENTS TO THE
ACOUSTIC, STRUCTURAL, AND FIRE RESISTIVE RATING OF VARIOUS ELEMENTS
OF THE BUILDING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING E.P.C.P. AND
GYPSUM WALLBOARD IN COMPLIANCE WITH ALL REQUIREMENTS OF LISTED
ASSEMBLIES, AS NECESSARY TO ACHIEVE THE INDICATED RATING FOR EACH
ASSEMBLY:
A. SPECIAL FUNCTION WALL. WHERE DOUBLE GYPSUM BOARD IS REQUIRED
FOR A PORTION OF A WALL (I.E.), AT AN AREA SEPARATION WALL, OCCUPANCY
SEPARATION WALL OR PARTY WALL), USE DOUBLE GYPSUM BOARD FOR THE
REMAINDER OF THE WALL IN THAT ROOM. INCREASE LENGTH OF FASTENERS
WHERE FASTENERS PENETRATE THROUGH FURRINGS PRIOR TO REQUIRED
EMBEDMENT INTO STRUCTURAL MEMBERS.
B. UNDERLAYER. WHERE GYPSUM BOARD IS REQUIRED UNDER WOOD SIDING
OR PLASTER (I.E., AT A SOUND-RATED OR FIRE RATED EXTERIOR WALL),
CONTINUE THE 5/8" GYPSUM BOARD FOR THE REMAINDER OF THE CEILING TO
THE NEAREST CORNER.
C. CEILINGS. WHERE 5/8" TYPE "X" GYPSUM BOARD IS REQUIRED ON CEILING
(I.E., AT DIVISION WALLS OR AT OCCUPANCY SEPARATIONS), CONTINUE THE 5/8"
GYPSUM BOARD FOR THE REMAINDER OF THE CEILING TO THE NEAREST
CORNER.
D. RESILIENT CHANNELS. WHERE RESILIENT CHANNELS ARE REQUIRED UNDER
THE GYPSUM BOARD FOR A PORTION OF A WALL OR CEILING (I.E., FOR A
SOUND-RATED ASSEMBLY), USE RESILIENT CHANNELS FOR THE REMAINDER OF
THE WALL OR CEILING IN THAT ROOM.
E. PROVIDE 1/4" GAP ABOVE FLOOR SHEATHING AT ACOUSTICAL WALL
ASSEMBLIES AND CONCRETE SLAB FLOORS.
E. ONE-HOUR FIRE-RATED ASSEMBLIES: PROVIDE F.R. GYPSUM WALLBOARD IN
ALL AREAS AS REQUIRED FOR A COMPLETE "ONE-HOUR" CONSTRUCTION. ALL
OPENING FOR RECESSED ACCESSORIES (I.E., FIRE EXTINGUISHERS, MEDICINE
CABINETS, ETC.) SHALL HAVE GYPSUM WALLBOARD INSIDE THE AREAS BEHIND
THE ACCESSORY. VERIFY ALL PENETRATIONS WITH LOCAL BUILDING OFFICIAL
PRIOR TO INSTALL GYPSUM WALLBOARD IN THE BUILDING.
H. SPECIAL NOTE: NOTE THAT WHERE CLEARANCE TO COMBUSTIBLE
MATERIALS IS REQUIRED, I.E. AT FLUES AND VENTS, THAT GYPSUM WALLBOARD
IS CONSIDERED "COMBUSTIBLE", PROVIDE THE REQUIRED CLEARANCE TO
GYPSUM BOARD AND FILL THE OPENING WITH JOINT BEDDING COMPOUND OR
OTHER APPROPRIATE FIRESTOPPING AS APPROVED BY LOCAL BUILDING
OFFICIALS.
J. ALL EXTERIOR PORTLAND CEMENT PLASTER IS TO BE APPLIED IN 3 COATS
7/8"MIN. THICKNESS, AS PER SPECIFICATIONS OVER TWO LAYERS OF GRADE "D"
WEATHER-RESISTIVE BARRIER, WHERE OCCURS OVER PLYWOOD SHEATHING,
CBC 2512 (MINIMUM) SEE SPECIFICATIONS FOR TYPICAL UNDERLAYMENT
REQUIREMENTS. REQUIRED THICKNESS IS NOT TO BE REDUCED BY HARDWARE.
FLASHING IS TO BE INTEGRATED WITH FLASHING IN A WEATHER BOARD MANOR.
WET SEAL AND FLASH ALL PENETRATIONS THROUGH W.R. BARRIER AND E.P.C.P.
THAT IS EXPOSED TO WEATHER.
PROVIDED BY THE ACOUSTICAL ENGINEER RECORD AND ACOUSTIC NOTES
WITH THE REQUIREMENTS OF THE APPLICABLE CODE REQUIREMENTS, REPORTS
PROVIDE ALL FIRE BLOCKS PER CBC 601.5.4 AND 708.2.1
PROVIDE ALL DRAFT STOPS PER CBC 708.3 & 1505.2;
ALL WORK BY ALL TRADES SHALL BE PERFORMED UNDER STRICT COMPLIANCE
RUBBISH CAUSED BYTHEIR WORK OR THEIR WORKERS. DAILY TRASH
PROJECT FREE FROM ACCUMULATION OF WASTE MATERIALS, TRASH, OR
ALL TRADES SHALL, AT ALL TIMES AND AT THEIR OWN EXPENSE, KEEP THE
GENERAL NOTES
16. ALL SOILS AND FOUNDATION WORK SHALL BE PERFORMED UNDER STRICT
COMPLIANCE WITH RECOMMENDATIONS OF THE SOILS REPORT PREPARED BY
THE GEOTECHNICAL ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF ANY
CONTRACTOR ON THE JOB TO PROVIDE AND MAINTAIN THE STC AND IIC
RATINGS SPECIFIED.
17.
18.
1.THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF DAVID KE | DESIGN
COLLABORATIVE STUDIO, INC. AND SHALL NOT BE USED FOR ANY PURPOSE
OTHER THAN THE WORK SHOWN HEREIN.
2.
ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL
PROVISIONS OF ALL NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES
GOVERNING THE PLACE OF THIS WORK. THESE DOCUMENTS DO NOT CONTAIN
ALL THE PROVISIONS OF THESE CODES AND ORDINANCES. IT IS THE
RESPONSIBILITY OF ANYONE SUPPLYING LABOR, MATERIALS, OR BOTH TO
BRING TO THE ATTENTION OF THE ARCHITECT ANY CONFLICTS OR
DISCREPANCIES BETWEEN THESE CONSTRUCTION DOCUMENTS AND THE
CODES AND ORDINANCES, OR ANY DISCREPANCIES OR CONFLICTS CONTAINED
WITHIN THESE CONSTRUCTION DOCUMENTS. THE ARCHITECT WILL ISSUE A
CLARIFICATION FOR THE USE BY THE CONTRACTOR IN RESOLVING SUCH
DISCREPANCY OR CONFLICT. ANYONE SUPPLYING LABOR, MATERIALS, OR
BOTH IS RESPONSIBLE FOR PROVIDING SUCH LABOR AND MATERIAL IN
COMPLIANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES,
WHETHER OR NOT IT IS CORRECTLY SHOWN HEREIN.
3.
4.THESE CONSTRUCTION DOCUMENTS DO NOT CONTAIN THE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY.
5.DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR
CONSTRUCTION. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS FOR THE WORK PRIOR TO THE LAYOUT OF THE
WORK, AND SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY
DISCREPANCY OR CONFLICT IN THE FIGURED DIMENSIONS. THE ARCHITECT
WILL ISSUE A CLARIFICATION FOR THE USE BY THE CONTRACTOR IN
RESOLVING SUCH DISCREPANCY OR CONFLICT. MORE RESTRICTIVE
REQUIREMENTS HAVE PRECEDENCE. LARGE SCALE DRAWINGS HAVE
PRECEDENCE OVER SMALL SCALE DRAWINGS AND DIMENSIONS HAVE
PRECEDENCE OVER SCALE, UNLESS SPECIFICALLY NOTED OTHERWISE.
6.ALL FRAMING, OF ANY TYPE, IS NOT TO BE CONCEALED PRIOR TO THE
APPROPRIATE INSPECTION BY GOVERNING AGENCIES.
7.REFERENCES TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND
DOES NOT LIMIT THE APPLICATION OR USE OF ANY DETAIL OR DRAWING.
8.EXISTING SITE CONDITIONS, GRADES, DIMENSIONS, AND ALL OTHER CONDITIONS
AT THE JOB SITE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING
A BID FOR THE WORK, SINCE SUCH BID SHALL TAKE INTO CONSIDERATION ALL
SUCH EXISTING CONDITIONS WHICH MAY AFFECT THE WORK. THE CONTRACTOR
SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY CONFLICTS OR
DISCREPANCIES BETWEEN THESE CONSTRUCTION DOCUMENTS AND THE
CONDITIONS EXISTING AT THE JOB SITE. THE ARCHITECT WILL ISSUE A
CLARIFICATION FOR THE USE BY THE CONTRACTOR IN RESOLVING SUCH
DISCREPANCY OR CONFLICT.
9.ALL DIMENSIONS ARE TAKEN FROM THE ROUGH FACE OF CONCRETE, ROUGH
FACE OF MASONRY OR FACE OF STUD, UNLESS NOTED OTHERWISE.
DIMENSIONS NOTED AS "CLEAR"
ARE TAKEN FROM THE FACE OF FINISHED MATERIALS.
11.STRUCTURAL DRAWINGS SHOW STRUCTURAL ELEMENTS ONLY. DRAWINGS
SHOW CONCEPT FRAMING ONLY. CEILINGS, SOFFITS, NON-BEARING WALLS,
BLOCKING, BRIDGING AND BACKING SHALL BE PROVIDED PER CBC CHAPTER 7.
PROVIDE ALL ELEMENTS NECESSARY FOR A COMPLETE FRAMED
STRUCTURE.
12.DETAILS AND NOTES ARE NOT INTENDED TO CONTRADICT WITH
MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL APPLIANCES,
EQUIPMENT, FIXTURES, ETC. SHALL BE INSTALLED IN STRICT COMPLIANCE WITH
MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION DOCUMENTS SHALL
SUPERSEDE MANUFACTURER'S RECOMMENDATIONS ONLY WHEN THEY EXCEED
THE REQUIREMENTS SET FORTH BY THE MANUFACTURER.
13.ALL CONDITIONS AND/OR DETAILS NOT SHOWN ARE TO BE SIMILAR IN
CHARACTER TO THOSE WHICH ARE SHOWN. WHERE SPECIFIC DIMENSIONS,
DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONTRACTOR SHALL
CONSULT WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER
TO PREVENT MOLECULAR BREAKDOWN.
ALL WOOD FRAMING IN PROXIMITY TO EARTH, CONCRETE OR MOISTURE SHALL
BE TREATED AND/OR PROTECTED IN STRICT COMPLIANCE WITH SEC. 2304, CBC.
15.THE USE OF REPRODUCTION OF THE CONSTRUCTION DOCUMENTS BY ANY
CONTRACTOR, SUBCONTRACTOR, FABRICATOR, INSTALLER, OR PROVIDER
OF MATERIALS IN LIEU OF PREPARATION OF SHOP DRAWINGS IS STRICTLY
PROHIBITED.
PROVIDE ATTIC VENTS, SOFFITS VENTS, AND WALL VENTS AT CONCEALED AIR
SPACES, AS NECESSARY TO PROVIDE VENTILATION AT A 1/150 RATIO, AS
REQUIRED BY UBC. NOTIFY THE ARCHITECT IF VENTILATION INDICATED DOES NOT
COMPLY WITH THIS REQUIREMENT.
DETAILS OF SHEET METAL FLASHING, COPING, CRICKETS,SADDLES, ETC. ARE
CONCEPTUAL IN NATURE; CONTRACTOR SHALL PROVIDE ALL SHEET METAL
ITEMS IN STRICT COMPLIANCE WITH APPLICABLE INDUSTRY STANDARDS, PER
NRCA AND SMACNA RECOMMENDATIONS, AND AS REQUIRED TO FORM A
WATERTIGHT BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
BLOCKING OR BACKING REQUIRED TO SUPPORT AND/OR PROTECT SHEET
METAL FROM DAMAGE BOTH DURING AND AFTER CONSTRUCTION. PROVIDE SHOP
DRAWINGS TO THE ARCHITECT FOR REVIEW.
21.ALL EXTERIOR DOORS SHALL BE FULLY WEATHER- STRIPPED, INCLUDING
THRESHOLD, DOOR BOTTOM DRIP, AND HEAD DRIP, UNLESS NOTED
OTHERWISE.
22.
24.
PROVIDE WINDOW SHADING DEVICES (BLINDS) AS SPECIFIED BY OWNER. REFER
TO C.E.C. COMPLIANCE REQUIREMENTS FOR ANY SPECIAL CONDITIONS.
14.AS A GENERAL RULE ALL PORTIONS OF THE BUILDING ARE INTENDED TO BE OF
EQUAL QUALITY AND TYPE OF CONSTRUCTION; ANY DETAIL OR CONDITION
INDICATED, SPECIFIED, DETAILED OR REFERENCED IN ONE AREA OF THE
BUILDING SHALL BE CONSIDERED TO APPLY IN ALL SIMILAR CONDITIONS IN ALL
BUILDINGS. IN THE EVENT OF A DISCREPANCY, NOTIFY THE ARCHITECT FOR
CLARIFICATION.
SEE ELECTRICAL DRAWINGS FOR SMOKE DETECTOR LOCATIONS AND
SPECIFICATIONS; SMOKE DETECTOR SHALL BE HARD-WIRED INTO 110V POWER
AND SHALL HAVE A BATTERY BACKUP;
25.
26.
27.
28.
ALL BATHROOM EXHAUST FANS, WHERE REQUIRED, SHALL DISCHARGE TO THE
EXTERIOR. TERMINATION INTO AN INTERIOR CORRIDOR IS PROHIBITED.
PROVIDE 3'-0" MIN. CLEARANCE FROM ANY OPENING IN THE BUILDING TO AN AIR
DUCT EXHAUST TERMINATION (CLOTHES DRYERS, EXHAUST FANS, ETC... (SEC.
609.10, CMC).
38.
ALL TRADES SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FILLING,
PATCHING, SEALING, ETC... IN STRICT COORDINATION WITH THE CONTRACTOR,
IN ORDER TO INTEGRATE WORK OF THE VARIOUS TRADES TOGETHER
PROPERLY. ALL OPENINGS IN FIRE-RATED AND/OR ACOUSTICALLY-RATED
ASSEMBLIES MUST BE PATCHED AND FILLED TO MAINTAIN THE REQUIRED FIRE
AND ACOUSTIC RATING BY THE TRADE THAT MADE THE OPENING. ANY DAMAGE
INCURRED, IS TO BE REPAIRED/REPLACED BY THE TRADE WHO CAUSED SUCH
DAMAGE AT THEIR EXPENSE.
