HomeMy WebLinkAbout57 E Foothill Blvd - 2024 - TILEGEND
PROJECT SUMMARY
Water ClosetWC
WD Wood
TypicalTYP
Top Of CurbTC
TW Top Of Wall
Top of Paraphet
Top Of GradeTG
TOP
RD Roof Drain
SCH Schedule
Specification
Similar
SheetSHT
SIM
SPEC
RM Room
RequiredREQ'D
STRUCT Structural
HeightHT
Property LinePL
MTL
MECH Mechanical
Metal
Not To Scale
Natural GradeNG
NTS
On CenterOC
LWC Light Weight Concrete
Air ConditioningHVAC
WIC Walk In Closet
GRID LINES
DETAIL REFERENCE
WINDOW
DOOR
X#.#
X SECTION CUT
DETAIL REFERENCE
REVISION NUMBER
SMOKE DETECTOR
X-#NOTE REFERENCE
FAN
OUTLET W/GROUND-FAULT
CIRCUIT-INTERRUPTER
DUPLEX RECEPTACLE OUTLET
"HALF-HOT" OUTLET
SPLIT-WIRED RECEPTACLE
THREE-WAY SWITCH
SINGLE-POLE SWITCH
CEILING MOUNTED
JUNCTION BOX
COMPUTER DATA OUTLET
TELEVISION / CABLE OUTLET
INCANDESCENT LIGHTING
CEILING MOUNTED
INCANDESCENT LIGHTING
WALL MOUNTED
FLUORESCENT LIGHTING
CEILING RECESSED
TELEPHONE OUTLET
AluminumAL
BLDG
BALC Balcony
Building
CONC Concrete
Double
ContinuousCONT
DBL
CLR
CLO
CLG
CL Center Line
Ceiling
Closet
Clear
Down Spout
DownDN
DS
DIM Dimension
FL Floor
Face of Wall (Finish)
Face of StudFOS
FOW
GEN
GYP Gypsum Board
General
Fire Extinguisher
Foot or FeetFT
FX
FG
FF
FD
EXT Exterior
Floor Drain
Finish Floor
Finish Grade
Fire Hose Cabinet
Fire HydrantFH
FHC
EXIST
EQ Equal
Existing
Elevation
Electrical
DrawingDWG
ELEC
ELEV
LEGAL DESCRIPTION
X-0
00
#
X
X X
X
X-0
00
X-0
00
X
ARCHITECTURE
A0.0 TITLE SHEET
A0.1 GENERAL NOTES
A0.4a GREEN BUILDING CODE - NON-RESIDENTIAL MANDATORY MEASURES
A0.4b GREEN BUILDING CODE - NON-RESIDENTIAL MANDATORY MEASURES
A0.4c GREEN BUILDING CODE - NON-RESIDENTIAL MANDATORY MEASURES
A0.5a CBC 11B DIV 1 & DIV 2 APPLICATION
A0.5b CBC 11B DIV 2 & DIV 3 BUILDING BLOCKS
A0.5c CBC 11B DIV 4 ACCESSIBLE ROUTES
A0.5e CBC 11B DIV 5 SITE AND BUILDING ELEMENTS
A0.5f CBC 11B DIV 6 PLUMBING ELEMENTS & FACILILTIES
A0.5g CBC 11B DIV 7 - 8 - 9
A1.0 SITE PLAN
A2.0 EXISTING / DEMOLITION PLANS
A2.1 FLOOR PLAN - FIRST FLOOR
A2.2 FLOOR PLAN - MEZZANINE (EXISTING NO CHANGE)
A2.3 ROOF PLAN
A2.4 FINISH PLAN: FIRST FLOOR & MEZZANINE FLOOR
A3.1 REFLECTED CEILING PLAN: FIRST FLOOR
A3.2 REFLECTED CEILING PLAN: MEZZANINE FLOOR
A4.1 BUILDING ELEVATIONS
A4.2 BUILINDG SECTIONS
A4.3 BUILINDG SECTIONS
A5.1 RESTROOM ENLARGED PLAN / INTERIOR ELEVATIONS
A6.0 DOOR / WINDOW SCHEDULES
A7.1 ARCHITECTURAL DETAILS
A7.2 ARCHITECTURAL DETAILS
SHEET INDEX
BUILDING CODE
APN:5771-020-014
THE PROPERTY IS LOCATED ON THE NORTH SIDE OF EAST FOOTHILL
BOULEVARD, BETWEEN OAKWOOD DRIVE TO THE WEST AND HIGHLAND
OAKS DRIVE TO THE EAST. FILED IN TRACT # 4129 EX OF ALLEY LOT 11
BLK 2, IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES, STATE OF
CALIFORNIA.
Square FeetSF
VICINITY MAP
TV
S3
S
SD
J
GFI
xx
xx
57 FOOTHILL BLVD. ARCADIA, CA 91006
PROJECT DESCRIPTION
ADDRESS
OWNER NAME
OWNER ADDRESS
OWNER PHONE #
ZONING
CONSTRUCTION TYPE
OCCUPANCY
NUMBER OF STORIES
FIRE SPRINKLERS
LOT SIZE (SQFT)
SCOPE AREA
LOT COVERAGE
PARKING
57 E FOOTHILL BLVD., ARCADIA, CA 91006
VENTURE ONE CAPITAL, LLC
57 E FOOTHILL BLVD.
ARCAIDA, CA 91006
323-384-6363
C-G
V-B
B
1 + MEZZANINE
NONE SPRINKLED (EXISTING)
5,832 SF
3,500 SF
EXISTING NO CHANGE
EXISTING NO CHANGE
APPLICABLE CODES:
2022 CALIFORNIA BUILDING CODE (2021 INTERNATIONAL BUILDING CODE),
2022 CALIFORNIA MECHANICAL CODE (2021 INTERNATIONAL MECHANICAL CODE),
2022 CALIFORNIA PLUMBING CODE (2021 INTERNATIONAL PLUMBING CODE),
2022 CALIFORNIA FIRE CODE (2021 INTERNATIONAL FIRE CODE),
2022 CALIFORNIA ELECTRICAL CODE (2020 NATIONAL ELECTRICAL CODE)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE,
2022 CALIFORNIA ENERGY CODE.
TAG DESIGN WORKS
JOHNNY LU, AIA, LEED AP, C30396
411 E. HUNTINGTON DR., SUITE 308
ARCADIA, CA 91006
T: 626.446.5300
ARCHITECT
GENERAL NOTES
CONSTRUCTION NOTES
1.CONTRACTOR TO PROVIDE PAINT/COLOR SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR PAINTING.
2.CONTRACTOR TO PROVIDE STAIR SHOP DRAWINGS FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
3.CONTRACTOR TO PROVIDE GUARDRAIL/HANDRAIL SHOP
DRAWINGS FOR ARCHITECT/OWNER'S APPROVAL PRIOR
INSTALLATION.
4.CONTRACTOR TO PROVIDE ROOFING SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
5.CONTRACTOR TO PROVIDE DOOR/WINDOW SHOP DRAWINGS
FOR ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
6.CONTRACTOR TO PROVIDE LIGHT SWITCH SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
7.CONTRACTOR TO PROVIDE TILE SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
8.CONTRACTOR TO PROVIDE CABINET SHOP DRAWINGS FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
CONSULTANTS
DETAIL ENLARGEMENT REFERENCE
INTERIOR ELEVATION REFERENCE
WPH ENGINEERING
411 E. HUNTINGTON DR., SUITE 313
ARCADIA, CA 91006
T: 626.446.5300
STRUCTURAL ENGINEER
SITE INFORMATION
ASSESSORS PARCEL NO:5771-020-014
SITE AREA:(E) 5,822 SF
GENERAL PLAN DESIGNATION:C-G
BUILDING FLOORS:(E) SINGLE-STORY
JURISDICTION:LOS ANGELES COUTY
ZONING NOTES
DEFERRED SUBMITTAL
A0.0
TITLE SHEET
SUBMITTAL LOG
1. DEMOLISH EXISTING INTERIOR PARTITION WALLS, PLUMBING FIXTURES, MECHANICAL
SYSTEM, AND EXTERIOR WINDOWS AND DOORS.
2. PROPOSED INTERIOR TENANT IMPROVEMENTS.
3. PROPOSED EXTERIOR BUILDING FACADE REMODEL.
SITE
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
ELECTRICAL
E-0.0 ELECTRICAL SYMBOLS & LEGENDS
E-1.0 LIGHTING LAYOUT- FIRST FLOOR
E-1.1 LIGHTING LAYOUT - SECOND FLOOR
E-2.0 ELECTRICAL POWER LAYOUT - FIRST FLOOR
E-2.1 ELECTRICAL POWERLAYOUT - SECOND FLOOR
E-3.0 ELETRICAL ONE-LINE & SCHEDULE
E-4.0 TITLE-24
MECHANICAL
M-00 MECHANICAL LEAD SHEET
M-01 MECHANICAL FLOOR PLAN
M-02 MECHANICAL ENERGY COMPLIANCE
M-03 MECHANICAL ENERGY MANDATORY MEASURES
M-04 ENVELOPE ENERGY COMPLIANCE
PLUMBING
P-00 PLUMBING LEAD SHEET
P-01 PLUMBING FLOOR PLANS
P-02 PLUMBING ENERGY COMPLIANCE
MWQ ENGINEERING
Tustin, California 92782
T: 562.413.9495
MEP ENGINEERING
STRUCTURAL
S0.1 STRUCTURAL GENERAL NOTES
S1.0 FOUNDATION PLAN
S2.0 CEILING / MEZZ. FRAMING PLAN
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
SECTIONS
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
A. GENERAL REQUIREMENTS
1.THE ENTIRE WORK PROVIDED FOR HEREIN IS TO BE CONSTRUCTED AND
FINISHED IN EVERY PART IN A GOOD AND SUBSTANTIAL MANNER IN
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, TO THE FULL
INTENT OF THE SAME. ANY WORK REQUIRED BY LAW, BUT WHICH MAY NOT BE
SPECIFICALLY MENTIONED BY LAW, SHALL BE DONE BY CONTRACTORS IN
ACCORDANCE WITH THE LAWS OF THE CITY, COUNTY, DISTRICT, OR STATE
UNDER WHICH JURISDICTION MAY COME AND COST SHALL BE BORNE BY
CONTRACTORS. ANY SUCH WORK SHALL BE DONE IN CONFORMANCE WITH
THE PLAN; BOTH AS TO MANNER AND APPEARANCE. ALL WORK SHALL BE
DONE IN ACCORDANCE WITH CURRENT EDITION OF C.B.C., TITLE 24 AS
REQUIRED BY GOVERNING AGENCIES.
2.THESE PLANS AND RELATED DOCUMENTS MUST BE AVAILABLE AT THE JOB
SITE AT ALL TIMES & BE AVAILABLE DURING ANY INSPECTION ACTIVITY PER
C.B.C.
3.SOLELY AS A CONVENIENCE TO THE OWNER, THE ARCHITECT MAY INCLUDE
DOCUMENTS PREPARED BY CERTAIN CONSULTANTS (OR INCORPORATED THE
RECOMMENDATIONS OF SAID CONSULTANTS IN DOCUMENTS PREPARED BY
THE ARCHITECT) WITHIN THE SET OF DOCUMENTS ISSUED BY THE ARCHITECT
BEING EXPRESSLY UNDERSTOOD THAT, BY SAID ISSUANCE, THE ARCHITECT
ASSUMES NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS NOT
UNDER CONTRACT TO THE ARCHITECT.
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR
INTERPRETATION AND/OR CORRECTIONS PRIOR TO INSTALLATION. COST OF
CORRECTING WORK BASED ON MISINTERPRETATION BY CONTRACTOR OR
UNREPORTED DIMENSIONAL DISCREPANCIES SHALL BE BORNE BY THE
CONTRACTOR.
5.CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL HOURS: AND THAT THE CONTRACTOR SHALL DEFEND: INDEMNIFY
AND HOLD THE OWNER & ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT.
6.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON THE
DRAWINGS. DO NOT SCALE THE DRAWINGS.
7.THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF DRAWINGS AT THE
JOB SITE FOR USE IN MAKING "RECORD DRAWINGS." ANY REVISIONS SHALL
BE NOTED THEREON AND SUBMITTED TO THE ARCHITECT AT THE
COMPLETION OF THE JOB PER THE PROJECT MANUAL. PROVIDE A COPY FOR
THE OWNER PER CONSTRUCTION DOCUMENTS.
8.THE OWNER AND/OR ARCHITECT RESERVE THE RIGHT TO HAVE TESTS MADE
WHEN DEEMED NECESSARY. SHOULD THE ARCHITECT ORDER SPECIAL
TESTING OR INSPECTION OF A QUESTIONABLE PART OF THE WORK WHICH
REVEALS DEFECTS NOT IN CONFORMITY WITH THE CONTRACT DOCUMENTS,
THE CONTRACTOR SHALL PAY THE COST OF SUCH SPECIAL TESTING OR
INSPECTIONS INCLUDING THE ARCHITECTS EXTRA SERVICES MADE
NECESSARY THEREBY. OTHERWISE THE OWNER SHALL BEAR SUCH COST.
9.THE ARCHITECT IS AUTHORIZED TO ORDER MINOR CHANGES DURING THE
COURSE OF THE WORK WHICH WILL NOT INVOLVE EXTRA COST OR TIME AND
WHICH ARE CONSISTENT WITH THE CONTRACT DOCUMENTS.
10.BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR
MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS OR
CHAPTER 2-53, SHALL BE POSTED ADJACENT TO THE BUILDING PERMIT(S)
PLACED IN JOB SITE TRAILER. CERTIFICATES SHALL:
A.IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE
APPLIANCE STANDARDS AND CHAPTER 2-53;
B.IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE
APPLIANCE STANDARDS AND CHAPTER 2-53;
11.THE CONTRACTOR SHALL INFORM THE FIRE DEPT. OF THE REQUIRED FINAL
INSPECTION AND SCHEDULE SUCH INSPECTION 24 HRS. IN ADVANCE.
12.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILED VERIFY EXISTING
SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION.
13.IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE
DRAWINGS. SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOTIFY OWNER / ARCHITECT IMMEDIATELY.
14.NO MATERIAL SUBSTITUTION WILL BE ALLOWED UNLESS SUBMITTED IN
WRITING TO OWNER / ARCHITECT FOR APPROVAL IN WRITING. NOTIFICATION
MUST BE SUBMITTED WITHIN 10 WORKING DAYS OF CONTRACT AWARD.
15.THE CONTRACTOR IS REQUIRED TO PROVIDE A LIST OF ALL
SUBCONTRACTORS TO BE USED AND SUBMIT LIST TO THE OWNER /
ARCHITECT WITHIN 10 WORKING DAYS OF CONTACT AWARD.
16.THE CONTRACTOR IS RESPONSIBLE FOR CHECKING IN AND VERIFYING ALL
SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING
PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LOADING. IF THIS IS
NOT DONE, THE CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED
FREIGHT CHARGES TO MEET THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORT AND MUST
MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS.
17.THE CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING
ALL PACKING SLIPS LADING IN A MARKED ENVELOPE. THIS ENVELOPE IS TO BE
TURNED OVER TO OWNER.
18.THE CONTRACTOR SHALL DELIVER TO OWNER A COPY OF THE CERTIFICATE
OF OCCUPANCY, LIEN WAIVER, WARRANTIES, GUARANTEES AND EQUIPMENT
OPERATION MANUALS.
19.THESE DRAWINGS ARE NOT BE ALTERED IN ANY WAY WITHOUT WRITTEN
AUTHORIZATION FROM OWNER OR FROM OWNER'S ARCHITECT.
20.THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING OF ALL
EQUIPMENT, MERCHANDISE, CARPET, AND ETC.
21.ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE CODES AND
ORDINANCES.
22.ALL DIMENSIONS ARE TO FINISH FACE OR STUDS, UNLESS OTHERWISE NOTED
.
23.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL THEIR WORK
AND THE WORK OF THEIR SUBCONTRACTORS WITH STRUCTURE AND SHELL
BUILDING ELEMENTS. CONTRACTOR IMMEDIATELY NOTIFY OWNER OF ANY
SIGNIFICANT DISCREPANCIES BETWEEN DRAWINGS AND BUILDING SHELL.
24.CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED. VERIFY
QUANTITY AND LOCATION WITH LOCAL OFFICIALS AND COORDINATE LOCATION
OF SAME WITH ARCHITECT.
25.GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN FORM
OF A BARRIER WHERE PEDESTRIAN TRAFFIC COMES IN CONTACT WITH
CONSTRUCTION PER CBC 3303 AND OSHA REQUIREMENTS.
26.DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING
WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB
DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE
WORK.
27.RETAINING WALLS SHALL BE WATERPROOFED ON THE SIDE ADJOINING THE
GRADE. PROTECTION BOARD SHALL BE PART OF WATERPROOFING
ASSEMBLY.
28.PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL MOUNTED ITEMS,
LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRING SAME.
29.FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS
PENETRATE FIRE RATED WALLS OR CEILINGS. FIRE STOPPING SHALL BE
PROVIDED AT ALL PENETRATIONS ( PIPE, DUCTS, CONDUITS CABLES AND
WIRING NOT IN CONDUITS ) AS PER ASTM E 814-94.
30.NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN-DEPTH INTO WHICH A
PERSON IS REQUIRED TO DESCEND.
31.THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE,
SCAFFOLDING OR FALSE WORK MORE THAN 3 STORIES OR 36 FEET IN HEIGHT
REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY, PRIOR TO ISSUANCE OF A BUILDING PERMIT.
CONTRACTOR SHALL ONLY UTILIZE APPLICABLE TYPICAL GENERAL NOTES
B. PERMITS
1.ALL COSTS FOR INSPECTIONS, TESTS, AND BUILDING PERMITS SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE
IN THE SPECIFICATIONS.
A.SEPARATE PERMITS SHALL BE OBTAINED FOR PEDESTRIAN PROTECTION,
DEMOLITION, FABRIC AWNINGS, METAL CANOPIES, PLUMBING, ELECTRICAL,
MECHANICAL WORK, FIRE SPRINKLER, AND FIRE ALARM AS REQUIRED BY
THE LOCAL GOVERNING AGENCIES OR FIRE SPRINKLER AND FIRE ALARM
AGENCIES.
2.THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE,
SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36' IN HEIGHT,
REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL
SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT (HSC 17922.5).
C. TEMPORARY FACILITIES
1.THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR
CONSTRUCTION WATER AND POWER. WHEN APPLICABLE DUST SHALL BE
CONTROLLED BY WATERING AS REQUIRED.
2.CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION PER C.B.C.
3.ALL COMBUSTIBLES CONSISTING OF BOXES, SCRAP LUMBER, ETC., ON THE
CONSTRUCTION SITE SHALL BE CLEANED UP AND DISPOSED OF IN AN
APPROVED MANNER ON A DAILY BASIS.
4.A MINIMUM OF ONE (1) 2A:10BC RATED EXTINGUISHER SHALL BE PROVIDED FOR
EACH SALES OFFICE AND/OR CONSTRUCTION SHED.
5.VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE
THROUGHOUT CONSTRUCTION.
6.CONTRACTOR TO INCLUDE COST FOR ALL REQUIRED STAKING.
D. TENANT BUILDING SIGNAGE
1.SIGN CONTRACTOR SHALL ACQUIRE SEPARATE BUILDING DEPARTMENT
PERMITS FOR INSTALLATION OF ALL SIGNS AS REQUIRED BY LOCAL CODES.
(N.I.C.)
2.GENERAL CONTRACTOR SHALL FURNISH AND INSTALL BLOCKING, ELECTRICAL
JUNCTION BOX(ES), AND ACCESS PANELS. COORDINATE LOCATION(S) WITH SIGN
CONTRACTOR.
E. EXCAVATION & BACKFILL
1."NO TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH INTO WHICH A
PERSON IS REQUIRED TO DESCEND", OR OBTAIN NECESSARY PERMITS FROM
THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO
ISSUANCE OF BUILDING OR GRADING PERMIT.
2.AFTER THE REQUIRED EXCAVATIONS, ANY CUT AREAS IN WHICH THE EXPOSED
NATURAL GROUND HAS BEEN DISTURBED SHOULD BE SCARIFIED TO A MINIMUM
DEPTH BROUGHT TO PROPER MOISTURE-CONTENT, AND COMPACTED AS
ENGINEERED FILL IN ACCORDANCE WITH THE SOILS REPORT.
3.SOIL EXCAVATION AND RECOMPACTION IF REQUIRED SHALL BE DONE UNDER
THE SUPERVISION OF A REGISTERED SOILS ENGINEER, ALL DENSITIES,
MOISTURE CONTENT AND TESTING SHALL BE APPROVED BY THE SOIL
ENGINEER PRIOR TO APPLYING THE FINISH SURFACES INDICATED ON THE
DRAWINGS. ONE COPY OF ALL CERTIFICATION AND TESTS SHALL BE SENT TO
THE ARCHITECT.
4.THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
COMMENCEMENT OF ANY EXCAVATION.
5.ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE SOILS
ENGINEER.
F. UTILITIES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
ANY AND ALL EXISTING UTILITY LINES OR STRUCTURES WITHIN THE
CONSTRUCTION AREA, WHETHER SHOWN OR NOT SHOWN HEREON. CALL DIG
ALERT 1-800-227-2600 2 WORKING DAYS PRIOR TO DIGGING
2.CONTRACTOR SHALL TAG ALL CONNECTION LOCATIONS WHERE FINISH
SURFACES ARE PERMANENT. (I.E. CONCRETE, A.C. PAVING ETC.)
G. CONCRETE
1.REFER TO STRUCTURAL DRAWINGS AND SPECS FOR ANY ADDITIONAL NOTES.
2.THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE
PLUMBING, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, AND FIRE ALARM
CONTRACTORS THE SIZE AND LOCATION OF ALL PIPING, DUCTWORK,
TRENCHES, SLEEVES, SPECIAL BOLTING FOR EQUIPMENT CONDUITS, ETC.,
THROUGH AND UNDER CONCRETE SLABS PRIOR TO POURING OF FOOTINGS
AND FLOOR SLABS.
3.NO FLOORS TO BE POURED UNTIL ALL PLUMBING, FIRE SPRINKLER, ELECTRICAL
AND MECHANICAL INSTALLATIONS HAVE BEEN APPROVED BY AND GOVERNING
AGENCIES.
4.INTERIOR CONCRETE SLABS SHALL BE POURED LEVEL (UNLESS OTHERWISE
INDICATED) 1/8" TOLERANCE ON A 10'-0" EDGE IN ANY GIVEN DIRECTION.
5.TROWEL AND RETROWEL SLAB FOR SMOOTH FINISH WITH NO TROWEL MARKS
SHOWING WHEREVER CONCRETE FLOOR IS EXPOSED.
6.COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE
POURING ADJACENT CONCRETE SLABS OR ASPHALTIC CONCRETE PAVING.
CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR SPLASHING OF
FRESH CONCRETE.
H. MISCELLANEOUS METAL
1.ALL ROOF OPENINGS LARGER THAN 8" X 8" GIVING ACCESS TO THE BUILDING
SHALL BE SECURED BY GENERAL CONTRACTOR WITH EITHER IRON BARS,
SPACING NOT TO EXCEED 6" O.C. (BOTH WAYS), METAL GATES, STAMPED
METAL OR SHALL BE ALARMED AND MEET WITH APPROVAL OF THE POLICE
DEPT. AND TENANT.
I. FRAMING
1.REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES.
2.GENERAL CONTRACTOR SHALL INSTALL SOLID BLOCKING AS REQUIRED FOR
ALL WALL MOUNTED ACCESSORIES.
3.NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS
SPECIFICALLY DETAILED.
4.ALL INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED AND
CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED BUT
NOT LESS THAN A FORCE OF 5 POUNDS PER SQUARE FOOT APPLIED
PERPENDICULAR TO THE WALLS.
5.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOLTS, NAILS, FRAMING
CLIPS, WASHERS, PLATES, HANGERS, FLASHING AND JOINTS ETC., FOR A
COMPLETE INSTALLATION WHETHER OR NOT SPECIFIED OR INDICATED ON THE
PLANS.
6.ALL SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR.
7.ALL WOOD NOTED ON DRAWINGS TO BE FIRE-TREATED SHALL BE FIRE
RETARDANT WOOD, IMPREGNATED WITH CHEMICALS PER C.B.C.
REQUIREMENTS FOR FIRE-TREATED WOOD.
8.COORDINATION AND COOPERATION: PERFORM WORK IN A FULLY
COORDINATED AND COOPERATIVE MANNER WITH WORK OF OTHER RELATED
TRADES TO PROVIDE A COMPLETE INSTALLATION AS DETAILED AND SPECIFIED
TO PROVIDE UNIFORM MATCH WITH LIKE MATERIALS FURNISHED AND
INSTALLED BY OTHER TRADES.
J. ACCESS DOOR & PANELS
1.CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING,
FIRE SPRINKLER, MECHANICAL, ELECTRICAL AND OTHER INSTALLERS AS
REQUIRED BY CODE.
2.PROVIDE RATED ACCESS PANEL @ ALL RATED WALL, FLOOR/CEILING, AND
CEILING ROOF ASSEMBLIES.
3.LOCATION OF TACTILE (BRAILLE) EXIT SIGNAGE:
A. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A
TACTILE EXIT SIGN WITH THE WORD, 'EXIT'.
B. 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 WITHT THE FOLLOWING WORDS AS APPROPRIATE:
a. 'EXIT STAIR DOWN'
b. 'EXIT RAMP DOWN'
c. 'EXIT STAIR UP'
d. 'EXIT RAMP UP'
C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT
BY MEANS OF AN EXIT ENCLOSURE THAT DOES NOT UTILIZE A STAIR OR
RAMP, OR BY MENAS OF AN EXIT PASSAGEWAY, SHALL BE IDENTIFIED BY A
TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE."
D.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS
REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A
TACTILE EXIT SIGN WITH THE WORDS, 'EXIT ROUTE'.
E.EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A
TACTILE EXIT SIGN WITH THE WORDS, "TO EXIT".
O. PLUMBING
1.REFER TO PLUMBING DRAWINGS FOR ADDITIONAL NOTES.
2.AN APPROVED SEISMIC GAS SHUTOFF SHALL BE INSTALLED ON THE GAS LINE
ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE
CONTAINING THE GAS PIPES.
3.CONTRACTOR SHALL PROVIDE AND INSTALL GAS SHUT-OFF VALVE
CONSPICUOUSLY MARKED OUTSIDE OF BUILDING (TITLE 19)
4.PROVIDE LOW CONSUMPTION PLUMBING FIXTURES FOR ALL NEW
CONSTRUCTION.
P. FIRE SPRINKLERS ( DESIGN BUILD)
1.THE BUILDING IS FULLY SPRINKLERED THROUGHOUT. THE DESIGN BUILD
CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM, FROM
CONNECTION TO THE SITE WATER MAIN, TO THE INTERIOR BUILDING
PLUMBING.
2.AUTOMATIC FIRE SPRINKLER SYSTEM TO BE HYDRAULICALLY CALCULATED
CONFORMING WITH UNIFORM BUILDING CODE AND TENANT REQUIREMENTS.
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCS.
OF AUTOMATIC FIRE SPRINKLER TO GOVERNING AGENCIES FOR APPROVAL
PRIOR TO WORK IN THE FIELD. SHOP DRAWINGS SHALL BEAR STAMPED
APPROVALS FROM ALL AUTHORIZED AGENCIES AND BY ANY OTHER AGENCIES
WHOSE APPROVALS ARE REQUIRED BY THE DRAWINGS AND SPECIFICATIONS.
3.THE AUTOMATIC SPRINKLER SYSTEM SHALL HAVE A SUPPLY RISER WITH AN
APPROVED INDICATING CONTROL VALVE AUTOMATICALLY MONITORED AND
INTERCONNECTED BY MEANS OF A TELEPHONE LEASE LINE SO AS TO
INDICATE AN ALARM AT CENTRAL STATION PANELS AT ANY TIME WATER IS
TRANSMITTED THROUGH THE SYSTEM OR THE SUPPLY VALVES ARE CLOSED.
THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED AT A LOCATION
DETERMINED BY THE FIRE DEPARTMENT.
4.AUTOMATIC FIRE SPRINKLERS MUST BE IN FULL OPERATIONAL USE AND "ON"
PRIOR TO FIXTURIZATION OF TENANT'S LEASE SPACE.
5.COMMERCIAL DUMPSTERS OR CONTAINERS WITH AN INDIVIDUAL CAPACITY OF
1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN
FIVE FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE
LINES UNLESS AREAS CONTAINING DUMPSTERS ARE PROTECTED BY AN
APPROVED SPRINKLER SYSTEM. FIRE CODE 1103.2.2.
Q. MECHANICAL
1.REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL NOTES.
2.COMBINATION FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR
DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. CONTRACTOR SHALL
PROVIDE REQUIRED CONSTRUCTION EVEN WHEN NOT SPECIFICALLY
DETAILED.
3.AIR CONDITIONING AND VENT DUCTS SHALL BE DIRECTED AWAY FROM ANY
ADJACENT RESIDENTIAL USES.
4.ALL MECHANICAL EQUIPMENT LOCATED ON THE ROOF SHALL BE SCREENED
AND LOCATED AWAY FROM ADJOINING RESIDENTIAL USES. SCREENING
DESIGN SHALL BE APPROVED BY THE PLANNING DEPARTMENT AND BUILDING
DEPT.
S. FIRE ALARM (DESIGN BUILD)
1.THE DESIGN BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE
SYSTEM.
2.FIRE ALARM SYSTEM SHALL CONFORM TO GOVERNING AGENCY
ADA-AMERICAN DISABILITIES ACT AND TENANT UNIT REQUIREMENT. SUBMIT
SHOP DRAWINGS TO GOVERNING AGENCIES AND ARCHITECT FOR APPROVAL
PRIOR TO WORK IN FIELD.
3.COORDINATE WORK WITH FIRE SPRINKLER CONTRACTOR.
4.REFER TO SHEET AR-1.1 FOR ADDTITIONAL NOTES.