EACH TRADE IS RESPONSIBLE TO INSPECT ALL WORK BY OTHERS RELATED TO
THEIR SCOPE OF WORK PRIOR TO STARTING THEIR WORK. WRITTEN
NOTIFICATION OF UNACCEPTABLE CONDITIONS ARE TO BE ISSUED TO THE
CONTRACTOR.EACH TRADE SHALL CERTIFY THAT THEY ACCEPT SUCH WORK AS
PROPER; PRIOR TO COMMENCEMENT OF THEIR WORK EXPLICITLY.
COMMENCEMENT INDICATES ACCEPTANCE OF THE PRIOR WORK. NO CLAIM
AGAINST PRIOR WORK SHALL BE MADE AFTER COMMENCEMENT OF
SUBSEQUENT WORK.
32.CONTRACTOR SHALL PROVIDE AND INSTALL ALL WOOD FLOOR, ROOF, AND
DECK SHEATHING IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS
HEREIN AS WELL AS IN CONFORMANCE WITH ALL WRITTEN REQUIREMENTS OF
MANUFACTURERS AND/OR INSTALLERS OF WATERPROOFING, FLOOR
UNDERLAYMENT, AND ROOFING MATERIALS. DESIGNER SHALL BE NOTIFIED OF
ANY CONFLICTS IN THESE REQUIREMENTS. GAP ALL PANELS, AS PER A.P.A.
RECOMMENDATIONS.
19.
34.
BUILDINGS ARE TO BE FULLY INSULATED, AS REQUIRED BY TITLE 24 ENERGY
CALCULATIONS.
INSULATION INSTALLER SHALL COMPLETE A CERTIFICATE CERTIFYING PROPER
INSULATION INSTALLATION. POST IN A CONSPICUOUS PLACE IN BUILDING PRIOR
TO FINAL CERTIFICATE OF OCCUPANCY.
CONTRACTOR SHALL VERIFY ALL EQUIPMENT, APPLIANCES AND FIXTURE SIZES
AND ARRANGEMENT, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ENSURE
THAT FINISHED CLEARANCES, AS REQUIRED BY CODES AND ORDINANCES,
SHALL BE PROVIDED AND MAINTAINED. CONTRACTOR SHALL NOTIFY OWNER
AND DESIGNER OF ANY SUCH DISCREPANCIES PRIOR TO CONSTRUCTION.
ALL WATER HEATER PRESSURE-TEMPERATURE RELEASE VALVE AND
CONDENSATE DRAIN DISCHARGE PIPING SHALL BE PER ALL APPLICABLE CODES
AND ORDINANCES.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL
APPLIANCES, EQUIPMENT, AND OTHER FIXTURES TO ENSURE THAT PROPER
POWER, WATER, SEWER, DRAINS, TELEPHONE, CABLE, ETC. ARE PROVIDED.
CONTRACTOR SHALL NOTIFY OWNER AND DESIGNER OF ANY SUCH
DISCREPANCIES PRIOR TO CONSTRUCTION.
LISTED GENERIC OR TESTED PROPRIETARY ASSEMBLIES, NOTED IN THE
CONSTRUCTION DOCUMENTS, MUST BE FOLLOWED PRECISELY FOR
CONFORMANCE WITH CBC, I.C.B.O. U.L. ETC... TO ACHIEVE THE REQUIRED
RATINGS REQUIRED, UNLESS A REQUEST FOR SUBSTITUTION IS SUBMITTED TO
THE ARCHITECT WITH THE WRITTEN FINDINGS FROM A TESTING LABORATORY,
FOLLOWED BY THE APPROVAL FROM THE GOVERNING SUBMITTED FOR
AGENCY, PRIOR TO INSTALLATION.
20.
COLLECTION AND REMOVAL IS REQUIRED.
40.
NO CHANGES SHALL BE MADE TO THESE CONSTRUCTION DOCUMENTS
WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OR ENGINEERS, WHOSE
SIGNATURE APPEARS HEREON. DAVID KE | DESIGN COLLABORATIVE STUDIO,
INC. OR ENGINEERS ASSUME NO RESPONSIBILITY FOR WORK INCONSISTENT
WITH THE CONSTRUCTION DOCUMENTS.
10.
29.
30.
33.
35.
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
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a
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a
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9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
EVERY DWELLING AND GUEST ROOM SHALL BE PROVIDED WITH HEATING
FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES
AT A POINT 3' ABOVE THE FLOOR IN HABITABLE ROOMS.
RESCUE WINDOW MUST HAVE A MINIMUM NET CLEAR OPENINGS ARE 5.7 SQ. FT.
MINIMUM CLEAR WIDTH OF 20", MINIMUM CLEAR HEIGHT OF 24", AND MAXIMUM
SILL HEIGHT OF 44".
SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO
SLEEPING ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM, IN EACH
STORY OF A MULTIPLE STORY DWELLING AND WHERE CEILING HEIGHT EXCEEDS
THE HALLWAY HEIGHT BY 24".
HABITABLE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", ALL
OTHER ROOMS SHALL HAVE A CEILING HEIGHT OF 7'.
ATTIC ACCESS OF 22" X 30" (MINIMUM) WITH 30" OF HEAD ROOM ABOVE
OPENING, 30" X 30" IF FAU INSTALLED IN ATTIC , AND SHALL BE READILY
ACCESSIBLE.
ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE
PROVIDED OR AS REQUIRED FOR FAU.
PROVIDE 5/8" DIAMETER FOUNDATION BOLTS IMBEDDED 7" IN CONCRETE 6' ON
CENTER (MAXIMUM) AND WIDTH 12" OF A CORNER, OPENING OR SPLICE.
A CORROSION RESISTED WEEP SCREED A FOUNDATION PLATE LINE WHICH WILL
ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 6"
MINIMUM HEIGHT ABOVE GRADE.
WALLS CONTAINING 3" OR 4" DIAMETER DRAIIN/ WASTE/ VENT PIPING SHALL BE
SIZED TO ALLOW FOR CUTTING, NOTCHING AND BORING (2 X 6 MIN.)
BRACING OF WALLS SHAL CONFORM TO 2020 CBC.
PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR
GLUE, AND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR GRADE.
41.
CONSTRUCTION DOCUMENTS.
1209.
SEPARATION WALLS.
SHOWN .
42.
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.ALL FINISHES, FURNISHINGS, AND MATERIALS SHALL MEET THE MINIMUM
REQUIREMENTS OF THE 2020 CB/CFC CHAPTER 8 ABD CCR TITLE 19 FOR THE
FLAME SPREAD AND SMOKE DEVELOPMENT.
53.CONTRACTOR OPERATIONS SHALL NOT BLOCK, HINDER, IMPEDE OR
OTHERWISE INHIBIT THE USE OF THE REQUIRED EXITS AT ANY TIME.
CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED ACCESS TO FIRE
EXTINGUISHERS, FIRE HYDRANTS, TEMPORARY FIRE PROTECTION FACILITIES,
STAIRWAYS, AND OTHETR ACCESS ROUTES FOR FIRE FIGHTING EQUIPMENT
AND/ OR OTHER PERSONNEL.
54.CONTRACTOR SHALL COMPLY WITH FIRE CODE CHAPTER 33 WHICH PERTAINS
TO FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION.
55.CONTRACTOR SHALL COMPLY WITH ALL OSHA REGULATION, ARCHITECT IS NOT
RESPONSIBLE FOR CONTRACTOR STAFF, LABORORS, SUB-CONSULTANT
SAFETY.
56.CHANGES TO APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY
CHANGE ORDERS APPROVED BY ARCHITECT. NO CHANGES SHALL BE MADE
WITHOUT ARCHITECT APPROVAL. COST INCURRED ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
57.ALL WORK SHALL CONFORM TO 2020 TITLE 24 CALIFORNIA CODE OF
REGULATIONS. (CCR)
58.GRADING PLANS, DRAINAGE IMPROVEMENTS, BEST PRACTICES MANAGEMENT,
ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH
CONSIDERATIONSSAHLL COMPLY WILL LOCAL HEALTH REQUIREMENTS.
59.GRADING PLANS, DRAINAGE IMPROVEMENTS, BEST PRACTICES MANAGEMENT,
ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH
CONSIDERATIONSSAHLL COMPLY WILL LOCAL HEALTH REQUIREMENTS.
60.CONTRACTORS SHALL SUBMIT CHANGE ORDERS TO ARCHITECT FOR ANY
SUBSTITUTIONS.
61.ARCHITECT ARE NOT RESPONSIBLE FOR ANY N.I.C (NOT IN CONTRACT) ITEMS
62.ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES
EXCEPT WHERE REQUIREMENTS IS STATED AS A RANGE WITH SPECIFIC
MINIMUM AND MAXIMUM ENDPOINTS.
SYMBOLS &
NONE
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
N
.
B
r
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s
t
o
l
S
t
r
e
e
t
,
S
a
n
t
a
A
n
a
,
C
a
.
9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-03-09
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
ABBREVIATION
FEET OR MINUTES
'
PER/
SQUARE FOOT OR FEET
ƒPLUS OR MINUS
Ç
ü
é
â
DIAMETER
CENTERLINE
PROPERTY LINE
DEGREES
INCHES OR SECONDS"
#
AT@
AND&
SYMBOLS
WEIGHTWT.
WATERTIGHTW.T.
WAINSCOTWSCT.
WATER RESISTANTW.R.
WEATHERPROOFW.P.
WITHOUTW/O
WALK-IN CLOSETW.I.CL.
WROUGHT IRONW.I.
WATER HEATERW.H.
WIDE FLANGEW.F.
WINDOWWDW
WASHER/DRYERW/D
WOODWD.
WATER CLOSETW.C.
POINTPT.
POUNDS PER SQUARE INCHP.S.I.
POUNDS PER SQUARE FOOT
PROPERTY
P.S.F.
PROP.
PREFABRICATEDPREFAB.
PAIR
PLYWOOD
PLASTIC LAMINATE
PR.
PLYWD
PLAS.LAM.
PLASTICPLAS.
PLATE GLASS
PROPERTY LINE
PLATE
PL.GL.
P.L.
PL.
OUTSIDE AIRO.S.A.
PHONEPH.
POUNDS PER CUBIC FOOT
PUSH BUTTON
PARALLEL
PANTRY
OUNCE
OPPOSITE
OPENING
OVERHEAD
OFFICE
OUTSIDE DIAMETER
ON CENTER
P.C.F.
P.B.
PAR.
PAN.
P
OZ.
OPP.
OPNG.
O.H.
OFF.
O.D.
O.C.
OVER ALLO.A.
O
FIREPROOFFPRF.
FACE OF STUDF.O.S.
FACE OF MASONRYF.O.M.
FACE OF FINISHF.O.F.
FACE OF CONCRETEF.O.C.
TOA TOP OF ARCH
SP SPRING POINT
UNLESS NOTED OTHERWISEU.N.O.
SINGLE POLE AND SHELFSPS
SQUARE INCHS.I.
DOUGLAS FIR
PRESSURE TREATED
WITHW/
WIDEW.
WESTW.
WASHERW.
W
VENT THROUGH WALLV.T.W.
VENT THROUGH ROOFV.T.R
VOLUMEVOL.
VERTICAL GRAIN DOUGLAS FIRV.G.D.B.
VESTIBULEVEST.
VERTICALVERT.
VENTILATOR OR VENTILATEVENT.
VITRIFIED CLAY PIPEV.C.P.
V
UNFINISHEDUNIF.
UNDERWRITERS LABORATORYUL
UNIFORM BUILDING CODEU.B.C.
U
TYPICALTYP.
TOP OF WALLT.W.
TELEVISIONT.V.
THERMOSTATT-STAT
TOP OF STEELT.ST.
TOP OF SHEATHINGT.S.
TRANSOMTRAN.
TOP OF PAVEMENTT.P.
THICK OR THICKNESSTHK.
TEMPEREDTEMP.
TELEPHONETEL.
TOP OF CONCRETET.CONC.
TOP OF CURBT.C.
TOWEL BART.B.
TONGUE AND GROOVET & G
TOP AND BOTTOMT & B
TREADTR.
TOILETT.
T
SURFACED FOUR SIDESS4S
SYSTEMSYS.
SYMMETRICALSYM.
SUSPENDEDSUSP.
STRUCTURESTRUC.
STORAGESTOR.
STEELSTL.
STREETST.
STAINLESS STEELS. STL.
SINGLE STRENGTHS.S.
SQUARESQ.
SPECIFICATIONSPEC.
SANITARY NAPKIN RECEPTACLES.N.R.
SANITARY NAPKIN DISPENSERS.N.D.
SMOKE DETECTORSM. DET.
SLIDING GLASSSL.GL.
SLOPESL.
SIMILARSIM.
SHEATHINGSHTG.
SHEETSHT.
SHOWERSHR.
SQUARE FOOT (FEET)S.F.
SELECT STRUCTURALSEL. STR.
SECTIONSECT.
SCHEDULESCHED.
SEAT COVER DISPENSERS.C.D.
SOLID CORES.C.
SUPPLY AIR GRILLS.A.G.
SHELF AND POLES. & P.
SOUTHS.
S
RIGHT OF WAYR.O.W.
RUBBERRUB.
RESAWNR/S
ROLLER SHADER.S.
ROUGH OPENINGR.O.
ROOMRM.
REVISIONREV.
RETURNRET.
REQUIREDREQD.
REINFORCED (ING)REINF.
REGISTERREG.
REFRIGERATORREFR.
REFERENCEREF.
ROOF DRAINR.D.
REINFORCED CONCRETE PIPER.C.P.
RETURN AIR GRILLR.A.G.
RAFTERRAFT.
RADIUSRAD.
RANGE AND OVENR. & O.
RISERR.
R
QUARTQT.
QUARRY TILEQ.T.
Q
POWDER ROOMPWDR.
PAVEMENTPVMT.
PAPER TOWEL DISPENSERP.T.D.&R.
AND RECEPTACLE
P.T.D.F.
PAPER TOWEL DISPENSERP.T.D.
PAINTEDPTD.
GASG.
L
CIRCUIT
URBAN DEVELOPMENT
AIR CONDITIONING
OF BUILDING OFFICIALS
NOT TO SCALEN.T.S.
NON SLIPN.S.
NOMINALNOM.
NUMBERNO.
NOT IN CONTRACTN.I.C.
NATURALNAT.
NOT APPLICABLEN.A.
NORTHN.
N
MULLIONMULL.
MOUNTEDMTD.
MOISTURE RESISTANTM.R.
MINIMUM PROPERTY STANDARDSM.P.S.
MOVABLE PARTITIONM.P.
MODIFY/MODIFIEDMOD.
MASONRY OPENINGM.O.
MOULDINGMLDG.
MISCELLANEOUSMISC.
MIRRORMIR.
MINIMUMMIN.
MAN HOLEM.H.
MANUFACTURERMFR.
MEZZANINEMEZZ.
METALMET.
MEDIUMMED.
MECHANICALMECH.
MEDICNE CABINETM.C.
MACHINE BOLTM.B.
MAXIMUMMAX.
MATERIALMATL.
MASONRYMAS.
MILLIMETERMM.
METERM.
M
LOUVERLOUV.
LUMINOUSLUM.
LIGHTLT.
LAUNDRY CHUTEL.C.
LIVE LOADL.L.
LINEAR FOOT/FEETLIN.FT.
LINENLIN.
POUND/POUNDSLB./LBS.
LAG BOLTL.B.
LAVATORYLAV.
LAUNDRYLAUND.