T. TITLE-24 ENERGY REQUIREMENTS
NONRESIDENTIAL ENERGY (TITLE-24)
MANDATORY MEASURES ENVELOPE
1.INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE
MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR
INSULATING MATERIAL, TITLE 20, CHAPTER 4, ARTICLE 3.
2.ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE
FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF C.B.C. 719,
CHAPTERS 23 AND 26, AND CALIFORNIA MECHANICAL CODES.
3.ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING THAT ARE
OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED,
WEATHERSTRIPPED OR OTHERWISE SEALED.
4.SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED
BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHERSTRIPPED
(EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS).
5.MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR
INFILTRATION RATES NOT EXCEEDING THOSE SHOWN IN TABLE NUMBER 1-E.
OF THE STANDARDS. MANUFACTURES FENESTRATION PRODUCTS MUST BE
LABELED FOR U-VALUE ACCORDING TO NFRC PROCEDURES.
6.DEMISING WALLS IN NONRESIDENTIAL BUILDINGS: THE OPAQUE PORTIONS OF
FRAMED DEMISING WALLS IN NONRESIDENTIAL BUILDINGS SHALL HAVE
INSULATION WITH AN INSTALLED R-VALUE OF NO LESS THAN R-11 BETWEEN
FRAMING MEMBERS.
7.GENERAL CONTRACTOR SHALL SIGN AND SUBMIT TO THE DEPARTMENT OF
BUILDING AND SAFETY A "CERTIFICATE OF COMPLIANCE" STATING THAT THE
WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO
THE PLANS AND SPECIFICATIONS AFFECTING NON- RESIDENTIAL ENERGY.
T. SECURITY REQUIREMENTS
1.GLAZED OPENINGS WITHIN 40' OF THE DOOR LOCK WHEN THE DOOR IS IN THE
CLOSED POSITION SHALL BE FULLY TEMPERED GLASS.
2.DOOR STOPS OF IN-SWINGING DOORS SHALL BE ONE-PIECE CONSTRUCTION
WITH THE JAMB AT EXTERIOR DOORS.
3.PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE WHEN THE DOOR IS
CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL
HAVE MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM
PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF
THE DOOR IF THE HINGE PINS ARE REMOVED.
4.DEAD BOLTS SHALL CONTAIN HARDENED INSERTS.
5.STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN
EMBEDMENT OF NOT LESS THAN 5/8".
6.A HOOK-SHAPED OR AN EXPANDING LUG DEADBOLT SHALL HAVE MINIMUM
THROW OF 3/4".
7.CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER
THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE
ACCESSIBLE TO GRIPPING TOOLS.
A0.1
GENERAL
NOTES
K. INTERIOR FINISHES
5.INTERIOR FINISHES AND FLAME PROOFING MUST CONFORM TO THE
REQUIREMENTS OF CHAPTER 8, CALIFORNIA BUILDING CODE.
6.ALL DECORATIVE MATERIALS ARE REQUIRED TO BE MAINTAINED IN A
FLAME-RETARDANT CONDITION.
7.EXIT DOORS, EXIT SIGNS, FIRE ALARM SENDING STATIONS, FIRE
EXTINGUISHER LOCATION SHALL NOT BE CONCEALED OR OBSTRUCTED BY
ANY DECORATIVE MATERIALS.
8.ALL GYPSUM WALL BOARD SHALL CONFORM TO CHAPTER 25 OF THE UNIFORM
BUILDING CODE.
9.ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND
SOAP DISHES, ETC., PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED
AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE.
L. EXTERIOR FINISHES
1.PROVIDE A MINIMUM OF 15 LBS. ASPHALT FELT AS MOISTURE PROTECTION
BEHIND EXTERIOR FINISHES AND TRIM U.N.O. FELTS TO BE INORGANIC.
2.ALL EXPOSED EXTERIOR METAL FITTINGS, FLASHING, CONDUIT, ETC. SHALL
BE PAINTED TO MATCH ADJACENT SURFACES. REFER TO SPECIFICATIONS,
SEE ELEVATIONS FOR EXCEPTIONS.
M. SPECIALTIES
1.PROVIDE MIN. ONE (1) PORTABLE CLASS 2A: 10BC FIRE EXTINGUISHER FOR
EACH TENANT. LOCATE WITHIN SEVENTY-FIVE (75) FEET FROM ANY POINT
WITHIN THE TENANT SPACE. PROVIDE ADDITIONAL PORTABLE FIRE
EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR.
2.PROVIDE FIRE DEPARTMENT "KNOX-BOX" KEY ENTRY SYSTEMS FOR EACH
BUILDING OR PORTION THEREOF AS DIRECTED BY THE LOCAL GOVERNING
FIRE DEPT., THAT WILL HOUSE KEYS TO UNLOCK DOORS AT ALL TENANT
ENTRIES. IF REQUIRED BY FIRE DEPT.
N. STREET ADDRESS & ROOM SIGNAGE
1.STREET ADDRESS NUMBERS SHALL CONFORM TO C.B.C. 501.2 AND THE
FOLLOWING:
A.NUMBERS SHALL BE NO SMALLER THAN 8" (EIGHT) INCHES IN HEIGHT OR AS
REQUIRED BY LOCAL PUBLIC AGENCY, WITH WIDTH PROPORTIONATE TO
HEIGHT.
B.NUMBERS SHALL BE OF A COLOR IN CONTRAST TO THAT OF THE
BACKGROUND UPON WHICH THEY ARE MOUNTED.
C.NUMBERS SHALL BE LOCATED ON:
1.1.A SIGN LOCATED NEAR THE ENTRANCE TO THE BUILDING OR COMPLEX
WITH STREET NUMBERS AND NAME OF COMPLEX ON IT, OR
1.2.ON A PROMINENT PORTION OF THE BUILDING NEAREST THE STREET SO
THAT THE NAME AND/OR NUMBER CAN BE EASILY SEEN FROM THE
STREET FRONTING ON THE PROPERTY.
D.THE SIGN SHALL BE KEPT CLEAR OF ALL FOLIAGE.
2.PROVIDE A ROOM OCCUPANCY SIGN PER C.B.C. 1004.3 AND AS DIRECTED BY
THE DEPT. OF BUILDING AND SAFETY/FIRE DEPARTMENT.
R. ELECTRICAL
1.REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES.
2.ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS,
SERVICE REQUIREMENTS, AND EXACT LOCATIONS OF SERVICE FACILITIES.
3.ELECTRICAL CONTRACTOR SHALL CHECK WITH OTHER TRADES FOR
LOCATION OF EQUIPMENT WHICH REQUIRES ANY HOOK-UP, DISCONNECT
SWITCHES, RELAYS, ETC. PRIOR TO ANY START OF WORK.
4.LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS SHALL TAKE
PRECEDENCE OVER ELECTRICAL DRAWINGS.
5.ALL EXTERIOR LIGHTING DEVICES ARE TO BE INACCESSIBLE TO COMMON
REACH, OR CLIMBING, OR SHALL BE PROTECTED FROM WEATHER AND BE
VANDALISM-RESISTANT. ALL EXTERIOR LIGHTING SHALL BE SHIELDED SO AS
NOT TO CAST LIGHT ONTO ADJOINING PROPERTIES.
6.ALL EXTERIOR DOORS TO BUILDING SHALL BE EQUIPPED WITH AN
ILLUMINATION DEVICE CAPABLE OF PROVIDING A MINIMUM OF ONE (1) FOOT
CANDLE OF MAINTAINED ILLUMINATION AT GROUND LEVEL DURING HOURS OF
DARKNESS.
7.INTERIOR NIGHT LIGHTING SHALL BE MAINTAINED IN THOSE AREAS THAT ARE
VISIBLE FROM THE STREET (GROUND FLOOR ONLY).
8.EXIT SIGNS WHERE NOTED SHALL BE WORDED "EXIT" IN LETTERS SIX INCHES
(6") HIGH AND SHALL CONFORM WITH GOVERNING BUILDING CODES AND
REGULATIONS. PROVIDE ILLUMINATED EXIT SIGNS WHERE NOTED AND/OR
REQUIRED BY CODE. ILLUMINATED EXIT SIGNS SHALL BE LIGHTED AND WIRED
ON SEPARATE CIRCUIT.
9.EXITS SHALL BE ILLUMINATED AT ANYTIME THE BUILDING IS OCCUPIED WITH A
LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT- CANDLE AT
FLOOR LEVEL PER U.B.C.
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
A0.4a
GREEN BUILDING
CODE
NON - RESIDENTIAL
MANDATORY
MEASURES
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
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)
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.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES.
Eligible vehicles are limited to the following:
1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero
emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.
2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe
10 as regulated under 40 CFR Section 600 Subpart D.
NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle"
either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to
zero-emission vehicle standards.
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.
VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor,
designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used
primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.
Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.
SECTION 5.106 SITE DEVELOPMENT
5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE
OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a
larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction
activities through one or more of the following measures:
5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control
ordinance.
5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by
implementing an effective combination of erosion and sediment control and good housekeeping BMPs.
1. Soil loss BMPs that should be considered for implementation as appropriate for each project include,
but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible.
b. Preservation of natural features, vegetation, soil, and buffers around surface waters.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.
2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges
and wastes that should be considered for implementation as appropriate for each project include, but
are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.).
e. Control of vehicle/equipment fueling to contractor's staging area.
f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency
standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors
and in wastewater conveyance.
SECTION 5.302 DEFINITIONS
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to
reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on
the amount of water that needs to be applied to the landscape.
FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,
not including exterior areas such as stairs, covered walkways, patios and decks.
METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The
volume or cycle duration can be fixed or adjustable.
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that
has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy
bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or
operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom
washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or
dishwashers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape
design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed
landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and
climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance
(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and
maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least
as effective as the MWELO.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking
Water Standards. See definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the
U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority
Having Jurisdiction.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a
controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water
treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental
unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section
1954.202 (g) and Water code Section 517 for additional details.)
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied
water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape
Ordinance (MWELO).
5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate
electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with
regulations in the California Building Code and the California Electrical Code.
Exceptions:
1.On a case-by-case basis where the local enforcing agency has determined compliance with
this section is not feasible based upon one of the following conditions:
a.Where there is no local utility power supply
b.Where the local utility is unable to supply adequate power.
c.Where there is evidence suitable to the local enforcement agency substantiating the
local utility infrastructure design requirements, directly related to the implementation of
Section 5.106.5.3, may adversely impact the construction cost of the project.
2. Parking spaces accessible only by automated mechanical car parking systems are not
required to comply with this code section
5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following
requirements:
1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm)
diameter shall be provided and shall originate at a service panel or a subpanel(s) serving
the area, and shall terminate in close proximity to the proposed location of the EV capable
and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be
used to serve multiple EV charging spaces.
2.A service panel or subpanel (s) shall be provided with panel space and electrical load
capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV
capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.
3.The electrical system and any on-site distribution transformers shall have sufficient capacity
to supply full rated amperage at each EV capable space.
4.The service panel or subpanel circuit directory shall identify the reserved overcurrent
protective devices space(s) as "EV CAPABLE". The raceway termination location shall be
permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV
charging space shall count as at least one standard automobile parking space only for the purpose of
complying with any applicable minimum parking space requirements established by an enforcement
agency. See vehicle Code Section 22511.2 for further details.
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more
tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking
spaces with a minimum of one bicycle parking facility.
5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces,
provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a
minimum of one bicycle parking facility.
5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the
anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.
5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall
be convenient from the street and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
Note: Additional information on recommended bicycle accommodations may be obtained from
Sacramento Area Bicycle Advocates.
5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections
5.106.4.2.1 and 5.106.4.2.2
5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently
accessed with a minimum of four two-bike capacity racks per new building.
5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed
with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities
shall be convenient from the street or staff parking area and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as
specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State
Architect pursuant to Section 105, comply with Section 5.106.4.2
5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the
applicable local ordinance, whichever is stricter.
5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated
to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors'
entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being
added, with a minimum of one two-bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions
of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square
feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within
the authority of California Building Standards Commission). Code sections relevant to additions and
alterations shall only apply to the portions of the building being added or altered within the scope of the
permitted work.
A code section will be designated by a banner to indicate where the code section only applies to newly
constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no
banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:
Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section
1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving
plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions,
types of commercial real property affected, effective dates, circumstances necessitating
replacement of noncompliant plumbing fixtures, and duties and responsibilities for
ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and
alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)
301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,
only those code measures relevant to the building components and systems considered to be new
construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant
improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in
Section 301.3 non-residential additions and alterations.
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).
5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N]
Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply
equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading
spaces shall also comply with Section 5.106.5.4.1 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:
5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores
with planned off-street loading spaces.
[N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare
raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(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 subpanel shall meet the minimum power
requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future
installation of EVSE.
2.The construction documents shall indicate on or more location(s) convenient to the planned
offstreet 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
5.106.5.4.1
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 equipments for medium- and heavy-duty
vehicles.
4.The raceway(s) or busway(s) shall be 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
5.106.5.4.1.
TABLE 5.106.5.3.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF EVCS (EV
CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20% of total¹25% of EV capable spaces¹
5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply
with the following:
1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,
Section 10-114 of the California Administrative Code; and
2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);
3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in
Chapter 8) and
4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance
lawfully enacted pursuant to Section 101.7, whichever is more stringent.
Exceptions: [N]
1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.
2. Emergency lighting.
3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.
4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8
Alternate materials, designs and methods of construction.
5. Luminaires with less than 6,200 initial luminaire lumens.
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2
ALLOWABLE RATING
LIGHTING
ZONE
LZ0
LIGHTING
ZONE LZ1
LIGHTING
ZONE LZ2
LIGHTING
ZONE LZ3
LIGHTING
ZONE LZ4
MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is
0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
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.Where there is insufficient electrical supply.
2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards
the total number of required EV capable spaces shown in column 2.
5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table
5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of
Level 2 and Direct Current Fast Charging (DCFC), except that 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.
The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV
capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the
service panel or subpanel.
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
5.106.8.1 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.
5.106.10 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.
TABLE 5.106.5.4.1 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
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
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G1 G2 G3 G4
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G1 G1 G2
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G1 G1
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G0 G1
1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy
Code and Chapter 10 of the Callifornia Administrative Code.
2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be
considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For
property lines that abut public roadways and public transit corridors, the property line may be considered to be the
centerline of the public roadway or public transit corridor for the purpose of determining compliance with this
section.
3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced
ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting"
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
A0.4b
GREEN BUILDING
CODE
NON - RESIDENTIAL
MANDATORY
MEASURES
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.
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource
efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of
techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the
non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or
meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and
demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient
usage, recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or
bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated
byweight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable
documentation that the percentage of construction and demolition waste material diverted from the landfill
complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material
will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle
facilities capable of compliance with this item do not exist.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities
and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement
as approved by the enforcing agency.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as
necessary and shall be accessible during construction for examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)"
located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission-
Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste
management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of
Resources Recycling and Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping
provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste
items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited
Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste
materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated
vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such
material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of
Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that
are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
SECTION 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.
A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter
using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting
adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound
of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,
the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),
except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm
to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium
density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels,
structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or
finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).
Note: See CCR, Title 17, Section 93120.1.
DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a
24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).
DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,
sound power, sound intensity) with respect to a reference quantity.
ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses,
trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor
that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.
Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,
off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground
support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and
equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,
power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring
and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as
the fluctuating noise level integrated over the time of period of interest.
EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may
not be divided or have grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse
gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference
compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the
Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or
its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of
Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a
hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a
GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of
Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.5 times the pipe diameter.
LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than
150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,
sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundreths of a gram (g O3/g ROC).
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
PSIG. Pounds per square inch, guage.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.0 times the pipe diameter.
SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet
or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected
to remote compressor units or condensing units.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a)
.
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition
included in that specific regulation is the one that prevails for the specific measure in question.
SECTION 5.503 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.
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.
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.
5.410.4.2 (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.
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)
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.
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are
identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum)
paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources
Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.
5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits,
resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space
floor area.
5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3,
Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and
Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the
CalRecycle’s web site.
5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,
including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR),
Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be
completed within the systems manual and delivered to the building owner or representative. The
systems manual shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic
troubleshooting, recommended maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance
staff for each equipment type and/or system shall be developed and documented in the commissioning
report and shall include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or
equipment it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the
following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant
within a new building or within an addition that is projected to consume more than 1,000 gal/day.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply
with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
Notes:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations,
Title 23, Chapter 2.7, Division 2.
2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges,
landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of
Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter
2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF)
shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.
Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the
prescriptive measures contained in Appendix D of the MWELO.
5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape
area equal to or greater than 500 square feet.
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate
landscape area equal to or greater than 1,200 square feet.
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.
5.303.4 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.
Y N/A
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.
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.
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.
TEST. A procedure to determine quantitative performance of a system or equipment
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.
5.410.2 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. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of
commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for
qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional
performance tests or to adjust and balance systems.
2. 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.)
5.303.3.4 Faucets and fountains.
5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not
more than 0.5 gallons per minute at 60 psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8
gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate,
but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons
per minute at 60 psi.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8
gallons per minute/20 [rim space (inches) at 60 psi].
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a
maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7), and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY:The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
A0.4c
GREEN BUILDING
CODE
NON - RESIDENTIAL
MANDATORY
MEASURES
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.
5.504.4.4.1 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.
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.
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.
TABLE 5.504.4.3 - CONT.
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
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 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.
5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.
5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and
hold for 30 minutes.
5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30
minutes.
5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours
with a maximum drift of 100 microns over a 24-hour period.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent
shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate
compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing
agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a
certification from a recognized state, national or international association, as determined by the local agency. The
area of certification shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to,
construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods
acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or
special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate
section or identified applicable checklist.
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023)
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,
CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see
Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum
requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local
code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control
ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements
of the California Energy Code, Section 120(c)(4).
5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be
equipped with a carbon dioxide monitor or sensor that meets the following requirements:
1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and
6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable
windows.
2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or
sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the
carbon dioxide readings shall be available to and regularly monitored by facility personnel.
3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the
classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility
personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have
exceeded 1,100ppm.
4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a
record of previous carbon dioxide measurements of not less than 30 days duration.
5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide
levels with a range of 400ppm to 2000ppm or greater.
6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon
dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than
once every 5 years.
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class
(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission
Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in
Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior
noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking
structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all
subsections apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to
the noise source making up the building or addition envelope or altered envelope shall meet a composite STC
rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of
40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible
Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed
shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or
fixed-guideway source as determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a
noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration
exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of
at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and
roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered
envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does
not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as
appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior
sound levels shall be prepared by personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant
spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of
Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression
equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not
contain CFCs.
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area
receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard
Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications
01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring
materials meet the pollutant emission limits.
5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,
"Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.7.1 Verification of compliance.
Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission
limits.
5.504.4.8 Acoustical ceiling and wall panels.
Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "
Version 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical
finish materials meet the pollutant emission limits.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air
filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of
13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of
the same value shall be included in the operation and maintenance manual.
Exceptions: Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV
rating.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,
prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as
already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,
county, city and county, California Community College, campus of the California State University, or campus of the
University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post
signage to inform building occupants of the prohibitions.
5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of
the enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification
2. Field verification of on-site product containers
5.504.4.4 Carpet Systems.
All carpet installed in the building interior shall meet the requirements of the California Department of Public
Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor
Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California
Specifications 01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4 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 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.)
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
GENERAL. THIS CHAPTER CONTAINS SCOPING AND TECHNICAL REQUIREMENTS FOR
ACCESSIBILITY TO SITES, FACILITIES, BUILDINGS, AND ELEMENTS BY INDIVIDUALS WITH
DISABILITIES. THE REQUIREMENTS ARE TO BE APPLIED DURING THE DESIGN, CONSTRUCTION,
ADDITIONS TO, AND ALTERATION OF SITES, FACILITIES, BUILDINGS, AND ELEMENTS TO THE
EXTENT REQUIRED BY CHAPTER 1, SECTION 1.9.
11B-101.1
11B-101.1 PURPOSE
11B-101.1 RESERVED
DIMENSIONS FOR ADULTS AND CHILDREN.THE TECHNICAL REQUIREMENTS ARE BASED ON
ADULT DIMENSIONS AND ANTHROPOMETRICS. IN ADDITION, THIS CHAPTER INCLUDES TECHNICAL
REQUIREMENTS BASED ON CHILDREN'S DIMENSIONS AND ANTHROPOMETRICS FOR DRINKING
FOUNTAINS, WATER CLOSETS, TOILET COMPARTMENTS, LAVATORIES AND SINKS, DINING
SURFACES, AND WORK SURFACES.
11B-102
EQUIVALENT FACILITATION.NOTHING IN THESE REQUIREMENTS PREVENTS THE USE OF
DESIGNS, PRODUCTS, OR TECHNOLOGIES AS ALTERNATIVES TO THOSE PRESCRIBED, PROVIDED
THEY RESULT IN SUBSTANTIALLY EQUIVALENT OR GREATER ACCESSIBILITY AND USABILITY.
11B-103
11B-104 CONVENTIONS.
DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE.11B-104.1
CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO
CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A
RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS.
11B-104.1.1
CALCULATION OF PERCENTAGES. WHERE THE REQUIRED NUMBER OF ELEMENTS OR FACILITIES
TO BE PROVIDED IS DETERMINED BY CALCULATIONS OF RATIOS OR PERCENTAGES AND
REMAINDERS OR FRACTIONS RESULT, THE NEXT GREATER WHOLE NUMBER OF SUCH ELEMENTS
OR FACILITIES SHALL BE PROVIDED. WHERE THE DETERMINATION OF THE REQUIRED SIZE OR
DIMENSION OF AN ELEMENT OR FACILITY INVOLVES RATIOS OR PERCENTAGES, ROUNDING DOWN
FOR VALUES LESS THAN ONE HALF SHALL BE PERMITTED.
11B-104.2
FIGURES. UNLESS SPECIFICALLY STATED OTHERWISE, FIGURES ARE PROVIDED FOR
INFORMATIONAL PURPOSES ONLY.
11B-104.3
11B-105 REFERENCED STANDARDS.
GENERAL. SEE CALIFORNIA BUILDING CODE (CBC) CHAPTER 35.11B-105.1
11B-106 DEFINITIONS.
GENERAL. FOR THE PURPOSE OF THIS CHAPTER, THE TERMS LISTED IN CBC SECTION 11 B-106.5
AND DEFINED IN CBC CHAPTER 2 HAVE THE INDICATED MEANING.
11B-106.1
TERMS DEFINED IN REFERENCED STANDARDS. TERMS NOT LISTED IN CBC SECTION LLB-106.5
AND NOT DEFINED IN CBC CHAPTER 2, SECTION 202, BUT SPECIFICALLY DEFINED IN A
REFERENCED STANDARD, SHALL HAVE THE SPECIFIED MEANING FROM THE REFERENCED
STANDARD UNLESS OTHERWISE STATED.
11B-106.2
UNDEFINED TERMS. THE MEANING OF TERMS NOT SPECIFICALLY LISTED IN CBC SECTION 11B-1
06.5, AND NOT DEFINED IN CBC CHAPTER 2, SECTION 202, OR IN REFERENCED STANDARDS SHALL
BE AS DEFINED BY COLLEGIATE DICTIONARIES IN THE SENSE THAT THE CONTEXT IMPLIES.
11B-106.3
INTERCHANGEABILITY. SEE CBC CHAPTER 2, SECTION 201 .2.11B-106.4
11B-107 SPECIAL CONDITIONS APPEALS ACTION.SEE CBC CHAPTER 1, SECTION 1.9.1.5.
MAINTENANCE OF ACCESSIBLE FEATURES.A PUBLIC ACCOMMODATION SHALL MAINTAIN IN
OPERABLE WORKING CONDITION THOSE FEATURES OF FACILITIES AND EQUIPMENT THAT ARE
REQUIRED TO BE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR
TEMPORARY INTERRUPTIONS IN SERVICE OR ACCESSIBILITY DUE TO MAINTENANCE OR REPAIRS
SHALL BE PERMITTED.
11B-108
DIVISION 1: APPLICATION AND ADMINISTRATION
SCOPE. ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS AND FACILITIES
AND ALTERED PORTIONS OF EXISTING BUILDINGS AND FACILITIES SHALL COMPLY WITH THESE
REQUIREMENTS.
11B-201.1
11B-201 APPLICATION
DIVISION 2: SCOPING REQUIREMENTS
APPLICATION BASED ON BUILDING OR FACILITY USE. WHERE A SITE, BUILDING, FACILITY, ROOM,
OR SPACE CONTAINS MORE THAN ONE USE, EACH PORTION SHALL COMPLY WITH THE
APPLICABLE REQUIREMENTS FOR THAT USE.
11B-201.2
TEMPORARY AND PERMANENT STRUCTURES. THESE REQUIREMENTS SHALL APPLY TO
TEMPORARY AND PERMANENT BUILDINGS AND FACILITIES.
11B-201.3
CONSTRUCTION SUPPORT FACILITIES. THESE REQUIREMENTS SHALL APPLY TO TEMPORARY OR
PERMANENT CONSTRUCTION SUPPORT FACILITIES FOR USES AND ACTIVITIES NOT DIRECTLY
ASSOCIATED WITH THE ACTUAL PROCESSES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO
OFFICES, MEETING ROOMS, PLAN ROOMS, OTHER ADMINISTRATIVE OR SUPPORT FUNCTIONS.
WHEN PROVIDED, TOILET AND BATHING FACILITIES SERVING CONSTRUCTION SUPPORT
FACILITIES SHALL COMPLY WITH SECTION 11 B-213. WHEN TOILET AND BATHING FACILITIES
SERVING CONSTRUCTION SUPPORT FACILITIES ARE PROVIDED BY PORTABLE UNITS, AT LEAST
ONE OF EACH TYPE SHALL BE ACCESSIBLE AND CONNECTED TO THE CONSTRUCTION SUPPORT
FACILITIES IT SERVES BY AN ACCESSIBLE ROUTE.
11B-201.4
EXCEPTION:
DURING CONSTRUCTION AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED
BETWEEN SITE ARRIVAL POINTS OR THE BOUNDARY OF THE AREA OF
CONSTRUCTION AND THE ENTRANCE TO THE CONSTRUCTION SUPPORT
FACILITIES IF THE ONLY MEANS OF ACCESS BETWEEN THEM IS A VEHICULAR
WAY NOT PROVIDING PEDESTRIAN ACCESS.
11B-203 GENERAL EXCEPTIONS
GENERAL. SITES, BUILDINGS, FACILITIES, AND ELEMENTS ARE EXEMPT FROM THESE
REQUIREMENTS TO THE EXTENT SPECIFIED BY 11B-203
11B-203.1
CONSTRUCTION SITES. STRUCTURES AND SITES DIRECTLY ASSOCIATED WITH THE ACTUAL
PROCESSES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, SCAFFOLDING, BRIDGING,
MATERIALS HOISTS, MATERIALS STORAGE AND CONSTRUCTION TRAILERS SHALL NOT BE
REQUIRED TO COMPLY WITH THESE REQUIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE.
PORTABLE TOILET UNITS PROVIDED FOR USE EXCLUSIVELY BY CONSTRUCTION PERSONNEL ON A
CONSTRUCTION SITE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-213 OR TO BE ON
AN ACCESSIBLE ROUTE.
11B-203.2
RAISED AREAS. AREAS RAISED PRIMARILY FOR PURPOSES OF SECURITY, LIFE SAFETY, OR FIRE
SAFETY, INCLUDING BUT NOT LIMITED TO, OBSERVATION OR LOOKOUT GALLERIES, PRISON
GUARD TOWERS, FIRE TOWERS OR LIFE GUARD STANDS SHALL NOT BE REQUIRED TO COMPLY
WITH THESE REQUIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE.
11B-203.3
LIMITED ACCESS SPACES. SPACES NOT CUSTOMARILY OCCUPIED AND ACCESSED ONLY BY
LADDERS, CATWALKS, CRAWL SPACES OR VERY NARROW PASSAGEWAYS SHALL NOT BE
REQUIRED TO COMPLY WITH THESE REQUIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE.
11B-203.4
MACHINERY SPACES. SPACES FREQUENTED ONLY BY SERVICE PERSONNEL FOR MAINTENANCE,
REPAIR OR OCCASIONAL MONITORING OF EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY
WITH THESE REQUIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE. MACHINERY SPACES
INCLUDE, BUT ARE NOT LIMITED TO, ELEVATOR PITS OR ELEVATOR PENTHOUSES; MECHANICAL,
ELECTRICAL OR COMMUNICATIONS EQUIPMENT ROOMS; PIPING OR EQUIPMENT CATWALKS;
WATER OR SEWAGE TREATMENT PUMP ROOMS AND STATIONS; ELECTRIC SUBSTATIONS AND
TRANSFORMER VAULTS; AND HIGHWAY AND TUNNEL UTILITY FACILITIES.
11B-203.5
RESIDENTIAL FACILITIES. IN PUBLIC HOUSING RESIDENTIAL FACILITIES, COMMON USE AREAS
THAT DO NOT SERVE RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE MOBILITY FEATURES
COMPLYING WITH SECTIONS 11B-809.2 THROUGH 11B-809.4 AND ADAPTABLE FEATURES
COMPLYING WITH CHAPTER 11A, DIVISION IV SHALL NOT BE REQUIRED TO COMPLY WITH THESE
REQUIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE.
11B-203.8
EMPLOYEE WORK AREAS. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL ONLY
BE REQUIRED TO COMPLY WITH SECTIONS 11B-206.2.8, 11B-207.1, AND 11B-215.3 AND SHALL BE
DESIGNED AND CONSTRUCTED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER,
AND EXIT THE EMPLOYEE WORK AREA.
11B-203.9
11B-204 PROTRUDING OBJECTS
GENERAL. PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL COMPLY WITH SECTION
11B-301.
11B-204.1
1.
2.
EXCEPTIONS:
WITHIN AREAS OF SPORT ACTIVITY, PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL
NOT BE REQUIRED TO COMPLY WITH SECTION 11B-301.