LAMINATELAM.
LADDERLAD.
LABORATORYLAB.
KING POSTK.P.
KICK PLATEK.P.
KNOCKOUTKO.
KITCHENKIT.
KILN DRIEDK.D.
K
JOINTJT.
JOISTJST.
JANITOR'S CLOSETJAN.
J
IRON PIPEI.P.
INTERIORINT.
INSULATE OR INSULATIONINSUL.
INCLUDEINCL.
INCHIN.
INSIDE DIAMETERI.D.
INTERNATIONAL CONFERENCEICBO
I
HIGHWAYHWY.
HOT WATERH.W.
HEATING, VENTILATING, ANDH.V.A.C.
DEPARTMENT OF HOUSING ANDHUD
HOURHR.
HORIZONTALHORIZ.
HOLLOW METALH.M.
HEIGHTHGT.
HARDWOODHDWD.
HARDWAREHDW.
HEADERHDR.
HARDBOARDHDBD.
HOLD DOWNHD.
HOLLOW COREH.C.
HOSE BIBBH.B.
H
GYPSUM WALLBOARDGYP.BD.
GYPSUMGYP.
GALVANIZED STEELG.S.
GRADEGR.
GLUED LAMINATED BEAMG.L.B.
GLASSGL.
GROUND FAULT INTERRUPTERG.F.I.C.
GARBAGE DISPOSALG.D.
GRAB BARG.B.
GALVANIZEDGALV.
GALLONGAL.
GAUGEGA.
G
FURRINGFURR.
FOOTINGFTG.
FEET OR FOOTFT.
FLOOR SINKF.S.SLOPED SURFACE
VERTICAL DATUM REFERENCE
CHANGE IN VERTICAL
SECTION CUT
3 1/2"
REFERENCE SYMBOLS ABBREVIATION
FLOW LINEF.L.
FACE OF BEAMF.O.B.
FIELD NAILINGF.N.
FLUORESCENTFLUOR.
FLOORFLR.
FLOOR JOISTF.J.
FIXTUREFIXT.
FIXED GLASSFIX.GL.
FINISH GRADEF.G.
FINISHFIN.
FIRE HOSE CABINETF.H.C.
FEDERAL HOUSING ADMINISTRATIONFHA
FIRE HOSEF.H.
FUEL GASF.G.
FINISH FLOOR
FIRE EXTINGUISHER
F.F.
F.E.
FOUNDATIONFDN.
FLOOR DRAINF.D.
FORCED AIR UNITF.A.U.
FIRE ALARMF.A.
F
EXTERIOREXT.
EXPANSIONEXP.
DOUBLE POLE & SHELFD.P.S.
DRYER VENTD.V.
A
MESH
EXISTINGEXIST.
EXHAUSTEXH.
ELECTRICALLY WELDED WIREE.W.W.M.
ESTIMATEEST.
EQUIPMENTEQUIP.
EQUALEQ.
ELECTRIC PANELE.P.
ENCLOSUREENCL.
EDGE NAILINGE.N.
EMERGENCYEMER.
ELECTRICAL/ELECTRICELEC.
ELEVATIONELEV.
EXPANSION JOINTE.J.
EACHEA.
EASTE
E
DRAWERDWR.
DRAWINGDWG.
DISHWASHERD.W.
DOUBLE STRENGTHD.S.
DRESSING ROOMDRESS.
DOORDR.
DAMP PROOFINGD.P.
DOWNDN.
DEAD LOADD.L.
DIMMER SWITCHDIM.SW.
DIMENSIONDIM.
DIAGONALDIAG.
DRINKING FOUNTAIND.F.
DOUGLAS FIRD.F.
DETAILDET.
DEPARTMENTDEPT.
DECIBELDB.
DRYERD.
DEEPD.
D
CUBIC YARDC.Y.
COLD WATERC.W.
COUNTERSINKCTSK.
CENTERCTR.
CERAMIC TILEC.T.
INSTITUTE
CONSTRUCTION SPECIFICATION
CARPETCPT.
CORRIDORCORR.
CONTRACTORCONTR.
CONTINUOUSCONT.
CONSTRUCTIONCONST.
CONCRETECONC.
COMPARTMENTCOMPT.
COMPOSITIONCOMPO.
COMBINATIONCOMBO.
COMBUSTIONCOMB.
COLUMNCOL.
CLEAN OUT TO GRADEC.O.T.G.
CLEAN OUTC.O.
CENTIMETERCM.
CLEARCLR.
CLOSETCL.
CALKINGCLKG.
CEILINGCLG.
CAST IRONC.I.
CUBIC FEET PER MINUTEC.F.M.
CUBIC FOOT (FEET)C.F.
CERAMICCER.
CEMENTCEM.
CUBIC CENTIMETER
CATCH BASINC.B.
CABINETCAB.
C
HOUR
BRITISH THERMAL UNITS PERBTUH
BRITISH THERMAL UNITBTU
BEDROOMBR./BDRM.
BOTTOMBOT.
BOUNDARY NAILINGB.N.
BEAMBM.
BENCH MARKB.M.
BLOCKINGBLKG.
BLOCKBLK.
BUILDINGBLDG.
BITUMINOUSBITUM.
BELOWBEL.
BOARDBD.
BATHROOMBATH
B
AVENUEAVE.
AUTOMATICAUTO.
TESTING MATERIALS
AMERICAN SOCIETY FORASTM
ARCHITECTURALARCH.
APPROXIMATEAPPROX.
STANDARDS INSTITUTE
AMERICAN NATIONALANSI
ANODIZEDANOD.
ALTERNATEALT.
ALUMINUMALUM.
STEEL CONSTRUCTION
AMERICAN INSTITUTE OFAISC
ARCHITECTS
AMERICAN INSTITUTE OFAIA
AGGREGATEAGGR.
ABOVE FINISH FLOORA.F.F.
ADJUSTABLEADJ.
AREA DRAINA.D.
ACOUSTIC TILEAC.T.
ACOUSTICACOUS.
ASPHALTIC CONCRETEA.C.
AIR CONDITIONINGA/C
ABOVEABV.
ANCHOR BOLTA.B.
1 BUILDING NUMBER
A BUILDING TYPE
MAIN POINT OF ENTRYM.P.O.E.
EXT. PORTLAND CEMENT PLASTERE.P.C.P.
A
A5.3
MI
A7.1
No
No
ELEVATION
DETAIL REFERENCE SHEET ON
WHICH DETAIL APPEARS
INTERIOR ELEVATION
REFERENCE AND SHEET ON
WHICH ELEVATION APPEARS
A-0.03
FINISH FLOOR ELEVATIONF.F.E.
GREEN BUILDING PLAN
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CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
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PLOT DATE:
DATEREVISION
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
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Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
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California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
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2026-03-09
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BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
NOTES (MANDATORY
NONRESIDENTIAL
MEASURE)
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
2025 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1
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.
TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent
occupants, such as employees, as distinguished from customers and other transient visitors.
ZEV. [BSC-CG, DSA-SS] Any vehicle certified to zero-emission standards.
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.”
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. Areas of parking facilities served by parking lifts, including but not limited to, automated
mechanical-access open parking garages as defined in the California Building Code; or parking
facilities otherwise incapable of supporting electric vehicle charging.
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. Acceptable bicycle parking facility for Section 5.106.4.1.2.1,
5.106.4.1.2.2 and 5.106.4.1.23 shall be conveniently located near 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.
Calculations for bicycle parking requirements shall be rounded up to the nearest whole number.
5.106.4.1.2.1
For new buildings with tenant spaces, provide secure bicycle parking for 10 percent of the
tenant-occupants, with a minimum of one bicycle parking facility.
5.106.4.1.2.2
For additions or alternations, provide secure bicycle parking for 10 percent of the tenant-occupants
being added, with a minimum of one bicycle parking facility.
5.106.4.1.2.3
For new shell buildings in phased projects, provide secure bicycle parking for 10 percent of the
anticipated tenant-occupants, with a minimum of one bicycle parking facility.
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 visitors, provide permanently anchored bicycle racks within 200 feet of the visitors'
entrance, readily visible to passers-by, for 20% of the peak daily visitors, 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.
5.106.5.3.2.3 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.
5.106.5.3.2.4 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.
5.106.5.3.2.4.1 Raceway capacity requirements. To allow for future upgrades to the
electrical conductors serving low power Level 2 charging receptacles, the listed raceway
serving such receptacles shall be sized to allow the installation of a dedicated 208/240-volt
40-ampere branch circuit. Where no raceway is used, the conductors shall be sized to
accommodate a 208/240-volt 40-ampere receptacle.
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 EV Capable Spaces and EVCS
TOTAL NUMBER OF
ACTUAL PARKING
SPACES
NUMBER OF REQUIRED
EV CAPABLE SPACES
OTHER THAN OFFICE
AND RETAIL NUMBER
OF REQUIRED ECVS^2,3
OFFICE AND RETAIL
NUMBER OF
REQUIRED ECVS^2,3
1-9 0 0 0
10-25 4 2 3
26-50 8 4 6
51-75 13 6 8
76-100 17 8 13
101-150 25 12 19
151-200 35 18 26
201 AND OVER 20 percent of actual
parking spaces¹
50 percent of EV capable
spaces1
75 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. Each EVCS shall reduce the number of required capable spaces by the same number.
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 Power Allocation Method
TOTAL NUMBER OF
ACTUAL PARKING
SPACES
MINIMUM
TOTAL kVA @
6.6 kVA
OTHER THAN OFFICE AND
RETAIL TOTAL kVA
REQUIRED IN ANY
COMBINATION OF EV
CAPABLE3,4
LOW POWER LEVEL 2, LEVEL
21, 2
OR DCFC
OFFICE AND RETAIL
TOTAL kVA REQUIRED
IN ANY
COMBINATION OF EV
CAPABLE4,5
LOW POWER LEVEL 2,
LEVEL 21, 2
OR DCFC
1-9 0 0 0
10-25 26.4 26.4 26.4
26-50 52.8 52.8 52.8
51-75 85.8 85.8 85.8
76-100 112.2 112.2 112.2
101-150 165 165 165
151-200 231 231 231
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
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. For Office and Retail buildings the maximum allowed kVA to be utilized for EV capable is 25 percent.
5.106.5.3.6.1 Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the
following configurations:
1. For 20-ampere receptacles, NEMA 6-20R.
2. For 30-ampere receptacles, NEMA 14-30R.
3. For 50-ampere receptacles, NEMA 14-50R.
5.106.5.3.6.2 EV Charger connectors. EV chargers shall be equipped with SAE J1772 with a maximum output
240 Volts AC or SAE J3400 connectors. When using level 2 SAE J3400 connectors, supplied by a 480 V 3-phase
service, at least 20 percent of the EV charger connectors shall be SAE J1772 with a maximum output 240 Volts
AC.
5.106.5.3.6.3 Raceway capacity requirements. To allow for future upgrades to the electrical conductors serving
low power Level 2 charging receptacles, the listed raceway serving such receptacles shall be sized to allow the
installation of a dedicated 208/240-volt 40-ampere branch circuit. Where no raceway is used, the conductors shall
be sized to accommodate a 208/240-volt 40-ampere receptacle.
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.
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
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
5.106.5.3.2.3. 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.
5.106.5.3.2.1 Receptacle configurations. 208/240V EV charging receptacles shall comply with
one of the following configurations:
1. For 20-ampere receptacles, NEMA 6-20R
2. For 30-ampere receptacles, NEMA 14-30R
3. For 50-ampere receptacles, NEMA 14-50R
5.106.5.3.2.2 EV charger connectors. EV chargers shall be equipped with SAE J1772 with a
maximum output 240 Volts AC or SAE J3400 connectors.When using level 2 SAE J3400 SAE
connectors, supplied by a 480 V 3-phase service, at least 20 percent of the EV charger connectors
shall be SAE J1772 with a maximum output 240 Volts AC.
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.
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.
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. Install EVCS at all existing EV
capable spaces, utilizing the existing EV capable allocated power and infrastructure for the total number of
actual parking spaces being added or altered, prior to adding any new EV capable spaces. 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.
GREEN BUILDING PLAN
A-0.04.02
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
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Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
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California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
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2026-03-09
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BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
NOTES (MANDATORY
NONRESIDENTIAL
MEASURE)
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/
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/.
5.303.4 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 5.407 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.
5.303.3.4 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, commercial pre-rinse spray valves shall meet the requirements in the California Plumbing
Code, Section 420.3.
2025 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2
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.
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.
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
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.
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.
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"
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.
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.
SPECIAL LANDSCAPE AREA (SLA). [DSA-SS] An area of the landscape dedicated solely to edible plants, planting
areas used for educational purposes, recreational areas, areas irrigated with recycled water, water features using
recycled water, and where turf provides a playing surface or gathering space.
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.)
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.
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
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
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
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 5.402 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.
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.
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.
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.
GREEN BUILDING PLAN
A-0.04.03
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
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UN
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D
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dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
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California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
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2026-03-09
AR
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BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
NOTES (MANDATORY
NONRESIDENTIAL
MEASURE)
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.
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.
2025 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3
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.
5.504.4 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.
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.
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.
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.
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
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.
5.408.3 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)
GREEN BUILDING PLAN
A-0.04.03
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
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Renewal Date
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DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
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California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
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BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
NOTES (MANDATORY
NONRESIDENTIAL
MEASURE)
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, 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.
[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.
2025 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 4
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] Classrooms and other similar rooms that are used for group instruction shall be equipped with a carbon
dioxide monitor or sensor.
[BSC-CG] Newly constructed projects and qualifying additions and alterations (per scope in Section 301.3) for
University of California, California State University and private school classrooms, lecture and post-secondary
classrooms shall be equipped with a carbon dioxide monitor or sensor.
[DSA-SS, BSC-CG] The carbon dioxide monitor or sensor shall meet 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
exceed 1,100ppm.
4.The monitor or EMCS devices used to measure carbon dioxide levels shall maintain a record of previous data
that includes at least the maximum carbon dioxide concentration measured.
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 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.
5.504.5.1 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
1
4
2
TYP.
3
2
5
12
4
6
7
GROUND LEVELGROUND LEVEL
EXISTING
A-0.05
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
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2
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6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
(E) FIRE SERVICE CONNECTION
FIRE LINE NOTES
(E) FIRE LINE2
11
(E) FIRE SPRINKLERS @ PROJECT LOCATION3
(E) FIRE BACKFLOW4
UNITS ABOVE5
FIRELINE-GROUND LEVEL
SCALE: 1/32" = 1'-0"
FIRELINE-BASEMENT LEVEL
SCALE: 1/32" = 1'-0"
(E) FIRE SERVICE CONNECTION
(E) FIRE BACKFLOW
FIRELINE-DIAGRAM
SCALE: N.T.S.
PROJECT UNIT6
FIRE LINE
BASEMENT / STORAGE7
ALTA SURVEY:
A-1.00
REFERENCE
ONLY
ALTA SURVEY (FOR REFERENCE ONLY)
SCALE: N.T.S.