WITHIN PLAY AREAS, PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL NOT BE
REQUIRED TO COMPLY WITH SECTION 11 B-301 PROVIDED THAT GROUND LEVEL ACCESSIBLE
ROUTES PROVIDE VERTICAL CLEARANCE IN COMPLIANCE WITH SECTION 11B-1008.2.
11B-205 OPERABLE PARTS
GENERAL. OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES, AND IN
ACCESSIBLE ROOMS AND SPACES SHALL COMPLY WITH SECTION 11B-309.
11B-205.1
1.
2.
3.
4.
5.
6.
7.
8.
EXCEPTIONS:
OPERABLE PARTS THAT ARE INTENDED FOR USE ONLY BY SERVICE OR MAINTENANCE
PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309. E
ELECTRICAL OR COMMUNICATION RECEPTACLES SERVING A DEDICATED USE SHALL NOT
BE REQUIRED TO COMPLY WITH SECTION 11B-309.
RESERVED.
FLOOR ELECTRICAL RECEPTACLES SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-309.
HVAC DIFFUSERS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309.
EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FOR A
SINGLE ELEMENT, ONE CONTROL IN EACH SPACE SHALL NOT BE REQUIRED TO COMPLY
WITH SECTION 11B-309.
CLEATS AND OTHER BOAT SECUREMENT DEVICES SHALL NOT BE REQUIRED TO COMPLY
WITH SECTION 11B-309.3.
EXERCISE MACHINES AND EXERCISE EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY
WITH SECTION 11B-309.
11B-206 ACCESSIBLE ROUTES
1.
2.
3.
EXCEPTIONS:
RESERVED.
AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED BETWEEN SITE ARRIVAL POINTS AND THE
BUILDING OR FACILITY ENTRANCE IF THE ONLY MEANS OF ACCESS BETWEEN THEM IS A
VEHICULAR WAY NOT PROVIDING PEDESTRIAN ACCESS.
GENERAL CIRCULATION PATHS SHALL BE PERMITTED WHEN LOCATED IN CLOSE PROXIMITY
TO AN ACCESSIBLE ROUTE.
GENERAL. ACCESSIBLE ROUTES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-206
AND SHALL COMPLY WITH DIVISION 4.
11B-206.1
GENERAL. ACCESSIBLE ROUTES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-206
AND SHALL COMPLY WITH DIVISION 4.
11B-206.2
SITE ARRIVAL POINTS. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE
SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER DROP-OFF AND
LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO
THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE
ROUTE IS PROVIDED, ALL ROUTES MUST BE ACCESSIBLE.
11B-206.2.1
WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,
ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE
SAME SITE.
11B-206.2.2
EXCEPTIONS: AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED BETWEEN ACCESSIBLE
BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES IF
THE ONLY MEANS OF ACCESS BETWEEN THEM IS A VEHICULAR WAY NOT PROVIDING
PEDESTRIAN ACCESS.
MULTISTORY BUILDINGS AND FACILITIES. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT
EACH STORY AND MEZZANINE IN MULTISTORY BUILDINGS AND FACILITIES.
11B-206.2.3
1.
2.
3.
4.
5.
6.
7.
EXCEPTIONS:
THE FOLLOWING TYPES OF PRIVATELY FUNDED MULTI-STORY BUILDINGS DO NOT REQUIRE A
RAMP OR ELEVATOR ABOVE AND BELOW THE FIRST FLOOR:
1.1. MULTISTORIED OFFICE BUILDINGS (OTHER THAN THE PROFESSIONAL OFFICE OF A
HEALTH CARE PROVIDER) AND PASSENGER VEHICLE SERVICE STATIONS LESS
THAN THREE STORIES HIGH OR LESS THAN 3,000 SQUARE FEET (279 M2) PER STORY.
1.2. ANY OTHER PRIVATELY FUNDED MULTISTORIED BUILDING THAT IS NOT A
SHOPPING CENTER, SHOPPING MALL OR THE PROFESSIONAL OFFICE OF A HEALTH
CARE PROVIDER, OR A TERMINAL, DEPOT OR OTHER STATION USED FOR SPECIFIED
PUBLIC TRANSPORTATION, OR AN AIRPORT PASSENGER TERMINAL AND THAT IS
LESS THAN THREE STORIES HIGH OR LESS THAN 3,000 SQUARE FEET (279 M2) PER
STORY IF A REASONABLE PORTION OF ALL FACILITIES AND ACCOMMODATIONS
NORMALLY SOUGHT AND USED BY THE PUBLIC IN SUCH A BUILDING ARE
ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES.
RESERVED.
IN RESIDENTIAL FACILITIES, AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO CONNECT
STORIES WHERE RESIDENTIAL DWELLING UNITS WITH MOBILITY FEATURES REQUIRED TO
COMPLY WITH SECTIONS 11B-809.2 THROUGH 11B-809.4, RESIDENTIAL DWELLING UNITS WITH
ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION IV, ALL COMMON USE AREAS
SERVING RESIDENTIAL DWELLING UNITS WITH MOBILITY FEATURES REQUIRED TO COMPLY
WITH SECTIONS 11B-809.2 THROUGH 11B-809.4, ALL COMMON USE AREAS SERVING RESIDENTIAL
DWELLING UNITS WITH ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION IV,
AND PUBLIC USE AREAS 6. SINE ARIVRI NTGR ARFEFSICID CENTIAL DWELLING UNITS ARE ON AN
ACCESSIBLE ROUTE.
IN RESIDENTIAL FACILITIES, AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO CONNECT
STORIES WHERE RESIDENTIAL DWELLING UNITS WITH MOBILITY FEATURES REQUIRED TO
COMPLY WITH SECTIONS 11B-809.2 THROUGH 11B-809.4, RESIDENTIAL DWELLING UNITS WITH
ADAPTABLE FEATURES COMPLYING WITH SECTIONS 11B-809.6 THROUGH 11B-809.12, ALL
COMMON USE AREAS SERVING RESIDENTIAL DWELLING UNITS WITH MOBILITY FEATURES
REQUIRED TO COMPLY WITH SECTIONS 11B-809.2 THROUGH 11B-809.4, ALL COMMON USE AREAS
SERVING RESIDENTIAL DWELLING UNITS WITH ADAPTABLE FEATURES COMPLYING WITH
SECTIONS 11B-809.6 THROUGH 11B-809.12, AND PUBLIC USE AREAS SERVING RESIDENTIAL
DWELLING UNITS ARE ON AN ACCESSIBLE ROUTE.
WITHIN MULTISTORY TRANSIENT LODGING GUEST ROOMS WITH MOBILITY FEATURES REQUIRED
TO COMPLY WITH SECTION 11B-806.2, AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO
CONNECT STORIES PROVIDED THAT SPACES COMPLYING WITH SECTION 11B-806.2 ARE ON AN
ACCESSIBLE ROUTE AND SLEEPING ACCOMMODATIONS FOR TWO PERSONS MINIMUM ARE
PROVIDED ON A STORY SERVED BY AN ACCESSIBLE ROUTE.
IN AIR TRAFFIC CONTROL TOWERS, AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO SERVE
THE CAB AND THE EQUIPMENT AREAS ON THE FLOOR IMMEDIATELY BELOW THE CAB.
RESERVED
PEDESTRIAN STREET CROSSINGS. WHERE WALKS OR SIDEWALKS ARE PROVIDED, A CURB
RAMP, BLENDED TRANSITION, OR A COMBINATION OF CURB RAMPS AND BLENDED TRANSITIONS
COMPLYING WITH SECTION 11B-406 SHALL CONNECT THE WALKS OR SIDEWALKS AT EACH
PEDESTRIAN STREET CROSSING. THE CURB RAMP (EXCLUDING ANY FLARED SIDES) OR
BLENDED TRANSITION SHALL BE CONTAINED WHOLLY WITHIN THE WIDTH OF THE PEDESTRIAN
STREET CROSSING SERVED.
11B-206.2.19
EXCEPTIONS:COMPLIANCE WITH SECTION 11B-206.2.19 SHALL NOT BE REQUIRED WHERE
PEDESTRIAN CROSSING IS PROHIBITED BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.
LOCATION. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS
GENERAL CIRCULATION PATHS. WHERE CIRCULATION PATHS ARE INTERIOR, REQUIRED
ACCESSIBLE ROUTES SHALL ALSO BE INTERIOR. AN ACCESSIBLE ROUTE SHALL NOT PASS
THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR
SIMILAR PURPOSES, EXCEPT AS PERMITTED BY CHAPTER 10.
11B-206.3
ENTRANCES. ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-206.4.
ENTRANCE DOORS, DOORWAYS, AND GATES SHALL COMPLY WITH SECTION 11B-404 AND SHALL
BE ON AN ACCESSIBLE ROUTE COMPLYING WITH SECTION 11B-402.
11B-206.4
1.
2.
EXCEPTIONS:
RESERVED
RESERVED
ENTRANCES AND EXTERIOR GROUND FLOOR EXITS. ALL ENTRANCES AND EXTERIOR
GROUNDFLOOR EXITS TO BUILDINGS AND FACILITIES SHALL COMPLY WITH SECTION 11B-404.
11B-206.4.1
1.
2.
EXCEPTIONS:
EXTERIOR GROUND FLOOR EXITS SERVING SMOKE-PROOF ENCLOSURES, STAIRWELLS,
AND EXIT DOORS SERVING STAIRS ONLY SHALL NOT BE REQUIRED TO COMPLY WITH
SECTION 11B-404.
EXITS IN EXCESS OF THOSE REQUIRED BY CHAPTER 10, AND WHICH ARE MORE THAN 24
INCHES (610 mm) ABOVE GRADE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-404. DIRECTIONAL SIGNS SHALL COMPLY WITH CHAPTER 10, SECTION 1009.10.
TENANT SPACES. ALL ENTRANCES TO EACH TENANCY IN A FACILITY SHALL COMPLY WITH
SECTION 11B-404.
11B-206.4.5
EXCEPTION: SELF-SERVICE STORAGE FACILITIES NOT REQUIRED TO COMPLY WITH SECTION
11B-225.3 SHALL NOT BE REQUIRED TO BE ON AN ACCESSIBLE ROUTE.
RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE. IN RESIDENTIAL DWELLING UNITS, AT LEAST
ONE PRIMARY ENTRANCE SHALL COMPLY WITH SECTION 11B-404. THE PRIMARY ENTRANCE TO A
RESIDENTIAL DWELLING UNIT SHALL NOT BE TO A BEDROOM.
11B-206.4.6
RESTRICTED ENTRANCES. WHERE RESTRICTED ENTRANCES ARE PROVIDED TO A BUILDING
OR FACILITY, ALL RESTRICTED ENTRANCES TO THE BUILDING OR FACILITY SHALL COMPLY
WITH SECTION 11B-404.
11B-206.4.7
SERVICE ENTRANCES. IF A SERVICE ENTRANCE IS THE ONLY ENTRANCE TO A BUILDING OR TO
A TENANCY IN A FACILITY, THAT ENTRANCE SHALL COMPLY WITH SECTION 11B-404. IN EXISTING
BUILDINGS AND FACILITIES, A SERVICE ENTRANCE SHALL NOT BE THE SOLE ACCESSIBLE
ENTRANCE UNLESS IT IS THE ONLY ENTRANCE TO A BUILDING OR FACILITY.
11B-206.4.8
DOORS, DOORWAYS, AND GATES. DOORS, DOORWAYS AND GATES PROVIDING USER
PASSAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-206.5.
11B-206.5
ENTRANCES. EACH ENTRANCE TO A BUILDING OR FACILITY REQUIRED TO COMPLY WITH
SECTION 11B-206.4 SHALL COMPLY WITH SECTION 11B-404.
11B-206.5.1
ROOMS AND SPACES. WITHIN A BUILDING OR FACILITY, EVERY DOOR, DOORWAY OR GATE
SERVING ROOMS AND SPACES COMPLYING WITH THIS CHAPTER SHALL COMPLY WITH SECTION
11B-404.
11B-206.5.2
RESIDENTIAL DWELLING UNITS. IN RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE
MOBILITY FEATURES COMPLYING WITH SECTIONS 11B-809.2 THROUGH 11B-809.4, ALL DOORS
AND DOORWAYS PROVIDING USER PASSAGE SHALL COMPLY WITH SECTION 11B-404.
11B-206.5.4
ELEVATORS. ELEVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH SECTION 11B-407.
WHERE MULTIPLE ELEVATORS ARE PROVIDED, EACH ELEVATOR SHALL COMPLY WITH SECTION
11B-407.
11B-206.6
1.
2.
3.
EXCEPTIONS:
IN A BUILDING OR FACILITY PERMITTED TO USE THE EXCEPTIONS TO SECTION
11B-206.2.3 OR PERMITTED BY SECTION 11B-206.7 TO USE A PLATFORM LIFT,
ELEVATORS COMPLYING WITH SECTION 11B-408 SHALL BE PERMITTED.
ELEVATORS COMPLYING WITH SECTION 11B-408 OR 11B-409 SHALL BE PERMITTED IN
MULTISTORY RESIDENTIAL DWELLING UNITS. ELEVATORS PROVIDED AS A MEANS OF
ACCESS WITHIN A PRIVATE RESIDENCE SHALL BE INSTALLED SO THAT THEY ARE NOT
ACCESSIBLE TO THE GENERAL PUBLIC OR TO OTHER OCCUPANTS OF THE BUILDING.
DESTINATION-ORIENTED ELEVATORS COMPLYING WITH SECTION 11B-411 SHALL BE
PERMITTED.
PLATFORM LIFTS. PLATFORM LIFTS SHALL COMPLY WITH SECTION 11B-410. PLATFORM LIFTS
SHALL BE PERMITTED AS A COMPONENT OF AN ACCESSIBLE ROUTE IN NEW CONSTRUCTION IN
ACCORDANCE WITH SECTION 11B-206.7. PLATFORM LIFTS SHALL BE PERMITTED AS A
COMPONENT OF AN ACCESSIBLE ROUTE IN AN EXISTING BUILDING OR FACILITY.
11B-206.7
WHEELCHAIR SPACES. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN ACCESSIBLE
ROUTE TO COMPLY WITH THE WHEELCHAIR SPACE DISPERSION AND LINE-OF-SIGHT
REQUIREMENTS OF SECTIONS 11B-221 AND 11B-802.
11B-206.7.2
INCIDENTAL SPACES. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN ACCESSIBLE
ROUTE TO INCIDENTAL SPACES WHICH ARE NOT PUBLIC USE SPACES AND WHICH ARE
OCCUPIED BY FIVE PERSONS MAXIMUM.
11B-206.7.3
EXISTING SITE CONSTRAINTS. PLATFORM LIFTS SHALL BE PERMITTED WHERE EXISTING
EXTERIOR SITE CONSTRAINTS MAKE USE OF A RAMP OR ELEVATOR INFEASIBLE.
11B-206.7.5
GUEST ROOMS AND RESIDENTIAL DWELLING UNITS. PLATFORM LIFTS SHALL BE PERMITTED TO
CONNECT LEVELS WITHIN TRANSIENT LODGING GUEST ROOMS REQUIRED TO PROVIDE
MOBILITY FEATURES COMPLYING WITH SECTION 11B-806.2 OR RESIDENTIAL DWELLING UNITS
REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTIONS 11B-809.2 THROUGH
11B-809.4 AND ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION IV.