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
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2
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6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-03-09
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
STORAGE
COMMON
AREA
LOBBY
VACANT
1830 N BRISTOL ST
SANTA ANA, CA 92706
VACANT
1800 N BRISTOL ST.#C
SANTA ANA, CA 92706
VACANT
1800 N BRISTOL ST.
#C-492
SANTA ANA, CA 92706
VACANT
1800 N BRISTOL ST.#B
SANTA ANA, CA 92706
PROPOSED PROJECT
(1 STORY + BASEMENT)
1830 N BRISTOL ST
SANTA ANA, CA 92706
1'
-
7
"
1
1
2
1
3
4
6'-
3
"
10
'
-
0
"
5
6
7
8
1'
-
4
"
3'-5"2'-0"
9
SITE PLAN
A-1.01
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
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A
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a
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C
a
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9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
SITE PLAN
SCALE: 1/32" = 1'-0"
PROPERTY LINE
SITE PLAN NOTES
EASEMENT2
11
DISABLED PARKING3
DISABLED PATH4
DISABLED PARKING SPACE
SCALE: N.T.S.
9'-0" MIN.5'-0" MIN.
NO
PARKING
36"
O
.
C
.
WITHIN THE BLUE
12
"
12
"
INTERNATIONAL SYMBOL
OF ACCESSIBILITY TO BE
36" HIGH & 36" WIDE ON A
BLUE BACKGROUND.
ACCESSIBLE AISLE
THE ACCESS AISLE
IS MARKED BY A BORDER
THAT IS PAINTED BLUE
BORDER, HATCHED
LINES THAT ARE A
MAX. OF 36" O.C. ARE
PAINTED W/ A COLOR
THAT CONTRASTS W/
THE PARKING
SURFACE,PREFERABLY
BLUE OR WHITE
ACCESSIBLE ROUTE
18
'
-
0
"
M
I
N
.
THE WORDS "NO PARKING" ARE
PAINTED ON THE SURFACE WITHIN
EACH ACCESS AISLE IN WHITE LETTERS
A MIN. OF 12 INCHES IN HEIGHT AND
LOCATED TO BE VISIBLE FROM THE
ADJACENT VEHICULAR WAY. ACCESS
AISLE MARKINGS MAY EXTEND BEYOND
THE MINIMUM REQUIRED LENGTH.
60
"
PARKING
ONLY
MINIMUM
FINE $250
VAN ACCESSIBLE
F.F.E.
60" MIN. MEASURED TO
BOTTOM OF SIGN. 80" MIN.
IF LOCATED WITHIN AN
WITHIN AN ACCESSIBLE
ROUTE FROM TOP OF
WALKING SURFACE.
1/2" RADIUS @ BOTTOM SIGN
AREA OF SIGN TO BE A MIN. OF
70 SQ. IN.
WHITE
BLUE BACKGROUND
REFLECTORIZED SIGN
CONSTRUCTED OF PORCELAIN
STEEL W/ BEADED TEXT OR EQUAL.
NOTE:
SIGN TO BE CENTERED AT THE
INTERIOR END OF THE PARKING
SPACE.
11B-502.7.2
A CURB OR WHEEL STOP SHALL BE PROVIDED
IF REQUIRED TO PREVENT ENCROACHMENT OF
VEHICLES OVER THE REQUIRED CLEAR WIDTH OF
ADJACENT ACCESSIBLE ROUTES.
48
"
Mi
n
.
ACCESSIBLE ROUTE
1:10 MAX.
SLOPE
1:10 MAX.
SLOPE
TRUNCATED DOME
DETECTABLE WARNING
SEC 11B-705.1
HANDICAP ACCESS RAMP
DISABLE SIGN
HANDICAP PARKING STALL
48" MIN. PATH OF TRAVEL, 1:20 (5%) MAXIMUM SLOPE IN THE DIRECTION OF
TRAVEL. 1:48 (2%) MAXIMUM CROSS SLOPE.
5
9'
-
0
"
8'
-
0
"
9'
-
0
"
18'-0"
ENLARGED: N.T.S.
PROJECT LOCATION
EXISTING PHOTO
(E) FIRE HYDRANT6
(E) FIRE SERVICE BACKFLOW7
(E) BACKFLOW8
4'
-
0
"
5'
-
0
"
5'
-
0
"
6'-0"4'-0"
(E) FIRE SERVICE PANEL ROOM9
UNIT ADDRESS
A-1.02
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
N
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A
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a
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C
a
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9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-03-09
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
UNIT ADDRESSES
SCALE: N.T.S.
CARL'S JR
1830 N BRISTOL ST
SANTA ANA, CA 92706
TACO BELL
1810 N BRISTOL ST
SANTA ANA, CA 92706
1702 N BRISTOL ST. SUITE #G
SANTA ANA, CA 92706
1702 N BRISTOL ST. SUITE #E
SANTA ANA, CA 92706
1702 N BRISTOL ST. SUITE #G
SANTA ANA, CA 92706
1313 W. 17TH ST.
SANTA ANA, CA 92706
1313 W. 17TH ST., SUITE #C
SANTA ANA, CA 92706
1421 W. 17TH ST.
SANTA ANA, CA 92706
1501 W. 17TH ST.
SANTA ANA, CA 92706
PANDA EXPRESS
1601 W. 17TH ST., UNIT I
SANTA ANA, CA 92706
JAMBA JUICE
1501 W. 17TH ST., UNIT E1
SANTA ANA, CA 92706
SALLY BEAUTY
1501 W. 17TH ST., UNIT A
SANTA ANA, CA 92706
COLD STONE CREAMERY
1601 W. 17TH ST., UNIT F2
SANTA ANA, CA 92706
BRISTOL MARKETPLACE
1601 W. 17TH ST.
SANTA ANA, CA 92706
CVS
1545 W. 17TH ST.
SANTA ANA, CA 92706
SMART & FINAL
1523 W. 17TH ST.
SANTA ANA, CA 92706
TARGET
1601 W. 17TH ST.
SANTA ANA, CA 92706
STORAGE
1850 N BRISTOL ST
SANTA ANA, CA 92706
VACANT
1800 N BRISTOL ST,
SANTA ANA, CA 92706
VACANT
1830 N BRISTOL ST
SANTA ANA, CA 92706
VACANT
1800 N BRISTOL ST.#C
SANTA ANA, CA 92706
VACANT
1800 N BRISTOL ST.#C-492
SANTA ANA, CA 92706
VACANT
1800 N BRISTOL ST.#B
SANTA ANA, CA 92706
1
2
3
4
3
4
5
6
6
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
N
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B
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S
a
n
t
a
A
n
a
,
C
a
.
9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-03-09
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
DEMOLITION PLAN
SCALE: 1/4"=1'-0"
DEMOLITION
A-2.01
0 2 4 10
EXISTING ELECTRICAL PANEL TO REMAIN
PLAN NOTES
11
EXISTING DISCONNECT TO REMAIN2
SAVE AND PROTECT EXISTING TOILET TO REMAIN, CONTRACTOR SHALL REFER TO
SHEET ADA-1.01 IF RESTROOM IS ADA
3
SYMBOLS LEGEND
EXISTING WALL, SAVE AND PROTECT
EXISTING- TO BE DEMOLISHED
SAVE AND PROTECT EXISTING LAVATORY SINK TO REMAIN, CONTRACTOR SHALL
REFER TO SHEET ADA-1.01 IF RESTROOM IS ADA
4
EXISTING ATTIC ACCESS LADDER TO REMAIN5
EXISTING DOOR TO REMAIN6
PLAN
GENERAL NOTES
1.
2.
CONTRACTOR TO VERIFY ALL DIMENSIONS. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE ARCHITECT.
3.
4.
DEMOLITION TRADESMAN SHALL NOT DAMAGE SURROUNDING WALLS, BUILDING PAPER
AND EXISTING WOOD WHEN REMOVING WALLS MARKED FOR DEMOLITION. IT WILL BE THE
RESPONSIBILITY OF THE DEMOLITION CREW TO REPLACE AND REINSTALL ANY DAMAGES
TO THE SATISFACTORY OF THE ARCHITECT FOR ANY DAMAGES DONE.
5.
GENERAL CONTRACTOR SHALL CALL 811 BEFORE ANY DIGGING.
GENERAL CONTRACTOR AND DEMOLITION TRADESMEN SHALL BE RESPONSIBLE FOR ANY
DAMAGES THEY INCUR INCLUDING PIPES, WIRES, STRUCTURAL COMPONENTS, ETC.
6.
GENERAL CONTRACTOR SHALL NOT DISTURB ANY FOUNDATION UNLESS NOTED IN
STRUCTURAL DRAWINGS.
7.
8.
ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT
BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL
DRAINAGE COURSES OR WIND.
STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR
WATER.
FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE
WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS.
ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER.
SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER.
SPILLS MAY NOT BE WASHED IN TO THE DRAINAGE SYSTEM.
EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY
OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES
ON-SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE.
TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A
COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY
WIND.
SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICULAR
TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO
INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL
DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN
OR OTHER MEANS.
ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED
SO AS TO INHIBIT EROSION BY WIND OR WATER.
9.
10.
11.
12.
13.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL
UNDERGROUND UTILITIES, PIPIES, AND STRUCTURES USING ALL AVAILABLE INFORMATION.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO
DAMAGE OF SAID UTILITIES.
IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL NOTIFY
THE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE
ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE SUCH MATERIALS.
DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS
THAT UNKNOWN OBSTRUCTION AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE
BEEN KNOWN DURING DESIGN SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR ALL
NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH INFORMATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATIONS WITH
SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH DEMOLITION OPERATIONS.
CONTRACTOR SHALL NOTIFY THE ARCHITECT 72 HOURS (WEEKENDS AND HOLIDAYS NOT
INCLUDED) PRIOR TO COMMENCEMENT OF WORK, TO COORDINATE PROJECT
OBSERVATION SCHEDULES.
14.
15.
16.
17.
DEMOLITION NOTE:
GENERAL CONTRACTOR SUPERVISOR SHALL ENSURE DEMOLITION PLANS ARE FOLLOWED,
ANY QUESTIONABLE ITEMS OR DISCOVERIES SHALL BE REPORTED TO THE ARCHITECT.
ANY OVER DEMOLITION SHALL BE REPLACED BY THE CONTRACTOR WITHOUT OCCURRING
ADDITIONAL TIME AND COSTS.
GENERAL CONTRACTOR ARE RESPONSIBLE TO HAVE ON-SITE, ANY HAZARDOUS REPORTS,
I.E. LEAD, ABESTOS OR ANY HAZARDOUS MATERIAL REPORTS BEFORE DEMOLITION. ANY
FINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR RESOLVE WITHOUT
OCCURRING EXTRA TIME OR COSTS.
IF ANY HAZARDOUS MATERIALS ARE IDENTIFIED BY SUCH REPORTS, GENERAL
CONTRACTOR SHALL USE ONLY CERTIFIED MITIGATION EXPERTS.
EXISTING FRAME NOTE:
GENERAL CONTRACTOR SHALL IDENTIFY AND REPLACE ANY EXISTING WALL OR FLOORING
DIAPHRAGM, COLUMNS, BEAMS, ETC. OF ANY VISIBLE DAMAGES SUCH AS FIRE, WOOD ROT,
TERMITE DAMAGE OR MOLD. CONTRACTOR SHALL INFORM ARCHITECT OF SUCH DAMAGES
BEFORE PROCEEDING.
IF DURING DEMOLITION, A WALL IS DISCOVERED AS "LOAD BEARING" OR NOT CERTAIN IF
THE WALL IS LOAD BEARING, CONTRACTOR SHALL BRING IT TO THE ATTENTION OF THE
ARCHITECT.
X PLAN NOTES MARK
FE
BREAK AREA
ITSTORAGE OFFICE
RESTROOM
ADA RESTROOM
LOBBY
WAITING
CUBICLE 02CUBICLE 03CUBICLE 04
CUBICLE 09CUBICLE 08CUBICLE 07
101
103104105
108 109 110
111
112 113 114
115
116
CUBICLE 05
106
CUBICLE 06
107
CUBICLE 01
102
11
TYP.
2
13
4
5
6
7
6
7
8
FIN-01
FIN-03 FIN-01FIN-01
FIN-02
FIN-02
FIN-01
5'
-
2
"
7'
-
9
"
7'-3"
15
'
-
3
"
12'-11"12'-6"6'-4"
6'-0"
CLR.
EXISTING
A-1A-01 A-02 A-03
4'-10"7'-4"
3'
-
5
"
9
10
A
12' X 9'
12' X 9'12' X 9'12' X 9'12' X 9'
12' X 9'12' X 9'12' X 9'12' X 9'
A-04
A-6.01
1
A-2
A-2
A-2
11
11
12
12
13
FIN-01
FIN-01
FIN-01
REFER TO
ACCENT WALL
REFER TO ACCENT
WALL DIAGRAM
REFER TO
ACCENT WALL
REFER TO ACCENT
WALL DIAGRAM
FIN-01
REFER TO
ACCENT WALL
14
DIAGRAM
DIAGRAM
DIAGRAM
12
'
-
3
"
31'-10"
15
'
-
0
"
8'-1
1
"
1'
-
1
"
44" CLEAR PATHWAY
44" CLEAR PATHWAY
EXIT TO
EXIT TO LOBBY
45'-11"
7'-
8
"
8'
-
1
"
(E) 12'-10"
PARKING LOT
(E)
2
3
'
-
3
"
(E
)
2
0
'
-
5
"
(E) 26'-0"
(E
)
4
0
'
-
0
"
(E
)
2
'
-
3
"
(E
)
4
'
-
2
"
(E
)
5
0
'
-
5
"
(E) 51'-6"
EXIT
ER
U
U
12
"
M
A
X
.
REFER TO SITE PLAN
28
'
-
8
"
8'-9"
LONGEST LENGTH OF PATH: 90'-4"
LONGEST LENGTH OF PATH: 69'-1"EXIT
ER 12"
M
A
X
.
(E) 4'-4"(E) 4'-5"
(E)
1
0
'
-
1
1
"
(E
)
2
4
'
-
5
"
(E) 3684 EXIT DOOR
3684
368036803680
5'-0"
7'
-
0
"
7'
-
0
"
30"
48"
1'
-
8
"
A-1
101
#
FLOOR & EXIT PLAN
SCALE: 1/4"=1'-0"
FLOOR PLAN,
A-3.01.01
PLUMBING FIXTURES
PER 2025 CA PLUMBING CODE TABLE 422.1
EXIT PLAN,
OCCUPANCY
CALCULATION
ROOM SF
AREA
USE
LOBBY & WAITING 451 ASSEMBLY
102 CUBICLE 01 108 BUSINESS AREA
TOTAL 2,100 sf (NET)
OFFICE OCCUPANCY CALCULATION
15 NET
150 GROSS
FACTOR
LOAD
PER 2025 CA BUILDING TABLE 1004.5
OCCUPANCY
30
1
MAX.
MAX OCCUPANCY 55
55
TOTAL AREA (NET) :3,002 SF
TOTAL OCCUPANTS: 55
CPC SEC. 422.1- RESTROOM IS SERVING ALL GENDERS
ALL GENDER TOILETS
REQUIRED PROVIDED
ALL GENDER LAVATORIES
1
1
2
2
TYPE OF OCCUPANCY: B (BUSINESS: OFFICE)
UNCONCENTRATED
103 CUBICLE 02 BUSINESS AREA 1
104 CUBICLE 03 BUSINESS AREA 1
105 CUBICLE 04 1
106 CUBICLE 05 1
107 CUBICLE 06 1
108 1
109 1
111 BREAK AREA 156 ASSEMBLY 15 NET 11
112 STORAGE 178 STORAGE 300 GROSS 1
113 IT ROOM 88 ACCESSORY 300 GROSS 1
114 RIC OFFICE 153 BUSINESS AREA 150 GROSS 1
115 RESTROOM 51 OTHER ~1
116 ADA RESTROOM 51 OTHER ~1
BUSINESS AREA
BUSINESS AREA
BUSINESS AREA
150 GROSS
150 GROSS
150 GROSS
150 GROSS
150 GROSS
UNCONCENTRATED
108
108
108
108
108
COMMON PATH OF TRAVEL, 44" CLEAR PATHWAY
PLAN NOTES
EGRESS GENERAL NOTES
1.
2.CONTRACTOR SHALL AFFIX AN ACCESSIBLE ILLUMINATED ENTRANCE/EXIT SIGN
3.CONTRACTOR SHALL POST THE OCCUPANT LOAD OF THE ROOM OR SPACE IN A
CONTINUOUS SPACE , NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FORM THE ROOM
OR SPACE, FOR THE INTENDED CONFIGURATIONS. POSTED SIGNS SHALL BE OF AN
APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR
THE OWNER'S AUTHORIZED AGENT.
4.THE MEANS OF EGRESS SERVING A ROOM OR SPACE SHALL BE ILLUMINATED AT ALL TIMES
THAT THE ROOM OR SPACE IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL
SHALL BE NOT LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE.
5.DOORS OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE REQUIRED
WIDTH TO LESS THAN ONE HALF DURING THE COURSE OF THE SWING.
6.COMBUSTIBLE DEBRIS SHALL NOT BE ACCUMULATED WITHIN BUILDINGS. COMBUSTIBLE
DEBRIS, RUBBISH, AND WASTE MATERIAL SHALL BE REMOVED FROM BUILDINGS AT THE END
OF EACH SHIFT OF WORK. (CFC 3304.2.4)
7.MATERIALS SUSCEPTIBLE TO SPONTANEOUS IGNITION, SUCH AS OILY RAGS, SHALL BE
STORED IN A LISTED DISPOSAL CONTAINER. (CFC 3304.2.4)
8.NO THUMB TURN LOCKS PERMITTED
11
CUBICLE 07
CUBICLE 08
BUSINESS AREA 150 GROSS108
BUSINESS AREA 150 GROSS108
110 CUBICLE 09 BUSINESS AREA 150 GROSS108
AREA
EXISTING STRUCTURAL COLUMN, SAVE AND PROTECT2
OCCUPANCY: B
MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE WITH SPRINKLER HEAD = 100'
EGRESS (SEC. 1006.2.1)
EGRESS LONGEST PATH OF TRAVEL, REFER TO EGRESS NOTE3
SYMBOLS LEGEND
EXISTING WALL
PROPOSED WALL
PROPOSED CUSTOM 78" HT. CUBICLE, REFER TO SHT. A-6.01
EXISTING DISCONNECT4
EXISTING ELECTRICAL PANEL5
(N) AMERICAN STANDARD ADA BATHROOM SINK, DECORUM 21" X 20-1/4"
WALL HUNG EVERCLEAN SINK W/ CENTER HOLE, COLOR: WHITE MODEL #:
9134001EC.020. ADA STANDARDS, REFER TO SHEET ADA-1.01
6
(N) AMERICAN STANDARD 1.28 GPF ULTIMA SELECTRONIC EXPOSED TOILET FLUSH VALVE.
MODEL#: 6247121.002
7
GENERAL NOTES, CON'T
10.
11.
GENERAL CONTRACTOR SHALL COORDINATE WITH THE EQUIPMENT & DRYWALL
INSTALLERS TO INSURE THAT ALL ELECTRICAL WIRING, WATER LINES AND
REFRIGERATION'S LINES HAVE BEEN INSTALLED PROPERLY, ON ALL EQUIPMENT, PRIOR TO
THE HANGING OF ANY DRYWALL. (SEE THE PROJECT MANAGER FOR ANY EQUIPMENT
LOCATION CLARIFICATIONS)
12.
13.
SAVE AND PROTECT ACOUSTICAL CEILINGS AND RUNNERS, U.N.O.
14.
CONTRACTOR TO PROVIDE TACTILE SIGNAGE AT RESTROOM PER ADA REQUIREMENTS.
15.
16.
RESTROOM WALLS TO BE SEMI-GLOSS, U.N.O.
FINISH AT ALL DIFFUSERS, ACCESS PANELS, ETC. TO MATCH SURFACE THEY OCCUR ON. U.N.O.
ALL FLOORING MATERIAL TRANSITIONS ARE TO BE CENTERED UNDERNEATH DOOR.
VINYL COMPOSITION OR LUXURY VINYL TILES:
A. RESTROOMS, STORAGE AND KITCHENETTE AREAS SHALL BE WATER AND SLIP RESISTANT
FLOORING NOTES
A. PREMISE HAS AN EXISTING CONCRETE FLOOR SLAB, CONTRACTOR SHALL FLASH PATCH
EXISTING SLAB AS REQUIRED TO BE READY TO RECEIVE NEW FINISH FLOORING.
NOTE: ALL WINDOWS SHALL BE FIXED, AND THE EXTERIOR DOORS SHALL BE
SELF-CLOSING AND RODENT PROOFED.
CABINET CASES, EQUIP. CURBS, TOE-KICKS AND EQUIP. THAT
IS DESIGNED TO BE SEALED TO THE FLOOR ARE REQUIRED TO HAVE AN
APPROVED TILE COVED BASE AROUND ALL EXPOSED
SIDES.
DO NOT APPLY ANY METAL BASEBOARD TO ANY OTHER METAL MATERIALS, ESPECIALLY
AROUND EQUIPMENTS. WHEN SUCH CONDITIONS EXISTS, MATCH FLOOR MATERIAL AND
REFER TO FLOORING NOTES BELOW.
A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR
ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE
IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND.
EXISTING ATTIC ACCESS LADDER, SAVE AND PROTECT8
FINISH PLAN LEGEND
SYMBOL DESCRIPTION
FIN-01 PRIVATE OFFICE, INTERIOR WALLS, HALLWAY & KITCHEN/ STORAGE AREA:
FLOOR:
IMMORTALS SLIP RETARDANT LVT FLOORING BY DIAMOND LIVING, OR
APPROVED EQUAL, SUBJECT TO USCG APPROVAL. LVT FLOORS SHALL BE 100%
WATERPROOF THROUGHOUT. FLOORS SHALL BE LEVELED PRIOR TO INSTALL.
PRODUCT: 7-1/4" X 48" DRY BACK PLANK, HYPNOS #IM469HY-PYY (415038)
BASE:
4" BASE, REFER TO FLOORING NOTES ABOVE.
WALL:
PRIME AND PAINT SMOOTH, 2 COATS ON GYP., SAND DOWN AND SMOOTH OUT
EXISTING PAINT.
COLOR: PURE WHITE #SW7005 SHEEN: SATIN, BY SHERWIN-WILLIAMS, OR
APPROVED EQUAL, SUBJECT TO USCG APPROVAL.
CEILING:
USE EXISTING CEILING: CONTRACTOR SHALL VERIFY IF CEILING MEETS HEALTH
REQUIREMENTS. REPLACE MISSING OR DAMAGED TILES W/ ARMSTRONG FINE
FISSURED TEGULAR #1732 WHITE, REFER TO RCP NOTES, SHT. A-5.01.
FIN-02
FIN-03 IT AREA:
FLOOR:
IMMORTALS SLIP RETARDANT LVT FLOORING BY DIAMOND LIVING, OR APPROVED
EQUAL. SUBJECT TO USCG APPROVAL. LVT FLOORS SHALL BE 100%
WATERPROOF THROUGHOUT. FLOORS SHALL BE LEVELED PRIOR TO INSTALL.
PRODUCT: 7-1/4" X 48" DRY BACK PLANK, HYPNOS #IM469HY-PYY (415038)
BASE:
4" BASE, REFER TO FLOORING NOTES ABOVE.
WALL:
PRIME AND PAINT SMOOTH, 2 COATS ON GYP. SAND DOWN AND SMOOTH OUT EX.
PAINT. COLOR: PURE WHITE #SW7005, SHEEN: SATIN OR APPROVED EQUAL.
SUBJECT TO USCG APROVAL.
CEILING:
USE EXISTING CEILING: CONTRACTOR SHALL VERIFY IF THE CEILING MEETS
HEALTH REQUIREMENTS. CONTRACTOR SHALL PAINT WITH ANTISTATIC PAINT,
ANTI-DUST, BY ANTISTATIC INDUSTRIES, COLOR: WHITE
FINISH: LOW SHEEN MATTE, OR APPROVED EQUAL. SUBJECT TO USCG APPROVAL.
SAVE AND PROTECT EXISTING HVAC DROP BOXES DUCTINGS, DIFFUSERS
AND AIR INTAKES.
COVED BASE:
A. MINIMUM 4 INCHES HIGH WITH A 3/8 INCH MINIMUM RADIUS COVE.
B. TYPES:
1.) VINYL, RUBBER, OR METAL TOPSET;
a) VINYL AND RUBBER TOPSET: MAY ONLY BE USED IN COMMON AREAS, WAITING AREA, AND
STOREROOMS IN WHICH ALL PRODUCT IS IN ITS ORIGINAL SHIPPING CONTAINER.
b) METAL TOPSET MAY BE USED IN LIEU OF CONTINUOUSLY COVED FLOORING ONLY
AGAINST METAL METAL WALLS OR EQUIPMENT. THE TOPSET AND WALL OR EQUIPMENT MUST
BE THE SAME TYPE OF METAL, I.E., ALUMINUM TOPSET ON ALUMINUM WALL.
RESTROOM AREA:
FLOOR:
IMMORTALS SLIP RETARDANT LVT FLOORING BY DIAMOND LIVING, OR APPROVED
EQUAL. SUBJECT TO USCG APPROVAL. LVT FLOORS SHALL BE 100%
WATERPROOF THROUGHOUT. FLOORS SHALL BE LEVELED PRIOR TO INSTALL.
PRODUCT: 7-1/4" X 48" DRY BACK PLANK, HYPNOS #IM469HY-PYY (415038)
BASE:
4" BASE, REFER TO FLOORING NOTES ABOVE. REFER TO SHT ADA-1.01
WALL:
PRIME AND PAINT SMOOTH, 2 COATS ON GYP., SAND DOWN AND SMOOTH OUT
EXISTING PAINT.
COLOR: PURE WHITE SW#7005 SHEEN: SATIN, BY SHERWIN-WILLIAMS, OR
APPROVED EQUAL, SUBJECT TO USCG APPROVAL.
CEILING:
(E) GYP. REFER TO REFLECTIVE CEILING PLAN FOR MORE INFORMATION.
ELECTRIC DISCHARGE FLOORING:
A. ALL ELECTRIC DISCHARGE (STATIC) TILES SHALL BE BE ADHERE WITH S-202 STATIC TILE
ADHESIVE, BY AHF PRODUCTS. ADHESIVE HAS A CANCER CAUSING AGENT, CONTRACTOR
SHALL TAKE MITIGATED PROCEDURES INCLUDING PROVIDING APPROPRIATE VENTILATION
WHEN APPLYING ADHESIVE. REFER TO MANUFACTURER'S INSTALLATION RECOMMENDATIONS
FOR ADDITIONAL INFORMATION.
9.CONTRACTOR TO VERIFY ALL DIMENSIONS. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPORT ANY DISCREPANCIES TO DAVID KE | DESIGN COLLABORATIVE
STUDIO.
WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN
CBC T-803.3.
17.
A-1
A-01 DOOR MARK, REFER TO DOOR SCHEDULE, SHT. A-4.01
WINDOW MARK, REFER TO WINDOW SCHEDULE, SHT. A-4.01
ADA ACCESSIBLE COUNTER, W/ S.S. KITCHEN SINK, REFER TO DET.12, SHT ADA-1.019
COUNTER AND UPPERS, COUNTER TO BE GLACIER QUARTZ10
FE 2A 10-B:C PORTABLE FIRE EXTINGUISHER
INTERIOR ELEVATION
SCALE: 3/8"=1'-0"
A
FLOOR SHALL BE LEVELED PRIOR TO INSTALLING NEW FLOORING. ALL
FLOORING COLOR SHALL BE SENT TO USCG APPROVAL PRIOR TO
PURCHASING.
CONTRACTOR SHALL SUBMIT SAMPLE / LITERATURE FOR THE WINDOW
BLINDS; SUBJECT TO USCG APROVAL.
(N) LAVEX 34 FL. OZ. WHITE MANUAL FOAMING SOAP/ SANITIZER DISPENSER11
(N) LAVEX TRANSLUCENT BLACK AUTOMATIC PAPER TOWEL DISPENSER W/ MOTION
SENSOR.
12
(N) AMERICAN SPECIALTIES, INC. 18'X 30" PLATE GLASS MIRROR W/ STAINLESS STEEL
INTER-LOK ANGLE FRAME. MODEL #: 96106001830
13
ACCENT WALL DIAGRAM
FOR LOBBY AND COMMON AREAS, LOWER HALF OF WALL FROM FLOOR TO
APPROXIMATLY 36" UP THE WALL TO THE BOTTOM OF THE CHAIR RAIL:
COLOR: PURE WHITE #SW7005, SMOOTH SATIIN FINISHUPPER WALL
COLOR: PURE WHITE #SW7005, SMOOTH SATIIN FINISHCHAIR RAIL
COLOR: FRANK BLUE #SW6967, SMOOTH SATIIN FINISHLOWER WALL
REFRIGERATOR SHALL BE A STANDARD 36" WIDE W/ ICEAND FILTERED WATER. THE
FREEZER CAN BE BELOW OR ABOVE.
14
36"
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
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C
T
UN
I
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D
S
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A
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dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
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C
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California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
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E
C
T
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:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
QUAD WAO ROUGH-IN (DBL GANG JUNCTION BOX W/ SINGLE GANG DRYWALL
RING 1.25" CONDUIT FROM JUNCTION BOX TO CEILING SPACE)
WIRELESS ACCESS POINT CABLING, NO ROUGH-ON REQUIRED
EXIT TACTILE SIGN: EXIT. REFER TO DET. 8, SHT. ADA-1.01
ER TACTILE SIGN: EXIT ROUTE. REFER TO DET. 8, SHT. ADA-1.01
1
1
1
1
UNISEX RESTROOM SIGN
U TACTILE SIGN: UNISEX RESTROOM WALL SIGNAGE. REFER TO DET. 3, SHT. ADA-1.01
1
1
1
1
1
1
1
PROPOSED CUSTOM FULL HT. CUBICLE, REFER TO SHT. A-6.01
1/2" THK. CDX PLYWOOD SHEATHING W/ #8 SCREWS- 6" @BOUNDARY & 12" @
FIELD. WALLS WITH PLYWOOD SHALL HAVE 5/8" DIA. X4" SIMPSON TITEN
ANCHORS @48" O.C. MAX.