11B-206.7.6
STAIRS AND ESCALATORS IN EXISTING BUILDINGS. IN ALTERATIONS AND ADDITIONS, WHERE AN
ESCALATOR OR STAIR IS PROVIDED WHERE NONE EXISTED PREVIOUSLY AND MAJOR
STRUCTURAL MODIFICATIONS ARE NECESSARY FOR THE INSTALLATION, AN ACCESSIBLE
ROUTE SHALL BE PROVIDED BETWEEN THE LEVELS SERVED BY THE ESCALATOR OR STAIR
UNLESS EXEMPTED BY SECTION 11B-206.2.3 EXCEPTIONS 1 THROUGH 7.
11B-206.2.3.1
DISTANCE TO ELEVATORS. IN NEW CONSTRUCTION OF BUILDINGS WHERE ELEVATORS ARE
REQUIRED BY SECTION 11B-206.2.3, AND WHICH EXCEED 10,000 SQUARE FEET (929 M2) ON ANY
FLOOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE
PROVIDED WITHIN 200 FEET (60,960 mm) OF TRAVEL OF EACH STAIR AND EACH ESCALATOR. IN
EXISTING BUILDINGS THAT EXCEED 10,000 SQUARE FEET (929 M2) ON ANY FLOOR AND IN WHICH
ELEVATORS ARE REQUIRED BY SECTION 11B-206.2.3, WHENEVER A NEWLY CONSTRUCTED
MEANS OF VERTICAL ACCESS IS PROVIDED VIA STAIRS OR AN ESCALATOR, AN ACCESSIBLE
MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200
FEET (60,960 mm) OF TRAVEL OF EACH NEW STAIR OR ESCALATOR.
11B-206.2.3.2
EXCEPTIONS:STAIRS USED SOLELY FOR EMERGENCY EGRESS.
SPACES AND ELEMENTS. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE
BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE
BUILDING OR FACILITY, INCLUDING MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A
CIRCULATION PATH UNLESS EXEMPTED BY SECTION 11B-206.2.3 EXCEPTIONS 1 THROUGH 7.
11B-206.2.4
1.
2.
3.
EXCEPTIONS:
RESERVED.
IN ASSEMBLY AREAS WITH FIXED SEATING REQUIRED TO COMPLY WITH SECTION 11B-221,
AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO SERVE FIXED SEATING WHERE
WHEELCHAIR SPACES REQUIRED TO BE ON AN ACCESSIBLE ROUTE ARE NOT PROVIDED.
RESERVED.
EMPLOYEE WORK AREAS. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS
SHALL COMPLY WITH SECTION 11B-402.
11B-206.2.8
1.
2.
3.
EXCEPTIONS:
RESERVED.
COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT
ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED TO
COMPLY WITH SECTION 11B-402.RESERVED.
COMMON USE CIRCULATION PATHS LOCATED WITHIN EXTERIOR EMPLOYEE WORK AREAS
THAT ARE FULLY EXPOSED TO THE WEATHER SHALL NOT BE REQUIRED TO COMPLY WITH
SECTION 11B-402.
COURT SPORTS. IN COURT SPORTS, AT LEAST ONE ACCESSIBLE ROUTE SHALL DIRECTLY
CONNECT BOTH SIDES OF THE COURT.
11B-206.2.12
EXERCISE MACHINES AND EQUIPMENT. EXERCISE MACHINES AND EQUIPMENT REQUIRED TO
COMPLY WITH 11B-236 SHALL BE ON AN ACCESSIBLE ROUTE.
11B-206.2.13
11B-207 ACCESSIBLE MEANS OF EGRESS
GENERAL. MEANS OF EGRESS SHALL COMPLY WITH CHAPTER 10, SECTION 1009.11B-207.1
1.
2.
3.
EXCEPTIONS:
WHERE MEANS OF EGRESS ARE PERMITTED BY LOCAL BUILDING OR LIFE SAFETY CODES
TO SHARE A COMMON PATH OF EGRESS TRAVEL, ACCESSIBLE MEANS OF EGRESS SHALL
BE PERMITTED TO SHARE A COMMON PATH OF EGRESS TRAVEL.
AREAS OF REFUGE SHALL NOT BE REQUIRED IN DETENTION AND CORRECTIONAL
FACILITIES.
ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN EXISTING
BUILDINGS.
PLATFORM LIFTS. STANDBY POWER SHALL BE PROVIDED FOR PLATFORM LIFTS PERMITTED BY
CHAPTER 10, SECTION 1009.5 TO SERVE AS A PART OF AN ACCESSIBLE MEANS OF EGRESS. TO
ENSURE CONTINUED OPERATION IN CASE OF PRIMARY POWER LOSS, PLATFORM LIFTS SHALL BE
PROVIDED WITH STANDBY POWER OR WITH SELF-RECHARGEABLE BATTERY POWER THAT
PROVIDES SUFFICIENT POWER TO OPERATE ALL PLATFORM LIFT FUNCTIONS FOR A MINIMUM OF
FIVE UPWARD AND DOWNWARD TRIPS.
11B-207.2
11B-208 PARKING SPACES
GENERAL. WHERE PARKING SPACES ARE PROVIDED, PARKING SPACES SHALL BE PROVIDED IN
ACCORDANCE WITH SECTION 11B-208. FOR THE PURPOSES OF THIS SECTION, ELECTRIC VEHICLE
CHARGING STATIONS ARE NOT PARKING SPACES; SEE SECTION 11B-228.
11B-208.1
EXCEPTIONS:PARKING SPACES USED EXCLUSIVELY FOR BUSES, TRUCKS, OTHER DELIVERY
VEHICLES, OR VEHICULAR IMPOUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-208 PROVIDED THAT LOTS ACCESSED BY THE PUBLIC ARE PROVIDED WITH A
PASSENGER DROP-OFF AND LOADING ZONE COMPLYING WITH SECTION 11B-503.
MINIMUM NUMBER. PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL BE PROVIDED IN
ACCORDANCE WITH TABLE 11B-208.2 EXCEPT AS REQUIRED BY SECTIONS 11B-208.2.1, 11B-208.2.2,
AND 11B-208.2.3. WHERE MORE THAN ONE PARKING FACILITY IS PROVIDED ON A SITE, THE
NUMBER OF ACCESSIBLE SPACES PROVIDED ON THE SITE SHALL BE CALCULATED ACCORDING TO
THE NUMBER OF SPACES REQUIRED FOR EACH PARKING FACILITY.
11B-208.2
TABLE 11B-208.2 PARKING SPACES
TOTAL NUMBER OF PARKING SPACES PROVIDED IN
PARKING
MINIMUM NUMBER OF REQUIRED ACCESSIBLE
PARKING SPACES
1 TO 25 1
26 TO 50 2
51 TO 75 3
76 TO 100 4
101 TO 150 5
151 TO 200 6
201 TO 300 7
301 TO 400 8
401 TO 500 9
501 TO 1,000 2 PERCENT OF TOTAL
1001 AND OVER 20, PLUS 1 FOR EACH 100, OR FRACTION THEREOF,
OVER 1,000
RESIDENTIAL FACILITIES. PARKING SPACES PROVIDED TO SERVE RESIDENTIAL FACILITIES SHALL
COMPLY WITH SECTION 11B-208.2.3.
11B-208.2.3
PARKING FOR RESIDENTS. WHERE AT LEAST ONE PARKING SPACE IS PROVIDED FOR EACH
RESIDENTIAL DWELLING UNIT, AT LEAST ONE PARKING SPACE COMPLYING WITH SECTION 11B-502
SHALL BE PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT REQUIRED TO PROVIDE MOBILITY
FEATURES COMPLYING WITH SECTIONS 11B-809.2 THROUGH 11B-809.4. WHERE FEWER THAN ONE
PARKING SPACE IS PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT, PARKING SPACES
COMPLYING WITH SECTION 11B-502 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-208.2.
11B-208.2.3.1
ADDITIONAL PARKING SPACES FOR RESIDENTS. WHERE THE TOTAL NUMBER OF PARKING SPACES
PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT EXCEEDS ONE PARKING SPACE PER
RESIDENTIAL DWELLING UNIT, 2 PERCENT, BUT NO FEWER THAN ONE SPACE, OF ALL THE
PARKING SPACES NOT COVERED BY SECTION 11B-208.2.3.1 SHALL COMPLY WITH SECTION
11B-502.
11B-208.2.3.2
PARKING FOR GUESTS, EMPLOYEES, AND OTHER NON-RESIDENTS. WHERE PARKING SPACES ARE
PROVIDED FOR PERSONS OTHER THAN RESIDENTS, PARKING SHALL BE PROVIDED IN
ACCORDANCE WITH TABLE 11B-208.2. NOTE: WHEN ASSIGNED PARKING IS PROVIDED, CHAPTER
11A INDICATES DESIGNATED ACCESSIBLE PARKING FOR THE ADAPTABLE RESIDENTIAL DWELLING
UNITS SHALL BE PROVIDED ON REQUESTS OF RESIDENTS WITH DISABILITIES ON THE SAME
TERMS AND WITH THE FULL RANGE OF CHOICES (E.G., OFF-STREET PARKING, CARPORT OR
GARAGE THAT ARE AVAILABLE TO OTHER RESIDENTS.
11B-208.2.3.3
VAN PARKING SPACES. FOR EVERY SIX OR FRACTION OF SIX PARKING SPACES REQUIRED BY
SECTION 11B-208.2 TO COMPLY WITH SECTION 11B-502, AT LEAST ONE SHALL BE A VAN PARKING
SPACE COMPLYING WITH SECTION 11B-502.
11B-208.2.4
LOCATION. PARKING FACILITIES SHALL COMPLY WITH SECTION 11B-208.3.11B-208.3
GENERAL. PARKING SPACES COMPLYING WITH SECTION 11B-502 THAT SERVE A PARTICULAR
BUILDING OR FACILITY SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM
PARKING TO AN ENTRANCE COMPLYING WITH SECTION 11B-206.4. WHERE PARKING SERVES MORE
THAN ONE ACCESSIBLE ENTRANCE, PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL
BE DISPERSED AND LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO THE ACCESSIBLE
ENTRANCES. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING OR FACILITY,
PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL BE LOCATED ON THE SHORTEST
ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY.
11B-208.3.1
1.
2.
EXCEPTIONS:
ALL VAN PARKING SPACES SHALL BE PERMITTED TO BE GROUPED ON ONE LEVEL WITHIN A
MULTISTORY PARKING FACILITY.
PARKING SPACES SHALL BE PERMITTED TO BE LOCATED IN DIFFERENT PARKING FACILITIES IF
SUBSTANTIALLY EQUIVALENT OR GREATER ACCESSIBILITY IS PROVIDED IN TERMS OF DISTANCE
FROM AN ACCESSIBLE ENTRANCE OR ENTRANCES, PARKING FEE, AND USER CONVENIENCE.
RESIDENTIAL FACILITIES. IN RESIDENTIAL FACILITIES CONTAINING RESIDENTIAL DWELLING UNITS
REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTIONS 11B-809.2 THROUGH
11B-809.4, AND ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION IV, PARKING
SPACES PROVIDED IN ACCORDANCE WITH SECTION 11B-208.2.3.1 SHALL BE LOCATED ON THE
SHORTEST ACCESSIBLE ROUTE TO THE RESIDENTIAL DWELLING UNIT ENTRANCE THEY SERVE.
SPACES PROVIDED IN ACCORDANCE WITH SECTION 11B-208.2.3.2 SHALL BE DISPERSED
THROUGHOUT ALL TYPES OF PARKING PROVIDED FOR THE RESIDENTIAL DWELLING UNITS.
11B-208.3.2
EXCEPTIONS:PARKING SPACES PROVIDED IN ACCORDANCE WITH SECTION 11B-208.2.3.2 SHALL
NOT BE REQUIRED TO BE DISPERSED THROUGHOUT ALL TYPES OF PARKING IF
SUBSTANTIALLY EQUIVALENT OR GREATER ACCESSIBILITY IS PROVIDED IN TERMS OF
DISTANCE FROM AN ACCESSIBLE ENTRANCE, PARKING FEE, AND USER CONVENIENCE.
PRIVATE GARAGES ACCESSORY TO RESIDENTIAL DWELLING UNITS. PRIVATE GARAGES
ACCESSORY TO RESIDENTIAL DWELLING UNITS SHALL COMPLY WITH SECTION 11B-208.3. PRIVATE
GARAGES INCLUDE INDIVIDUAL GARAGES AND MULTIPLE INDIVIDUAL GARAGES GROUPED
TOGETHER.
11B-208.3.3
DETACHED PRIVATE GARAGES ACCESSORY TO RESIDENTIAL DWELLING UNITS SHALL BE
ACCESSIBLE AS REQUIRED BY SECTION 11B-208.3.
11B-208.3.3.1
ATTACHED PRIVATE GARAGES DIRECTLY SERVING A SINGLE RESIDENTIAL DWELLING UNIT SHALL
PROVIDE AT LEAST ONE OF THE FOLLOWING OPTIONS:
11B-208.3.3.2
1.
2.
3.
A DOOR LEADING DIRECTLY FROM THE RESIDENTIAL DWELLING UNIT WHICH IMMEDIATELY
ENTERS THE GARAGE.
AN ACCESSIBLE ROUTE FROM THE RESIDENTIAL DWELLING UNIT TO AN EXTERIOR DOOR
ENTERING THE GARAGE.
AN ACCESSIBLE ROUTE FROM THE RESIDENTIAL DWELLING UNIT'S PRIMARY ENTRY DOOR TO
THE VEHICULAR ENTRANCE AT THE GARAGE.
11B-208 PASSENGER LOADING ZONES AND BUS STOPS
GENERAL. PASSENGER DROP-OFF AND LOADING ZONES SHALL BE PROVIDED IN ACCORDANCE
WITH SECTION 11B-209.
11B-209.1
TYPE. WHERE PROVIDED, PASSENGER DROP-OFF AND LOADING ZONES SHALL COMPLY WITH
SECTION 11B-209.2.
11B-209.2
PASSENGER DROP-OFF AND LOADING ZONES. PASSENGER DROP-OFF AND LOADING ZONES,
EXCEPT THOSE REQUIRED TO COMPLY WITH SECTIONS 11B-209.2.2 AND 11B-209.2.3, SHALL
PROVIDE AT LEAST ONE PASSENGER DROP-OFF AND LOADING ZONE COMPLYING WITH SECTION
11B-503 IN EVERY CONTINUOUS 100 LINEAR FEET (30480 mm) OF DROP-OFF AND LOADING ZONE
SPACE, OR FRACTION THEREOF.
11B-209.2.1
BUS LOADING ZONES. IN BUS LOADING ZONES RESTRICTED TO USE BY DESIGNATED OR
SPECIFIED PUBLIC TRANSPORTATION VEHICLES, EACH BUS BAY, BUS STOP, OR OTHER AREA
DESIGNATED FOR LIFT OR RAMP DEPLOYMENT SHALL COMPLY WITH SECTION 11B-810.2.