1
1 1 1 1
11
2
2
2
2
FE
BREAK AREA
ITSTORAGE OFFICE
RESTROOM
ADA RESTROOM
LOBBY
WAITING
CUBICLE 02CUBICLE 03CUBICLE 04
CUBICLE 09CUBICLE 08CUBICLE 07
101
103104105
108 109 110
111
112 113 114
115
116
CUBICLE 05
106
CUBICLE 06
107
CUBICLE 01
102
12' X 9'
12' X 9'12' X 9'12' X 9'12' X 9'
12' X 9'12' X 9'12' X 9'12' X 9'
(E) LOBBY
(E) OFFICE SPACE
(E) BREAKROOM (E) STORAGE
(E) RESTROOM
(E) RESTROOM
PROPOSED FLOOR PLAN
SCALE: 3/16"=1'-0"
COMPARATIVE
A-3.01.02
FLOOR PLANS:
EXISTING VS.
PROPOSED
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
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D
S
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A
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dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
EXISTING FLOOR PLAN
SCALE: 3/16"=1'-0"
SCHEDULE:
A-4.01
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
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.
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9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
DOORS & WINDOWS
SYMBOL TYPE SIZE MATERIAL
WINDOW SCHEDULE
PICTURE WINDOW W/ TEMPERED
6060
NOTES
- DIMENSIONS ON WINDOW SCHEDULE SHOW CLEAR OPENING REQUIRED. GENERAL CONTRACTOR TO DETERMINE ROUGH OPENING DIMENSIONS.
FIBERGLASS
REMARKSMANUFACTURER
MILGARDA-1 INSTALL PER MANUFACTURER'S SPECIFICATIONS
SERIES/ MODEL
C650 ULTRA SERIES
NOTES
- DIMENSIONS ON DOOR SCHEDULE SHOW CLEAR OPENING REQUIRED. GENERAL CONTRACTOR TO DETERMINE ROUGH OPENING DIMENSIONS.
EXTERIOR METAL DOORS TO BE GALVANIZED AND INSULATED, U.N.O1.
DOOR SCHEDULE NOTES
DOOR AND HARDWARE NOTES:
HOLLOW METAL JAMBS IN MASONRY TO BE GROUTED SOLID.2.
ALL DOORS WITH LOCKING HARDWARE, INCLUDING ALL CIPHER LOCKS AND
STOREFRONT DOORS, WILL HAVE A SCHLAGE EVEREST C-123 REMOVABLE
CORE, PROVIDED BY THE GENERAL CONTRACTOR/ SUB. COORDINATE
PERMANENT CORE/ KEYING MANUFACTURER AND INSTALLATION WITH
ARCHITECT. PERMANENT CORE/ KEYING INCLUDED IN BID KEYING ALLOWANCE.
CONSTRUCTION CORES BY GENERAL CONTRACTOR.
3.
MOUNT CLOSER ON PULL SIDE.4.
DOORS NOT HAVING PANIC HARDWARE SHALL HAVE EVER LEVER TYPE DOOR
HANDLES.
5.
ALL DOOR HARDWARE TO MEET ADA ACCESSIBILITY GUIDELINES.
HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES,
LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE
A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE
TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE,
HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES (863MM) AND 44 INCHES
(1117 MM) ABOVE THE FLOOR. LATCHING AND LOCKING DOORS ARE HAND
OPERATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE BY
LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, U-SHAPE
HANDLES, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED
EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (2022 CBC
11B-404.2.7)
6.
PROVIDE KNURLED HARDWARE FOR HC ACCESSIBILITY COMPLIANCE TO DOORS.7.
DOOR THRESHOLD SHALL NOT EXCEED 1/2" WITH BEVELED SLOPE NOT MORE
THAN 1:2 FOR THE UPPER 1/4" (2022 CBC 11B-303.3)
8.
BR DOOR, FRAME AND HARDWARE FURNISHED AND INSTALLED BY SECURITY
VENDOR. GENERAL CONTRACTOR TO PAINT DOOR AND FRAME AND FURNISH
AND INSTALL KICK PLATES.
9.
GENERAL CONTRACTOR TO PROVIDE ALL KEYS AT TURNOVER.10.
GENERAL CONTRACTOR TO PROVIDE CYLINDERS FOR ALL KEY SWITCH OVERRIDES.11.
DOOR CLOSING SPEED SHALL COMPLY WITH 2022 CBC 11B-404.2.8.12.
EGRESS DOORS SHALL BE READILY OPEN FROM THE EGRESS SIDE WITHOUT
THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE
(2022 CBC 1010.1.9)
13.
WHERE KEY-OPERATED LOCKING DEVICES ARE USED ON MAIN EXTERIOR DOOR
OR DOORS, POST A SIGN ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR
WITH 1 INCH LETTERING STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN
THIS SPACE IS OCCUPIED." (1010.1.9.3 (2.(2.2))
14.
BR DOOR SUPPLIED BY BULLET GLASS VENDOR. MOUNT CLOSER ON PULL SIDE.15.
REFER TO MECHANICAL PLANS FOR DOORS THAT NEED TO BE UNDERCUT.16.
COORDINATE PERMANENT CORE/ KEYING MANUFACTURER AND INSTALLATION
WITH ARCHITECT. CONSTRUCTION CORES BY GENERAL CONYTRACTOR.
17.
REFER TO HARDWARE SPECIFICATIONS FOR CLOSER MOUNTING LOCATIONS.18.
SYMBOL DESCRIPTION SIZE MANUFACTURER
DOOR SCHEDULE
3680
REMARKSTYPE
RIGHT HAND
HARDWARE
A-01 INSTALL PER MANUFACTURER'S SPECIFICATIONSJELD WENAUTHENTIC WOOD INTERIOR DOOR: PRIMED
1501 GLASS PANEL
HARDWARE: DELFAYO LEVER
KEYED ENTRY LOCK
A-02 INSTALL PER MANUFACTURER'S SPECIFICATIONS
A-03 INSTALL PER MANUFACTURER'S SPECIFICATIONS
GLAZING
SWING-IN
3680 RIGHT HAND JELD WENAUTHENTIC WOOD INTERIOR DOOR: PRIMED
1501 GLASS PANEL SWING-IN
3680 RIGHT HAND JELD WENAUTHENTIC WOOD INTERIOR DOOR: PRIMED
1501 GLASS PANEL SWING-IN
HARDWARE: DELFAYO LEVER
KEYED ENTRY LOCK
HARDWARE: DELFAYO LEVER
KEYED ENTRY LOCK
A-04 INSTALL PER MANUFACTURER'S SPECIFICATIONS3684STOREFRONT DOOR
REFER TO STOREFRONT DOOR NOTES BELOW
QUESTIONS ON MAIN ENTRY LOCK HARDWARE AND KEY FOBS SHOULD BE COORDINATED THROUGH THE AES SECURITY SYSTEM POINT OF CONTACT. USCG REQUEST
THAT 1 KEY FOB FOR EACH RECRUITER ASSIGNED TO THE OFFICE:
1.THE MAIN ENTRANCE OF THE OFFICE NEEDS TO HAVE AN ELECTRONIC LOCK THAT HAS PROVISIONS FOR EGRESS THAT COMPLY WITH FIRE REGULATIONS. EXIT TYPE
SHALL BE OF THE CRASH BAR OR PADDLE PUSH TO EXIT TYPE. LOCK NEEDS TO BE 12 OR 24 VOLTS DC.
2.INSTALLATION OF A WIRELESS RECEIVER WITH WIRELESS SINGLE CHANNEL BUTTONS THAT WILL BE USED TO UNLOCK THE DOOR. ONE BUTTON SHALL BE PROVIDED
FOR EACH RECRUITER'S OFFICE. RECEIVER PART NUMBER SECO SK-910RBQ OR EQUIVALENT, 1 CHANNEL TRANSMITTER SECO SK-919TP1H OR EQUIVALENT.
3.INSTALLATION OF A POWER SUPPLY WITH BATTERY BACK-UP TO POWER THE LOCKS AND WIRELESS BUTTON RECEIVER. ALTRONIX PART NUMBER AL600ULX OR
EQUIVALENT WITH 12 VDC 7 AH BATTERY(S) YOU WOULD NEED 2 BATTERIES OF A 24 VDC LOCK IS USED, ONE IF 12 VDC LOCK IS USED.
4.THE POWER SUPPLY IS TYPICALLY INSTALLED IN A ELECTRICAL ROOM OR ABOVE THE DROP CEILING. THE RECEIVER SHOULD BE INSTALLED WITH THE POWER
SUPPLY, IF IT IS IN THE ENCLOSURE THE ANTENNA WIRE NEEDS TO BE OUTSIDE THE BOX. THE NEGATIVE FROM THE LOCK CONNECTS DIRECTLY TO NEGATIVE ON
THE POWER SUPPLY THE POSITIVE WIRES THROUGH COMMON AND NORMALLY CLOSED (NC) TERMINALS ON THE RECEIVER RELAY. IN THIS CONFIGURATION, THE
LOCK IS NORMALLY SURE AND ONLY UNLOCKS FOR A FEW SECONDS WHEN A BUTTON IS PUSHED.
ANY QUESTIONS REGARDING THE LOCK INSTALLATION SHALL BE DIRECTED TO THE SECURITY COMPANY THAT WILL BE INSTALLING OFFICE SECURITY SYSTEMS.
STOREFRONT DOOR NOTES
3636 FIBERGLASS MILGARDA-2 INSTALL PER MANUFACTURER'S SPECIFICATIONSC650 ULTRA SERIESGLAZING
KAWNEERLEFT HAND
SWING-OUT
HARDWARE: EXTERIOR PULLS
REFER TO STOREFRONT NOTE
INTERIOR: CONCEALED ROD
PANIC HARDWARE BY KAWNEER
#KAWNEER 1686
REFER TO DET.#3, SHT. AD-2.01
FEFE
PROPOSED
SCALE: 3/16"=1'-0"
REFLECTED
A-5.01
CEILING
PLAN
0 2 4 10
SYMBOL LEGEND
EXISTING AIR OUTPUT, SAVE AND PROTECT
CONSTRUCTION NOTES
EXISTING T-BAR CEILING GRID, SAVE AND PROTECT, ADJUST AS
ATTIC ACCESS, SAVE AND PROTECT
EXISTING BATHROOM LIGHTING, SAVE AND PROTECT
NOTES
A.TELEPHONE, DATA, AND CATV OUTLETS SHALL HOMERUN TO
THE ASSOCIATED BUILDING SECTION TELEPHONE BACKBOARD.
B.VERIFY EXACT MOUNTING LOCATION AND HEIGHTS OF ALL
COUNTERTOP WIRING DEVICES W/ OWNER'S REP. PRIOR TO
ROUGH-INS.
C.ALL KITCHEN COUNTER RECEPTACLES SHALL BE GFCI
PROTECTED.
D.ALL EXTERIOR RECEPTACLES SHALL BE GFCI PROTECTED.
E.ALL BATHROOM RECEPTACLES SHAL BE GFCI PROTECTED.
F.ALL LAUNDRY RECEPTACLES SHALL BE GFCI PROTECTED.
G.ANY RECEPTACLES ANY ANY SINKS SHALL BE GFCI
PROTECTED.
H.ALL RECEPTACLES SHALL BE TAMPER RESISTANT.
I.INTERCONNECT ALL SMOKE DETECTORS.
3
2
1
EXISTING BATHROOM VENT, SAVE AND PROTECT
EXISTING LIGHTING, TO BE REMOVE
NECESSARY
RCP NOTES
SAVE AND PROTECT EXISTING T-BAR GRID, REFRESH PAINT. COLOR:
WHITE SNOW #SW 9541, BY SHERWIN WILLIAMS OR USCG APPROVED
EQUAL.
REPLACE EXISTING CEILING TILES WITH 24" X 48" X 5/8" FINE
FISSURED. MEDIUM TEXTURE. 15/16" ANGLED TEGULAR BY
ARMSTRONG, ITEM # 1733 OR USCG APPROVED EQUAL. CEILING
TILES SHALL BE UL CLASSIFIED, CLASS A FIRE RATING. ASTM E1264
CLASSIFICATION. USE UL CERTIFIED ASSEMBLIES. FACTORY APPLIED
LATEX PAINT" WHITE (WH).
SAVE AND PROTECT HVAC DUCTING, CLEAN AND REFRESH ALL
GRILLS, REPLACE WHEN NECESSARY. FINAL APPROVAL BY USCG.
ADJUST PLACEMENT IF NECESSSARY IF CONFLICTING WITH INTERIOR
WALLS.
SAVE AND PROTECT RESTROOM VENTING, ATTIC ACCESS LADDER,
AND ATTIC ACCESS HATCH.
REPLACE EXISTING LIGHT FIXTURES WITH 2 X 4 LED FLAT EDGE LIT
PANEL, RECESSED SUSPENDED/ SURFACE BY COOPER LIGHTING
SOLUTIONS. ITEM # 24FP, SERIES: METALUX 24FP LED OR USCG
APPROVED EQUAL.
1.
2.
PROPOSED LED FLAT EDGE PANEL LIGHTING FIXTURE, BY
COOPER LIGHTING SOLUTIONS, SEE NOTE BELOW.
EXISTING LIGHTING, TO BE REPLACED WITH LED FLAT
EDGE PANEL LIGHTING FIXTURE, BY COOPER. SEE
NOTE BELOW.
3.
4.
5.
3" RECESSED LED, SUBJECT TO USCG APPROVAL
CEILING FAN, REFER TO AS-1.01 FOR SAMPLE
SUBJECT TO USCG APPROVAL.
EXISTING CEILING TILES SHALL REMAIN ONLY IN GOOD REPAIR, IF ANY
CEILING TILES NEEDS TO BE REPLACED AND THE COLOR WILL NOT
MATCH, ALL TILES SHALL BE REPLACED.CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
N
.
B
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S
a
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t
a
A
n
a
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C
a
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9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
EXISTING CELING LAYOUT DEMOLITION
SCALE: 3/16"=1'-0"0 2 4 10
REFLECTED CEILING PLAN:REFLECTED CEILING PLAN:
1
2
2'
-
6
"
SI
L
L
H
E
I
G
H
T
78
"
(E
)
9
'
-
0
"
34
+/
-
(E
)
3
'
-
0
"
+/
-
5
6 7
8
9
(E
)
1
2
'
-
0
"
+/
-
AD-3.01
2
AD-1.01
3
AD-1.01
10,11,12
AD-3.01
4
AD-3.01
2
AD-3.01
5
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
N
.
B
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o
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S
t
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e
e
t
,
S
a
n
t
a
A
n
a
,
C
a
.
9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
SECTION: CUBICLE
SCALE: 3/4"=1'-0"
A-6.01
SECTION
SECTION NOTES
WALL BEYOND
PICTURE WINDOW, PER PLAN2
1
WINDOW BLINDS, CONTRACTOR SHALL SUBMIT SAMPLES FOR3
USCG APPROVAL
ALL PARTITION WALLS ARE 78" HIGH. CENTER WALL BETWEEN
CUBICLE 2 THROUGH 9 SHALL BE FLOOR TO CEILING, APPROX.
18'-0" TO BE ABLE TO INSTALL CONDUIT TO THE CUBICLES.
4
(E) T-BAR CEILING5
INTERSTITIAL SPACE6
(E) ROOFING7
8 LATERAL BRACING: 1/2" THK. CDX PLYWOOD SHEATHING W/ #8
SCREWS- 6" @BOUNDARY & 12" @ FIELD. WALLS WITH PLYWOOD
SHALL HAVE 5/8" DIA. X4" SIMPSON TITEN ANCHORS @48" O.C. MAX.
(WHERE OCCURS, PER FLOOR PLAN)
4" HT. BASE9
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
0
N
.
B
r
i
s
t
o
l
S
t
r
e
e
t
,
S
a
n
t
a
A
n
a
,
C
a
.
9
2
7
0
6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
4 ADA-1.01
ACCESSIBILITY
DETAILS
GRAB BARS
SCALE: 3"=1'-0"
NOTES:
1.GRAB BARS IS ACCESSIBLE TOILET OR BATHING FACILITIES SHALL COMPLY.
2.GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM
ABOVE THE FLOOR MEASURED TO THE TOP OF THE GRIPING SURFACE.
3.GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE
OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES.
4.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
5.GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT
THE LOCATIONS SPECIFIED IN THIS STANDARD AND DOES NOT OBSTRUCT THE CLEAR FLOOR
SPACE.
6.STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS
USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT
ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE.
1-
1
/
4
"
-
2
"
4-4.8 PERIMETER
SIZE OF GRAB BARS
CLEAR FLOOR OR GROUND SPACE
SCALE: 3/8"=1'-0"
30
"
M
I
N
.
48" MIN.
NOTES:
1. DOORS ARE NOT PERMITTED TO SWING INTO CLEAR FLOOR
SPACE, UNLESS OTHERWISE SPECIFIED.
2. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND
SPACE SHALL COMPLY WITH FLOOR AND GROUND SURFACES.
CHANGES IN LEVEL ARE NOT PERMITTED.
3. ONE FULL UNOBSTRUCTED SIDE OF CLEAR FLOOR OR GROUND
SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN AN
ANOTHER CLEAR FLOOR SPACE. CLEAR FLOOR SPACE OR
GROUND SPACE MAY OVERLAP AN ACCESSIBLE ROUTE, UNLESS
OTHERWISE PROHIBITED.
60" MIN.
CLEAR FLOOR OR
GROUND SPACE
CIRCULAR TURNING SPACE
60" MIN.
36
"
M
I
N
.
60
"
M
I
N
.
36" MIN.
12" MIN.12" MIN.
24
"
M
I
N
.
T-SHAPED TURNING SPACE
NOTES:
1. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES,
2. EACH ARM OF THE T-SHAPED SPACE SHALL BE CLEAR OR OBSTRUCTION 12" MINIMUM IN EACH
DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MINIMUM. THE SPACE
SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE ONLY AT THE END OF EITHER
THE BASE OR ONE ARM.
ACCESSIBILTY: TURNING SPACE/
11ACCESSIBILITY: DINING AND WORK SURFACES
SCALE: 3/8"=1'-0"
36" MIN.
1. WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT
LEAST 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT THE DINING
FORWARD APPROACH (PLAN)
SURFACES SHALL COMPLY. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED FOR USE
BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY.
2. DINING SURFACES AND WORK SURFACES REQUIRED TO COMPLY SHALL BE DISPERSED
THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING SURFACES AND WORK
SURFACES FOR EACH TYPE OF SEATING IN A FUNCTIONAL AREA.
3. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH WITH KNEE AND TOE
CLEARANCE SHALL BE PROVIDED.
4. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28" MINIMUM AND 34"
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
5. DINING SURFACES EXCEEDING 34" IN HEIGHT, WHERE FOOD OR DRINK IS SERVED FOR
CONSUMPTION AT A COUNTER EXCEEDING 34" IN HEIGHT, A PORTION OF THE MAIN
COUNTER 60" MINIMUM IN LENGTH SHALL BE PROVIDED.
6. BABY CHANGING TABLES SHALL COMPLY WITH WORK SURFACES. SEE TOILET
COMPARTMENTS FOR ADDITIONAL INFORMATION.
CO
U
N
T
E
R
30
48
TACTILE EXIT SIGNS
SCALE: 3"=1'-0"
WHERE REQUIRED: TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:
1.EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE INDENTIFIED BY A TACTILE EXIT SIGN WITH
48
"
M
I
N
.
T
O
THE WORD, "EXIT."
2.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A
STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING
WORDS AS APPROPRIATE: "EXIT STAIR DOWN", "EXIT RAMP DOWN", EXIT STAIR UP", "EXIT RAMP UP"
3.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT
ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS,
"EXIT ROUTE".
4.EACH EXIT ACCESS DOOR AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS
REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE
WORDS, "EXIT ROUTE".
5.EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE
WORDS, "TO EXIT".
EXIT
GRADE 2 BRAILLE
(CENTER OR FLUSH
LEFT)LO
W
E
S
T
BR
A
I
L
L
E
C
E
L
L
60
"
M
A
X
.
T
O
BA
S
E
L
I
N
E
O
F
TH
E
H
I
G
H
E
S
T
LI
N
E
O
F
R
A
I
S
E
D
CH
A
R
A
C
T
E
R
S
** REFER TO COMMUNICATION ELEMENTS CBC SECTION 11 FOR RAISED CHARACTER AND
BRAILLE DESCRIPTION/ DEFINITION
27
"
8"
6"
17"
11"
RESTROOM ACCESSIBILITY NOTES
TOILET AND BATHING ROOMS
1. CLEARANCES; 60" (1524MM) DIA. MIN. TURNING SPACE SHALL BE PROVIDED WITHIN THE ROOM. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE
PERMITTED TO OVERLAP. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL
BE PERMITTED TO ENCROACH INTO THE TURNING SPACE WITHOUT LIMITATION. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR IN ANY POSITION, SHALL BE
PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12 INCHES MAX.
EXCEPTION: WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A COMPLYING CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING,
DOORS SHALL BE PERMITTED TO SWING INTO CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.
2. MIRRORS: LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" (1016MM) MAX. ABOVE THE FLOOR FINISH OR GROUND.
MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35" (889MM) MAX. ABOVE THE FINISH FLOOR OR
GROUND.
3. COAT HOOKS, SHELVES AND MEDICINE CABINETS: SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN THE CODE. SHELVES SHALL BE LOCATED 40" (1016MM) MIN. AND 48" (1219MM)
MAX. ABOVE THE FINISHED FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44" (1118MM) MAX. ABOVE FINISH FLOOR.
4. ACCESSORIES: WHERE TOWEL OR SANITARY NAPKINS DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE
LOCATED ON AN ACCESSIBLE ROUTE, ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40" (1016MM) MAX. ABOVE THE FINISH FLOOR. BABY CHANGING TABLES ARE NOT REQUIRED TO
TO COMPLY WITH THESE REQUIREMENTS.
RESTROOM ACCESSIBILITY
SCALE: 3/8"=1'-0"
WATER CLOSETS AND TOILET COMPARTMENTS
1. OVERLAP: THE REQUIRED CLEARANCES AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN
DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR
OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.
FLUSH VALVES
1. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH REACH RANGES EXCEPT THEY SHALL BE LOCATED 44 INCHES MAX. ABOVE
THE FLOOR, AND NOT REQUIRED TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. FLUSH CONTROLS SHALL
BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS.
DISPENSERS
1. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.
REQUIRED NUMBERS OF ACCESSIBLE TOILET COMPARTMENTS AND PLUMBING FIXTURES:
1. WHERE TOILET COMPARTMENTS ARE PROVIDED AT LEAST 5 PERCENT BUT NO FEWER THAN 1 TOILET COMPARTMENT SHALL BE ACCESSIBLE. WHERE WATER CLOSETS ARE PROVIDED, AT LEAST 5
PERCENT BUT NOT LESS THAN ONE SHALL BE ACCESSIBLE. WHERE LAVATORIES ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL BE ACCESSIBLE. IN ADDITION, WHERE SIX
OR MORE TOILET COMPARTMENTS SHALL BE PROVIDED IN THE SAME QUANTITY AS WHEELCHAIR ACCESSIBLE COMPARTMENTS.
BABY CHANGING TABLES:
1. BABY CHANGING TABLES SHALL BY COMPLY WITH THE WORK SURFACES, AND OPERABLE PARTS SHALL COMPLY WITH CLEAR FLOOR SPACE, HEIGHTS AND REACH RANGES. THEY SHALL NOT
OBSTRUCT THE REQUIRED WIDTH OF AN ACCESSIBLE ROUTE BY MORE THAN 4 INCHES, AND SHALL NOT OBSTRUCT THE REQUIRED WIDTH OF AN ACCESSIBLE ROUTE BY MORE THAN 4 INCHES, AND
SHALL NOT BE LOCATED IN ACCESSIBLE TOILET COMPARTMENTS WITHIN A MULTIPLE ACCOMMODATION TOILET FACILITY.
SOAP DISPENSER
SEAT COVER DISP.
H
G
F
E
ITEM
TOILET PAPER DISP.
B MIRROR
C
D
GRAB BAR
A
MARK
PAPER TOWEL DISP.
PROVIDED INSTALLED
G.
C
.
OW
N
E
R
G.
C
.
TOILET
LAVORATORY
OW
N
E
R
BY BY
RESTROOM
ACCESSORIES
RESPONSIBILITY
LEGEND/
MATRIX
3'
-
6
"
SW
I
T
C
H
2'
-
9
"
42" MIN.
24"
MIN.
5"
19
"
M
I
N
.
1'-0"
3'
-
1
"
12"
C C
H
A
D
54" MIN.
MAX.
3'-0"
33
"
-
3
6
"
T
O
P
O
F
B
A
R
18"
12"24"
MIN.
5"
17
"
-
1
9
"
2'
-
9
"
3'
-
3
"
2'-8"
F
B
E C C
H
(E) 7'-0"
MIN.
MIN.
TRANSFER
SIDE
(E) 7'-4"(E) 7'-0"
CL
CL
58
"
-
6
0
"
GEOMETRIC SYMBOL, 1/4" THK.
SIGN, LIGHT ON DARK OR DARK
ON LIGHT BACKGROUND
STRIKE SIDE
OF DOOR
MOUNTED
WITHIN 1"
OF VERTICAL
CENTER LINE
OF DOOR
ALL-GENDER
12
"
FACILITIES GEOMETRIC
TOILET & BATHING
SYMBOLS
3
8
10
KITCHENETTE
SCALE: 3"=1'-0"
NOTES:
1.KITCHEN WORK SURFACE SHALL BE 32" MAX. ABOVE THE FINISH FLOOR.
2.AT LEAST 50% OF SHELF SPACE IN STORAGE FACILITIES SHALL BE ACCESSIBLE.
3.SINKS SHALL BE ACCESSIBLE. EXCEPTION: A PARALLEL APPROACH SHALL BE PERMITTED TO A
KITCHEN SINK IN A SPACE WHERE A COOK TOP OR RANGE IS NOT PROVIDED.
4.A CLEAR FLOOR SPACE SHALL BE PROVIDED AS EACH APPLIANCE.
5.DISHWASHER: CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED ADJACENT TO THE
DISHWASHER DOOR. THE DISHWASHER DOOR, IN THE OPEN POSITION, SHALL NOT OBSTRUCT THE
CLEAR FLOOR OR GROUND SPACE FOR THE DISHWASHER OR THE SINK.
6.COMBINATION REFRIGERATOR/ FREEZER SHALL HAVE AT LEAST 50% OF THE FREEZER SPACE
54" MAX. ABOVE THE FINISHED FLOOR.
12
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-03-09
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
AD-1.01
ARCHITECTURAL
DETAILS: METAL
3
9
10
4
TYP. METAL STUDWALL CONSTRUCTION
SCALE: N.T.S.
EX. ROOF FRAMING, HEIGHT V.I.F.
BRACE TO ROOF CONNECTION, SEE DET. 15 & 16
KICKER: METAL TRACK BRACES @ 48" O.C. STAGGERED,
MAX. 45°
METAL STUDS @ 16" O.C., SEE SCHEDULE FOR
OPTIONAL FULL- HT STUD, AS OCCURS PER
ARCHITECTURAL TOP CONNECTION
2- #8 SCREW @ BRACE
TO TOP TRACK
6"
M
I
N
.
UNPUNCHED METAL
TRACK SAME SIZE &
GAUGE AS STUDS, TYP.
#8 LOW PROFILE SCREWS E.S.
OF EACH STUD, TYPICAL.
MIN. SIZE & GAUGE, SEE DETAILS THIS SHEET
FOR TYPICAL FRAMING CONDITIONS
CEILING ELEVATION &
FINISHES, SEE RCP/
SECTION PLANS.
SHEATHING
5/8" TYPE "X" GYP
HILTI UX SHOT-PINS
@ 16" O.C. SEE DET. X,
THIS SHEET
EX. CONCRETE,
VERIFY TENDONS
IF P-TENSIONED
UNPUNCHED METAL TRACK SAME SIZE &
GAUGE AS STUDS, TYP.
#8 LOW-PROFILE SCREWS E.S. OF EACH
STUD, TYP.
MAX.
HEIGHT
(FT)
SIZE GA.SHEATHING
(Y/N)**
BRACING
SPAN (O.C.)
BRIDGING
17 3-5/8"20 YES 4'-0"@ 4'-0"
19 3-5/8"18 YES 4'-0"@ 4'-0"
20 3-5/8"16 YES 4'-0"@ 4'-0"
22 3-5/8"14 YES 4'-0"@ 4'-0"
26 6"20 YES 4'-0"@ 4'-0"
28 6"18 YES 4'-0"@ 4'-0"
30 6"16 YES 4'-0"@ 4'-0"
33 6"14 YES 4'-0"@ 4'-0"
* THE STUD SIZE PARAMETERS LISTED HEREIN FOR
FREESRANDING & DEMISING WALL CONDITIONS.
** SHEATHING SHALL GO ABOVE FINISHED CEILING HEIGHT
ON EACH SIDE OF THE FRAMING.
ASSUMPTIONS: DEFLECTION: L/240; STUDS SECURED TO
STRUCTURE; STUDS SPACED AT 16" O.C. STUD BRACINIG
(3-5/8") WILL BE BACK TO BACK WHEN GREATER THAN 10'-0"
CEMCO METAL STUDS: ICC# ESR 3016
EXPANSION ANCHORS: ICC# ESR 1771
POWER DRIVEN ANCHORS: ICC# ESR 2269
EPOXY: ICC# ESR 2508
CONTRACTOR TO USE CEMCO STUDS TO MAINTAIN
ICC# OR APPROVED EQUAL.
MATCH WALL STUD GAUGE
PER STRUCTURAL
FOR ASTM E84 UL723 REQUIREMENT CBC 803.1.2:
5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS OR
FIBEROCK PANELS
3-1/2" 20 GAUGE STEEL STRUCTURAL STUDS @24" O.C.
OPTIONAL VENEER PLASTER
TYP. METAL STUDWALL CONSTRUCTION
SCALE: N.T.S.