11B-209.2.2
ON-STREET BUS STOPS. ON-STREET BUS STOPS SHALL COMPLY WITH SECTION 11B-810.2 TO THE
MAXIMUM EXTENT PRACTICABLE.
11B-209.2.3
11B-208 STAIRWAYS
GENERAL. INTERIOR AND EXTERIOR STAIRS SHALL COMPLY WITH SECTION 11B-504.11B-210.1
1.
2.
3.
4.
EXCEPTIONS:
IN DETENTION AND CORRECTIONAL FACILITIES, STAIRS THAT ARE NOT LOCATED IN PUBLIC USE
AREAS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-504.
IN ALTERATIONS, STAIRS BETWEEN LEVELS THAT ARE CONNECTED BY AN ACCESSIBLE ROUTE
SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-504, EXCEPT THAT STRIPING
COMPLYING WITH SECTION 11B-504.4.1 AND HANDRAILS COMPLYING WITH SECTION 11B-505
SHALL BE PROVIDED WHEN THE STAIRS ARE ALTERED.
IN ASSEMBLY AREAS, AISLE STAIRS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-504
EXCEPT THAT STRIPING COMPLYING WITH SECTION 11B-504.4.1 SHALL BE PROVIDED.
STAIRS THAT CONNECT PLAY COMPONENTS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-504 EXCEPT THATSTRIPING COMPLYING WITH SECTION 11B-504.4.1 SHALL BE PROVIDED.
11B-211 DRINKING FOUNTAINS
GENERAL. WHERE DRINKING FOUNTAINS ARE PROVIDED ON AN EXTERIOR SITE, ON A FLOOR, OR
WITHIN A SECURED AREA THEY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-211.
11B-211.1
MINIMUM NUMBER. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. WHEN
PROVIDED, ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH
11B-602.6, 11B-602.8 AND 11B-602.9 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS
11B-602.7 AND 11B-602.9.
11B-211.2
EXCEPTIONS:WHERE A SINGLE DRINKING FOUNTAIN COMPLIES WITH SECTIONS 11B-602.1 THROUGH
11B-602.9, IT SHALL BE PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS.
MORE THAN MINIMUM NUMBER. WHERE MORE THAN THE MINIMUM NUMBER OF DRINKING
FOUNTAINS SPECIFIED IN SECTION 11B-211.2 ARE PROVIDED, 50 PERCENT OF THE TOTAL NUMBER
OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH
11B-602.6, 11B-602.8 AND 11B-602.9, AND 50 PERCENT OF THE TOTAL NUMBER OF DRINKING
FOUNTAINS PROVIDED SHALL COMPLY WITH SECTIONS 11B-602.7 AND 11B-602.9.
11B-211.3
EXCEPTIONS:WHERE 50 PERCENT OF THE DRINKING FOUNTAINS YIELDS A FRACTION, 50 PERCENT SHALL
BE PERMITTED TO BE ROUNDED UP OR DOWN PROVIDED THAT THE TOTAL NUMBER OF DRINKING
FOUNTAINS COMPLYING WITH SECTION 11B-211 EQUALS 100 PERCENT OF DRINKING FOUNTAINS.
11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS
GENERAL. WHERE PROVIDED, KITCHENS, KITCHENETTES, WET BARS AND SINKS SHALL COMPLY
WITH SECTION 11B-212.
11B-212.1
KITCHENS, KITCHENETTES, AND WET BARS. KITCHENS, KITCHENETTES AND WET BARS SHALL
COMPLY WITH SECTION 11B-804.
11B-212.2
SINKS. WHERE SINKS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE, OF EACH
TYPE PROVIDED IN EACH ACCESSIBLE ROOM OR SPACE SHALL COMPLY WITH SECTION 11B-606.
11B-212.3
1.
2.
EXCEPTIONS:
MOP, SERVICE OR SCULLERY SINKS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-212.3.
SCRUB SINKS, AS DEFINED IN CALIFORNIA PLUMBING CODE SECTION 221.0, SHALL NOT BE
REQUIRED TO COMPLY WITH SECTION 11B-606.
11B-213 TOILET FACILITIES AND BATHING FACILITIES
GENERAL. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED, THEY SHALL
COMPLY WITH SECTION 11B-213. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE
PROVIDED IN FACILITIES PERMITTED BY SECTION 11B-206.2.3 EXCEPTION 1 NOT TO CONNECT
STORIES BY AN ACCESSIBLE ROUTE, TOILET FACILITIES AND BATHING FACILITIES SHALL BE
PROVIDED ON A STORY CONNECTED BY AN ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE.
11B-213.1
TOILET FACILITIES FOR DESIGNATED USER GROUPS. WHERE SEPARATE TOILET FACILITIES ARE
PROVIDED FOR THE EXCLUSIVE USE OF SEPARATE USER GROUPS, THE TOILET FACILITIES
SERVING EACH USER GROUP SHALL COMPLY WITH SECTION 11B-213.
11B-213.1.1
TOILET ROOMS AND BATHING ROOMS. WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET
ROOM SHALL COMPLY WITH SECTION 11B-603. WHERE BATHING ROOMS ARE PROVIDED, EACH
BATHING ROOM SHALL COMPLY WITH SECTION 11B-603.
11B-213.2
1.
2.
3.
4.
5.
EXCEPTIONS:
IN ALTERATIONS WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY WITH SECTION 11B-603,
ALTERING EXISTING TOILET OR BATHING ROOMS SHALL NOT BE REQUIRED WHERE A SINGLE
UNISEX (SINGLE-USER OR FAMILY) TOILET ROOM OR BATHING ROOM COMPLYING WITH SECTION
11B-213.2.1 IS PROVIDED AND LOCATED IN THE SAME AREA AND ON THE SAME FLOOR AS
EXISTING INACCESSIBLE TOILET OR BATHING ROOMS.
RESERVED
WHERE MULTIPLE SINGLE USER PORTABLE TOILET OR BATHING UNITS ARE CLUSTERED AT A
SINGLE LOCATION 5 PERCENT, BUT NO FEWER THAN ONE, OF THE TOILET UNITS AND BATHING
UNITS AT EACH CLUSTER SHALL COMPLY WITH SECTION 11B-603. PORTABLE TOILET UNITS AND
BATHING UNITS COMPLYING WITH SECTION 11B-603 SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1.
WHERE MULTIPLE SINGLE USER TOILET ROOMS ARE CLUSTERED AT A SINGLE LOCATION, 50
PERCENT, BUT NO FEWER THAN ONE, OF THE SINGLE USER TOILET ROOMS FOR EACH USE AT
EACH CLUSTER SHALL COMPLY WITH SECTION 11B-603.
WHERE TOILET AND BATHING ROOMS ARE PROVIDED IN GUEST ROOMS THAT ARE NOT
REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTION 11B-806.2, TOILET AND
BATHING FIXTURES SHALL ONLY BE REQUIRED TO COMPLY WITH SECTION 11B-603.6.
UNISEX (SINGLE-USER OR FAMILY) TOILET AND UNISEX (SINGLE-USER OR FAMILY) BATHING
ROOMS. UNISEX (SINGLE-USER OR FAMILY) TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE
LAVATORY, AND NOT MORE THAN TWO WATER CLOSETS WITHOUT URINALS OR ONE WATER
CLOSET AND ONE URINAL. UNISEX (SINGLE-USER OR FAMILY) BATHING ROOMS SHALL CONTAIN
ONE SHOWER OR ONE SHOWER AND ONE BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET.
DOORS TO UNISEX (SINGLE-USER OR FAMILY) TOILET ROOMS AND UNISEX (SINGLE-USER OR
FAMILY) BATHING ROOMS SHALL HAVE PRIVACY LATCHES.
11B-213.2.1
PLUMBING FIXTURES AND ACCESSORIES. PLUMBING FIXTURES AND ACCESSORIES PROVIDED IN
A TOILET ROOM OR BATHING ROOM REQUIRED TO COMPLY WITH SECTION 11B-213.2 SHALL
COMPLY WITH SECTION 11B-213.3.
11B-213.3
TOILET COMPARTMENTS. WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST FIVE
PERCENT OF THE TOILET COM-PARTMENTS, OR FIVE PERCENT OF THE COMBINATION OF TOILET
COMPARTMENTS AND URINALS, BUT NO FEWER THAN ONE TOILET COMPARTMENT SHALL
COMPLY WITH SECTION 11B-604.8.1. IN ADDITION TO THE COMPARTMENTS REQUIRED TO COMPLY
WITH SECTION 11B-604.8.1, WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED, OR
WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES,
TOILET COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2 SHALL BE PROVIDED IN THE
SAME QUANTITY AS THE TOILET COMPARTMENTS REQUIRED TO COMPLY WITH SECTION
11B-604.8.1.
11B-213.3.1
WATER CLOSETS. WHERE WATER CLOSETS ARE PROVIDED, AT LEAST 5 PERCENT BUT NO FEWER
THAN ONE SHALL COMPLY WITH SECTION 11B-604.
11B-213.3.2
URINALS. WHERE ONE OR MORE URINALS ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER
THAN ONE SHALL COMPLY WITH SECTION 11B-605.
11B-213.3.3
LAVATORIES. WHERE LAVATORIES ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN
ONE SHALL COMPLY WITH SECTION 11B-606 AND SHALL NOT BE LOCATED IN A TOILET
COMPARTMENT.
11B-213.3.4
MIRRORS. WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL COMPLY WITH SECTION
11B-603.3.
11B-213.3.5
BATHING FACILITIES. WHERE BATHTUBS OR SHOWERS ARE PROVIDED, AT LEAST ONE BATHTUB
COMPLYING WITH SECTION 11B-607 OR AT LEAST ONE SHOWER COMPLYING WITH SECTION
11B-608 SHALL BE PROVIDED. WHERE TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED
WITHIN THE SAME FUNCTIONAL AREA, AT LEAST ONE SHOWER SHALL BE OPPOSITE HAND FROM
THE OTHER OR OTHERS (THAT IS, ONE LEFT-HAND CONTROLS VERSUS RIGHT-HAND CONTROLS).
TRANSFER-TYPE SHOWER COMPARTMENTS SHALL BE PERMITTED IN TRANSIENT LODGING GUEST
ROOMS, MULTI-BEDROOM HOUSING UNITS IN UNDERGRADUATE STUDENT HOUSING AND
RESIDENTIAL DWELLING UNITS; AND SHALL NOT BE PERMITTED AT OTHER LOCATIONS TO MEET
THE REQUIREMENTS OF SECTION 11B-213.3.6.
11B-213.3.6
COAT HOOKS AND SHELVES. WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN TOILET ROOMS
WITHOUT TOILET COM-PARTMENTS, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH SECTION
11B-603.4. WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN TOILET COMPARTMENTS, AT
LEAST ONE OF EACH TYPE COMPLYING WITH SECTION 11B-604.8.3 SHALL BE PROVIDED IN TOILET
COMPARTMENTS REQUIRED TO COMPLY WITH SECTION 11B-213.3.1. WHERE COAT HOOKS OR
SHELVES ARE PROVIDED IN BATHING FACILITIES, AT LEAST ONE OF EACH TYPE COMPLYING WITH
SECTION 11B-603.4 SHALL SERVE FIXTURES REQUIRED TO COMPLY WITH SECTION 11B-213.3.6.
11B-213.3.7
11B-215 FIRE ALARM SYSTEMS
GENERAL. WHERE FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS PROVIDE
AUDIBLE ALARM COVERAGE, ALARMS SHALL COMPLY WITH SECTION 11B-215.
11B-215.1
PUBLIC AND COMMON USE AREAS. ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS
SHALL COMPLY WITH CHAPTER 9, SECTION 907.5.2.3.1.
11B-215.2
EMPLOYEE WORK AREAS. WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE,
THE WIRING SYSTEM SHALL BE DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH CHAPTER
9, SECTION 907.5.2.3.1 EXCEPTION CAN BE INTEGRATED INTO THE ALARM SYSTEM.
11B-215.3
RESIDENTIAL FACILITIES. WHERE PROVIDED IN RESIDENTIAL DWELLING UNITS REQUIRED TO
COMPLY WITH SECTION 11B-809.5, FIRE ALARMS SHALL COMPLY WITH CHAPTER 9, SECTION
907.5.2.3.3 AND CARBON MONOXIDE ALARMS SHALL COMPLY WITH CHAPTER 9, SECTION 915.
11B-215.5
11B-216 SIGNS
GENERAL. NEW OR ALTERED SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-216
AND SHALL COMPLY WITH SECTION 11B-703. THE ADDITION OF OR REPLACEMENT OF SIGNS
SHALL NOT TRIGGER ANY ADDITIONAL APATH OF TRAVEL REQUIREMENTS.
11B-216.1
1.
2.
3.
EXCEPTIONS:
BUILDING DIRECTORIES, MENUS, SEAT AND ROW DESIGNATIONS IN ASSEMBLY AREAS,
OCCUPANT NAMES, BUILDING ADDRESSES, AND COMPANY NAMES AND LOGOS SHALL NOT
BE REQUIRED TO COMPLY WITH SECTION 11B-216.
RESERVED.
TEMPORARY, 7 DAYS OR LESS, SIGNS SHALL NOT BE REQUIRED TO COMPLY WITH
SECTION 11B-216.
DESIGNATIONS. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES
SHALL COMPLY WITH SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5. WHERE
PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT ROOMS AND SPACES, THE
PICTOGRAMS SHALL COMPLY WITH SECTION 11B-703.6 AND SHALL HAVE TEXT DESCRIPTORS
COMPLYING WITH SECTIONS 11B-703.2 AND 11B-703.5.
11B-216.2
EXCEPTIONS: EXTERIOR SIGNS THAT ARE NOT LOCATED AT THE DOOR TO THE SPACE THEY
SERVE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-703.2.
DIRECTIONAL AND INFORMATIONAL SIGNS. SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION
ABOUT INTERIOR AND EXTERIOR SPACES AND FACILITIES OF THE SITE SHALL COMPLY WITH
SECTION 11B-703.5.
11B-216.3
MEANS OF EGRESS. SIGNS FOR MEANS OF EGRESS SHALL COMPLY WITH SECTION 11B-216.4.11B-216.4
EXIT DOORS. SIGNS REQUIRED BY CHAPTER 10, SECTION 1013.4 AT DOORS TO EXIT
PASSAGEWAYS, EXIT DISCHARGE, AND EXIT STAIRWAYS SHALL COMPLY WITH SECTIONS
11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5.
11B-216.4.1
AREAS OF REFUGE AND EXTERIOR AREAS FOR ASSISTED RESCUE. SIGNS REQUIRED BY CHAPTER
10, SEC- TION 1009.11 TO PROVIDE INSTRUCTIONS IN AREAS OF REFUGE SHALL COMPLY WITH
SECTION 11B-703.5. SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.9 AT DOORS TO AREAS OF
REFUGE AND EXTERIOR AREAS FOR ASSISTED RESCUE SHALL COMPLY WITH SECTIONS 11B-703.1,
11B-703.2, 11B-703.3 AND 11B-703.5 AND INCLUDE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH SECTION 11B-703.7.2.1.
11B-216.4.2
DIRECTIONAL SIGNS. SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.10 TO PROVIDE
DIRECTIONS TO ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH SECTION 11B-703.5.