METAL TRACK KICKERS
@ 48" O.C., STAGG
CUT METAL TRACK
FLANGE & BEND AS
REQ'D. USE (4) #10 SMS
TO WALL TOP TRACK
SHEATHING MATERIAL
METAL STUDS
REFER TO DET. 10,11 & 12
THIS SHEET
MAX. 45°
CEILING LINE
12" MIN
TYP. CORNER SLAMMER STUD
SCALE: N.T.S.
SLAMMER STUD
DRY WALL
BOTTOM TRACK SPLICE
SCALE: N.T.S.
STEEL STUD
BOTTOM TRACK
3- #8 SCREWS EACH END
EACH SIDE OF SPLICE
(1) #8 X 5/8" LOW PROFILE HEAD FRAMING
SCREWS EACH SIDE TO STUD
SPLICE; FLAT-STEEL
STUD SECTION
11STUD TO TRACK CONNECTION
SCALE: N.T.S.
EACH STUD
1/8"
EACH STUD
1"-12""INDEXED ENDS"
FOR PUNCH-OUT
ALIGNMENT
"INDEXED ENDS"
FOR PUNCH-OUT
ALIGNMENT
(1) #8 X 5/8" LOW
PROFILE HEAD FRAMING
SCREWS EACH SIDE TO
STUD
DOUBLE STUD POST TYP. STUDS
NOTE:
LOAD BEARING STUDS MUST BE SEATED TIGHT
TO TRACK WEB (MAX. GAP OF 1/16")
12 WALL STUD STRAP BRACING
SCALE: N.T.S.
FLAT STRAP*
* INSTALLED WHERE DRYWALL
TRACK BLOCKING; SIZE &
GA. TO MATCH STUDS,
PLACE AS REQ'D @ 8'-0" O.C.
& AT EACH END OF WALL.
STRAP ON SIDE W/
SHEATHING REQ'D
FOR AXIAL LOAD-
BEARING APPLICATIONS
FINISH SURFACE
IS APPLIED TO ONE SIDE ONLY,
OR DRYWALL IS NOT FULL
HEIGHT. (TYP. UNO)
JOIST & STUD WEB PENETRATIONS
SCALE: N.T.S.
REINFORCEMENT REQ'D
FOR PENETRATIONS
GREATER THAN PUNCH
OUT DEPTH
NO REINFORCEMENT REQ'D
FOR PENETRATIONS W/ A
DIAMETER LESS THAN OR
EQUAL TO PUNCH DEPTH.
EXCEPT AS NOTED BELOW.
EDGE OF PENETRATION
SHALL NOT BE LESS THAN
1" FROM THE STUD FLANGE NOTES:
1. FLANGES SHALL NOT BE
NOTCHED OR CUT.
2. CAPACITY VERIFICATION BY
DESIGN IS REQ'D FOR ANY
OPENINGS LOCATED AT AXIALLY
LOAD STUDS & BEARING ENDS.
3. APPLICABLE TO TRACK & STUDS.
13
14
BOTTOM TRACK TO CONCRETE CONNECTION
SCALE: N.T.S.
METAL STUDS
(1) #8 X 5/8" LOW PROFILE
HEAD FRAMING SCREWS
EACH SIDE TO STUD
(E) CONCRETE TO REMAIN.
VERIFY AND AVOID OF
ANY TENDONS
CEMCO BOTTOM TRACK
W/ HILTI UX SHOT PINS @
O.C. PER ICC-ES ESR #2269,
OR APPROVED SIM.
COLD ROLLED CHANNEL BRIDGING W/ CLIP ANGLE
SCALE: N.T.S.
COLD-ROLLED
LATERAL BRACING
1-1/2" X 1-1/2" X 16 GA.
CLIP ANGLE, FASTENED
TO STUD & CRC BRIDGING
W/ (2) #10-16 SCREWS PER
CONNECTION, TYP. ANGLE
SPLI
C
E
CEMCO STUD
(2) SCREWS MIN. EACH
SIDE OF FLAGE
LENGTH SHALL NOT BE
MORE THAN 1/2" LESS
THAN 1/2" LESS THAN
STUD DEPTH.
CEMCO TRACK
8" MIN. LAP SLICE
COLD ROLLED CHANNEL BRIDGING
W/ CLIPS IS RECOMMENDED FOR
STUD SIZES 6" AND WIDER.
STUD FRAMING
FULL HEIGHT TOP CONNECTION
SCALE: N.T.S.
PROVIDE NEW 2X BLK'G @
32" O.C. SPANNING BETWEEN
NEAREST JOISTS W/ 3-10d
T.N. EACH SIDE, EACH END
(E) ROOF JOIST & ROOF
SHT'G TO REMAIN, TYP.
(N) CONT. BLK'G ALIGNED
W/ NEW WALL BELOW
(N) 1/4" DIA. X
2" WOOD
SCREWS @
16" O.C.
(E) ROOF GIRDER
TO REMAIN
16 GA.X 1/4"
RELIEF
CHANNEL
DEFLECTION
HEAD
METAL STUDS @
16" O.C., TYP.
(E) ROOF JOIST &
ROOF SHT'G TO
REMAIN
16 GA.X 1-1/4"
RELIEF
CHANNEL
DEFLECTION
HEAD
(N) (2) -1/4" DIA. X
2" WOOD SCREWS
@ 16" O.C.
METAL STUDS @
16" O.C., TYP.
PARTITION WALL PERPENDICULAR TO JOISTS PARTITION WALL PARALEL TO JOISTS
WALL BRACE TO FRAMING CONNECTION
SCALE: N.T.S.
(E) ROOF JOIST & ROOF
SHT'G TO REMAIN, TYP.
3-1/2"
TRIM MTL. TRACK
FLANGE & BEND AS
REQ'D. USE 3-1/4" DIA.
X 2" WOOD SCREWS
TO BLK'G
PARTITION WALL PERPENDICULAR TO JOISTS PARTITION WALL PARALEL TO JOISTS
(E) ROOF JOIST & ROOF
SHT'G TO REMAIN, TYP.
PROVIDE (N) 4X BLK'G
SPANNING BETWEEN
ADJACENT JOISTS GIRDERS
ALIGNED W/ (N) BRACE BELOW
3-1/2"
TRIM MTL. TRACK
FLANGE & BEND AS
REQ'D. USE 3-1/4" DIA.
X 2" WOOD SCREWS
TO BLK'G
(N) SIMPSON
LUS HANGER
(N) MTL. TRACK
BRACE @ 48" O.C.,
SEE DET. 3
(N) MTL. TRACK
BRACE @ 48" O.C.,
SEE DET. 3
15
16
1
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
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6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
AD-2.01
ARCHITECTURAL
DETAILS: STORE-
3
FRONT
STOREFRONT DOOR
SCALE: 1"=1'-0"
EXISTING T-BAR CEILING
EXTERIORINTERIOR
EXISTING FRAMING
EXISTING EXT. CONCRETE
11B-404.2.10: SWINGING DOOR SURFACES WITHIN 10" OF THE FINISH FLOOR OR
GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE
PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING
HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16"
OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE
EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.
EXCEPTION: TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM
RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60° MIN. FROM THE
HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10" BOTTOM SMOOTH
SURFACE HEIGHT REQUIREMENT.
STOREFRONT DOOR BY KAWNEER
OR EQUAL
TRANSITION
ADA, UL LISTED COMPLIANT
THRESHOLD
EXISTING CONCRETE PAD
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
4
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9
2
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6
PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
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Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
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California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
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2026-04-16
AR
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BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
AD-3.01
ARCHITECTURAL
DETAILS:
4
CUBICLE DETAILS
TYP. 1-HR NON-BEARING INTERIOR STEEL
SCALE: N.T.S.
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AD
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1
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1
FOR MORE INFORMATION ON TYP.
STEEL WALL CONSTRUCTION,
REFER TO SHT. AD-1.01.01
GYPSUM PANELINSULATION
STUD PARTITION WALL ( UL U419 )
GYPSUM PANEL: 1 LAYER EA. SIDE. 5/8" SHEETROCK ECOSMART GYPSUM PANEL (UL TYPE ULIX)
BRAND: SHEETROCK, FIRECODE X
STEEL STUDS: SIZE AND BRAND PER DET.03, SHT. AD-1.01.01; EQ20 (0.018"), 16" O.C.
INSULATION: 1-LAYER, 3-1/2" FIBERGLASS INSULATION
UL U419
FIRE RATING: 1-HR
STC: 44
NOTES:
STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE
PUBLISHED ASSEMBLY.
STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS STATED IN THE PUBLISHED ASSEMBLY.
PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED ASSEMBLY.
REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO
CONSTRUCTION.
FOR MOST UP TO DATE DETAILS, REFER TO THE PUBLISHED ASSEMBLY IN THE UL PRODUCT
IQ DATABASE.
FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY
ASSEMBLIES.
WHERE ACCOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE
BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES.
2
BOX HEADER CONNECTION SCALE: N.T.S.
JAMB STUDS
6" LONG SECTION
OF STUD ATTACHED
TO JAMB W/ (4) #10
16 SCREWS
18 GA, MIN. TRACK
HEADER
CONNECTION
CAP OPENING OF
JAMB W/ TRACK
ATTACHED W/ (1) #10
16 SCREWS O.C. IN
EA. LEG
(2) UNPUNCHED STUDS
CRIPPLE STUDS
(1) #10- 16 SCREW
TYP. EA. FLANGE
(2) #10- 16 SCREW
@ 16" O.C.
CLIP ANGLE
BOX HEADER SCALE: N.T.S.
JAMB STUDS
18 GA, MIN. TRACK
HEADER
CONNECTION
CAP OPENING OF
JAMB W/ TRACK
ATTACHED W/ (1) #10
16 SCREWS O.C. IN
EA. LEG
(2) UNPUNCHED STUDS
(2) #10- 16 SCREW
@ 16" O.C.
CLIP ANGLE
5
2
CHECKED BY:
DRAWING NO:
DRAWN BY:
SCALE:
TITLE:
PROJECT NO:
PLOT DATE:
DATEREVISION
1
ISSUE
18
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PROPRIETORY RIGHTS TO CONTRACT DOCUMENTS: THESE
DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS,
ACTING HERE FOR AS THE ARCHITECT'S INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTIES OF DAVID KE | DESIGN COLLABORATIVE
STUDIO, AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED,
DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY
INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT
EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR.
ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY
RIGHTS ACT AND LAW OF THE STATE.
CONFIDENTIALITY STATEMENT:
5762 lincoln ave. #381 : cypress: ca 90630 626.536.2913
As Noted
PR
O
J
E
C
T
UN
I
T
E
D
S
T
A
T
E
S
dk
Renewal Date
1-31-27
DAVI D KELICENSEDARCHITECT
STATE OF CALIFORNIA
C 35833
www.dkdcsarchitecture.com
CO
A
S
T
G
U
A
R
D
R
E
C
R
U
I
T
I
N
G
California # C35833
Architectural Licenses:
South Carolina # 10764
NCARB # 101786
OF
F
I
C
E
2026-04-16
AR
C
H
I
T
E
C
T
U
R
A
L
:
BLDG ACC+STR 02-22-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
2 BLDG ACC+STR 03-30-26
WATER ENGINEERING,
PUBLIC WORKS, PWA
AS-1.01
ARCHITECTURAL
SPECIFICATION
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
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
z 0ftPoint-of-attachment height:
Ip 1.0Importance factor - component:
per ASCE table 13.6-1Rpo1.5Response mod factor - component:
per ASCE table 13.6-1CAR1Componenet amplification factor:
Wp 3.2kipWp w1 2Component operating wt:
ASCE table 13.5-1 - Interior non-structural walls < 9ft in heightDesign parameters:
Lateral Loading calculations: (per ASCE 7-22 & 2025 CBC)
w1 6.4kipw1 d ltribTributary wall weight
per ASCE eqn 13.3-1, 2, 3v11139lbfLateral load at line 1:
v1 max min 0.4( ) SDSIpWp
Hf
R
CAR
Rpo
1.6 SDSIpWp
0.3 SDSIpWp
Seismic force:
per ASCE sec. 13.3.1.2R1Structure ductility
reduction factor:
per ASCE eqn 13.3-5Hf1Hf 1 2.5 z h( )Height amplification:
SDS 1.18Spectral accleration - short period:Seismic factor:
hc 3.25fthc h 2Center of gravity height::
348-01USCG officeConsulting Engineering - Structural
JOSEPH LIU ofSheetJob NumberJob Title
ltrib 99ftltrib 48ft( ) 3 2( )18ft( ) 3 2( )Tributary wall length:
d 65plfd p d hpd 10psfDead load per ft:
h 6.5ftPartition ht:
Gravity Loading calculations:
03/09/26JL
1840 N Bristol St, Santa Ana, CA
Loading calculations
Title:DateChk. ByDateBy
3/9/26, 11:07 PM
U.S. Seismic Design Maps
Announcement
ASCE 7-22 is now available.
1840 N Bristol St, Santa Ana, CA 92706, USA
Latitude, Longitude: 33.7615095,-117.8862378
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Master ID:
Date:
El Rincon ChilangoAft
Date 319/2026, 11:06:48 PM
Design Code Reference Document ASCE7-22
Risk Category II
Site Class Default
Type Value Description (Data)
Ss 1.51 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g.
SI 0.55 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g.
W 1 -74U ca
Map data 02026
SMs 1.77 SMs = 1.5 x SDS, the Risk -Targeted Maximum Considered Earthquake (MCER) spectral response acceleration for short periods (of the two -period
spectrum) and the user -specified Site Class.
SMi 1.24 SMI = 1.5 x SDI, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class.
SDS 1.18 The design spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class, in units of g.
SDI 0.83 The design spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class, in units of g
Type Value Description (Data Contd.)
SDC D Seismic design category
PGAM 0.67 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g
Ts 0.698 Ts = SDI/SDS, in seconds, for construction of the two -period design spectrum
To 0.14 To = 0.2 x Ts, in seconds, for construction of the two -period design response spectrum
TL 8 TL, the long -period transition period, in seconds, for construction of the two -period design response spectrum
https://www.seismicmaps.org 1/7
1
critical
condition
18
'
-
0
"
48'-0"
8.
5
'
8.
5
'
18
'
7.75'8.5'8.0'
7.75'8.5'8.0'
4.
5
'
4.
2
5
'
PARTITION WALL DIAGRAM
03/09/26
Shearwall design:
Wall length:L1 17ft
Shear stress:s1 v1 L1s1 67plf
Use 20GA metal studwall framing with 1/2" OSB sheathing,
using #8 screws at 6" o.c. at plywood edges and 12" o.c. field
Wall shear capacity per AISI table E1.3-1 scap 700plf
check scap s1 "ok"
Shearwall holdown design:
(note: tributary wall length includes wall length + adjacent opeing and/or 2' wall at corners)
Line 1:Tributary wall length:L 8.5ft 4ftWall height:H 6.5ft
Tributary dead wt: wall:ww 0.9 10psf LH( ) 2ww 365.6lbf
Total tension force:T s1 H2wwT 148lbf
No holdowns requuired
Job Title Job Number Sheet ofJOSEPH LIU
Consulting Engineering - Structural USCG office 348-01
By Date Chk. By Date Title:1840 N Bristol St, Santa Ana, CA
Loading calculationsJL