11B-216.4.3
DELAYED EGRESS LOCKS. SIGNS REQUIRED BY CHAPTER 10, SECTION 1010.1.9.7, ITEM 6.4 AT
DOORS WITH DELAYED EGRESS LOCKS SHALL COMPLY WITH SECTIONS 11B-703.1, 11B-703.2,
11B-703.3 AND 11B-703.5.
11B-216.4.4
PARKING. SIGNS IDENTIFYING PARKING SPACES AND SIGNS WITHIN PARKING FACILITIES SHALL
COMPLY WITH SECTION 11B-216.5.11B-216.5.1 PARKING SPACES. PARKING SPACES COMPLYING
WITH SECTION 11B-502 SHALL BE IDENTIFIED BY SIGNS COMPLYING WITH SECTIONS 11B-502.6
AND 11B-502.8.
11B-216.5
1.
2.
EXCEPTIONS:
RESERVED. I
IN RESIDENTIAL FACILITIES, WHERE PARKING SPACES ARE ASSIGNED TO SPECIFIC
RESIDENTIAL DWELLING UNITS, IDENTIFICATION OF ACCESSIBLE PARKING SPACES SHALL
NOT BE REQUIRED.
PARKING FACILITIES. SIGNS WITHIN PARKING FACILITIES SHALL COMPLY WITH SECTION
11B-216.5.2.
11B-216.5.2
SIGNS INTENDED FOR USE BY PEDESTRIANS. SIGNS INTENDED FOR USE BY PEDESTRIANS WITHIN
PARKING FACILITIES, INCLUDING DIRECTIONAL OR INFORMATIONAL SIGNS INDICATING PARKING
SECTIONS OR LEVELS, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11B-216.
11B-216.5.2.1
ADDITIONAL SIGNS. SIGNS WITHIN PARKING FACILITIES CONTAINING PARKING SPACES
COMPLYING WITH SECTION 11B-502 SHALL COMPLY WITH SECTION 11B-502.8.
11B-216.5.2.2
ENTRANCES. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH
SECTION 11B-404, ENTRANCES COMPLYING WITH SECTION 11B-404 SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1.
DIRECTIONAL SIGNS COMPLYING WITH SECTION 11B-703.5 THAT INDICATE THE LOCATION OF THE
NEAREST ENTRANCE COMPLYING WITH SECTION 11B-404 SHALL BE PROVIDED AT ENTRANCES
THAT DO NOT COMPLY WITH SECTION 11B-404. DIRECTIONAL SIGNS COMPLYING WITH SECTION
11B-703.5, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION
11B-703.7.2.1, INDICATING THE ACCESSIBLE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE
SHALL BE PROVIDED AT JUNCTIONS WHEN THE ACCESSIBLE ROUTE DIVERGES FROM THE
REGULAR CIRCULATION PATH.
11B-216.6
ELEVATORS. WHERE EXISTING ELEVATORS DO NOT COMPLY WITH SECTION 11B-407, ELEVATORS
COMPLYING WITH SECTION 11B-407 SHALL BE CLEARLY IDENTIFIED WITH THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1. EXISTING BUILDINGS THAT
HAVE BEEN REMODELED TO PROVIDE SPECIFIC ELEVATORS FOR PUBLIC USE THAT COMPLY WITH
THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE
ELEVATORS POSTED IN THE BUILDING LOBBY ON A SIGN COMPLYING WITH SECTION 11B-703.5,
INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION
11B-703.7.2.1.
11B-216.7
TOILET ROOMS AND BATHING ROOMS. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO
NOT COMPLY WITH SECTION 11B-603, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE
NEAREST TOILET ROOM OR BATHING ROOM COMPLYING WITH SECTION 11B-603 WITHIN THE
FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH SECTION 11B-703.5 AND SHALL
INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION
11B-703.7.2.1. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH
SECTION 11B-603, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH SECTION 11B-603
SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH
SECTION 11B-703.7.2.1. WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES
ARE PERMITTED TO USE EXCEPTIONS TO SECTION 11B-213.2, TOILET ROOMS OR BATHING
FACILITIES COMPLYING WITH SECTION 11B-603 SHALL BE IDENTIFIED BY THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 UNLESS ALL TOILET ROOMS
AND BATHING FACILITIES COMPLY WITH SECTION 11B-603. EXISTING BUILDINGS THAT HAVE BEEN
REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC USE THAT
COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS
TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN
COMPLYING WITH SECTION 11B-703.5, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH SECTION 11B-703.7.2.1.
11B-216.8
GEOMETRIC SYMBOLS. GEOMETRIC SYMBOLS COM-PLYING WITH SECTION 11B-703.7.2.6 SHALL BE
PROVIDED AT ENTRANCES TO TOILET AND BATHING ROOMS.
11B-216.8.1
1.
2.
EXCEPTIONS:
GEOMETRIC SYMBOLS SHALL NOT BE REQUIRED AT ENTRANCES TO TOILET AND BATHING
ROOMS LOCATED WITHIN PRIVATE OR SEMI-PRIVATE ROOMS OR SPACES. SUCH SPACES
INCLUDE BUT ARE NOT LIMITED TO: PATIENT SLEEPING ROOMS, TRANSIENT LODGING
GUEST ROOMS, AND RESIDENTIAL DWELLING UNITS.
GEOMETRIC SYMBOLS SHALL NOT BE REQUIRED AT ENTRANCES TO INMATE TOILET
ROOMS AND BATHING ROOMS IN DETENTION AND CORRECTIONAL FACILITIES WHERE
ONLY ONE GENDER IS HOUSED.
TTYS. IDENTIFICATION AND DIRECTIONAL SIGNS FOR PUBLIC TTYS SHALL BE PROVIDED IN
ACCORDANCE WITH SECTION 11B-216.9.
11B-216.9
IDENTIFICATION SIGNS. PUBLIC TTYS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF
TTY COMPLYING WITH SECTION 11B-703.7.2.2.
11B-216.9.1
DIRECTIONAL SIGNS. DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST PUBLIC
TTY SHALL BE PROVIDED AT ALL BANKS OF PUBLIC PAY TELEPHONES NOT CONTAINING A PUBLIC
TTY. IN ADDITION, WHERE SIGNS PROVIDE DIRECTION TO PUBLIC PAY TELEPHONES, THEY SHALL
ALSO PROVIDE DIRECTION TO PUBLIC TTYS. IF A FACILITY HAS NO BANKS OF TELEPHONES, THE
DIRECTIONAL SIGNS SHALL BE PROVIDED AT THE ENTRANCE OR IN A BUILDING DIRECTORY.
DIRECTIONAL SIGNS SHALL COMPLY WITH SECTION 11B- 703.5 AND SHALL INCLUDE THE
INTERNATIONAL SYMBOL OF TTY COMPLYING WITH SECTION 11B-703.7.2.2.
11B-216.9.2
ASSISTIVE LISTENING SYSTEMS. EACH ASSEMBLY AREA REQUIRED BY SECTION 11B-219 TO
PROVIDE ASSISTIVE LISTENING SYSTEMS SHALL PROVIDE SIGNS INFORMING PATRONS OF THE
AVAILABILITY OF THE ASSISTIVE LISTENING SYSTEM. THE SIGN SHALL INCLUDE WORDING THAT
STATES “ASSISTIVE-LISTENING SYSTEM AVAILABLE ” AND SHALL BE POSTED IN A PROMINENT
PLACE AT OR NEAR THE ASSEMBLY AREA ENTRANCE. ASSISTIVE LISTENING SIGNS SHALL
COMPLY WITH SECTION 11B-703.5 AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS
FOR HEARING LOSS COMPLYING WITH SECTION 11B-703.7.2.4.
11B-216.10
EXCEPTIONS:WHERE TICKET OFFICES OR WINDOWS ARE PROVIDED, SIGNS SHALL NOT BE
REQUIRED AT EACH ASSEMBLY AREA PROVIDED THAT SIGNS ARE DISPLAYED AT EACH
TICKET OFFICE OR WINDOW INFORMING PATRONS OF THE AVAILABILITY OF ASSISTIVE
LISTENING SYSTEMS.
1DIVISION 1 - APPLICATION
2DIVISION 2 - SCOPING REQUIREMENTS
3DIVISION 203 - GENERAL EXCEPTIONS
4DIVISION 204 - PROTRUDING OBJECTS
5DIVISION 205 - OPERABLE PARTS
6DIVISION 206 - ACCESSIBLE ROUTES
7DIVISION 207 - ACCESSIBLE EGRESS8DIVISION 208 - PARKING SPACES
9
DIVISION 209 LOADING ZONES & BUS
STOPS
10DIVISION 210 - STAIRWAYS
11DIVISION 211 - DRINKING FOUNTAINS
12DIVISION 212 - KITCHENS, BARS & SINKS
13
DIVISION 213 - TOILETS & BATHING
FACILITIES
14DIVISION 215 - FIRE ALARMS
15DIVISION 216 - SIGNS
A0.5a
CBC 11B DIV 1
& DIV 2
APPLICATION
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
11B-226 DINING SURFACES AND WORK SURFACES
11B-226.1 GENERAL. 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
SURFACES SHALL COMPLY WITH SECTION 11B-902 IN ADDITION, WHERE WORK SURFACES ARE
PROVIDED FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH
SECTION 11B-902.
11B-226.2 DISPERSION. DINING SURFACES REQUIRED TO COMPLY WITH SECTION 11B-902 SHALL BE
DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING SURFACES FOR EACH
TYPE OF SEATING IN A FUNCTIONAL AREA WORK SURFACES REQUIRED TO COMPLY WITH
SECTION 11B-902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING
WORK SURFACES.
11B-226.3 DINING SURFACES EXCEEDING 34 INCHES IN HEIGHT. WHERE FOOD OR DRINK IS SERVED FOR
CONSUMPTION AT A COUNTER EXCEEDING 34 INCHES (864 MM) IN HEIGHT, A PORTION OF THE
MAIN COUNTER 60 INCHES (1525 MM) MINIMUM IN LENGTH SHALL BE PROVIDED IN COMPLIANCE
WITH SECTION 11B-902.3.
11B-226.4 BABY CHANGING TABLES. BABY CHANGING TABLES SHALL COMPLY WITH SECTIONS 11B-309 AND
11B-902. BABY CHANGING TABLES WHEN DEPLOYED SHALL NOT OBSTRUCT THE REQUIRED WIDTH
OF AN ACCESSIBLE ROUTE EXCEPT AS ALLOWED BY SECTION 11B-307.2. BABY CHANGING TABLES
SHALL NOT BE LOCATED IN TOILET COMPARTMENTS COMPLYING WITH SECTION 11B-604.8 WITHIN
A MULTIPLE ACCOMMODATION TOILET FACILITY.
11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES, AND FUEL DISPENSERS
11B-228.1 GENERAL. WHERE PROVIDED, AT LEAST ONE OF EACH TYPE OF DEPOSITORY, VENDING MACHINE,
CHANGE MACHINE, AND FUEL DISPENSER SHALL COMPLY WITH SECTION 11B-309 ELECTRIC
VEHICLE CHARGING STATIONS SHALL COMPLY WITH SECTION 11B-228.3.
EXCEPTION: DRIVE-UP ONLY DEPOSITORIES SHALL NOT BE REQUIRED TO COMPLY WITH
SECTION 11B-309.
11B-228.2 MAIL BOXES. WHERE MAIL BOXES ARE PROVIDED IN AN INTERIOR LOCATION, AT LEAST 5
PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE SHALL COMPLY WITH SECTION 11B-309. IN
RESIDENTIAL FACILITIES, WHERE MAIL BOXES ARE PROVIDED FOR EACH RESIDENTIAL DWELLING
UNIT, MAIL BOXES COMPLYING WITH SECTION 11B-309 SHALL BE PROVIDED FOR EACH
RESIDENTIAL DWELLING UNIT REQUIRED TO PRODE MOBILITY FEATURES COMPLYING WITH
SECTIONS 11B-809.2 THROUGH 11B-809.4 AND ADAPTABLE FEATURES COMPLYING WITH CHAPTER
11A, DIVISION IV.
11B-228.3 ELECTRIC VEHICLE CHARGING STATIONS
11B-228.3.1 GENERAL WHERE ELECTRIC VEHICLE CHARGING STATIONS (EVCS) ARE PROVIDED,
EVCS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-228.3.
11B-228.3.1.2 OPERABLE PARTS. WHERE EV CHARGERS ARE PROVIDED, OPERABLE PARTS ON ALL EV
CHARGERS SHALL COMPLY WITH SECTION 11B-309.4.
11B-228.3.2 MINIMUM NUMBER. EVCS COMPLYING WITH SECTION 11B-812 SHALL BE PROVIDED IN
ACCORDANCE WITH SECTION 11B-228.3.2. WHERE EVCS ARE PROVIDED IN MORE THAN ONE
FACILITY ON A SITE, THE NUMBER OF EVCS COMPLYING WITH SECTION 11B-228.3.2 PROVIDED ON
THE SITE SHALL BE CALCULATED ACCORDING TO THE NUMBER REQUIRED FOR EACH FACILITY.
WHERE AN EV CHARGER CAN SIMULTANEOUSLY CHARGE MORE THAN ONE VEHICLE, THE
NUMBER OF EV CHARGERS PROVIDED SHALL BE CONSIDERED EQUIVALENT TO THE NUMBER OF
ELECTRIC VEHICLES THAT CAN BE SIMULTANEOUSLY CHARGED.
EXCEPTIONS:
1. EVCS NOT AVAILABLE TO THE GENERAL PUBLIC AND INTENDED FOR USE BY A
DESIGNATED VEHICLE OR DRIVER SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-228.3.2 EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO, EVCS SERVING PUBLIC OR
PRIVATE FLEET VEHICLES AND EVCS ASSIGNED TO AN EMPLOYEE.
2. IN PUBLIC HOUSING FACILITIES, EVCS INTENDED FOR USE BY AN EV OWNER OR
OPERATOR AT THEIR RESIDENCE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-228.3.2.
TBLE 11B-228.3.2.1
ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC AND COMMON USE
TOTAL NUMBER OF EVCS
AT A FACILITY1
MINIMUM NUMBER (by type) OF EVCS REQUIRED TO COMPLY WITH SECTION
11B-8121
1 to 4
5 to 25
26 to 50
51 to 75
76 to 100
101 to over
1
1
1
1
1
1, plus 1 for each 300, or
fraction thereof, over 100
0
1
1
2
3
3, plus 1 for each 60, or
fraction thereof, over 100
0
0
1
2
3
3, plus 1 for each 50, or
fraction thereof, over 100
VAN ACCESSIBLE STANDARD ACCESSIBILE AMBULATORY
1. where an EV charger can simultaneously charge more than one vehicle, the number of EVCS provided shall be
considered equivalent to the number of electric vehicles that can be simultaneously charged.
11B-229 WINDOWS
11B-229.1 GENERAL. WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR
OPERATION BY OCCUPANTS, AT LEAST ONE OPENING SHALL COMPLY WITH SECTION 11B-309.
EACH GLAZED OPENING REQUIRED BY AN ADMINISTRATIVE AUTHORITY TO BE OPERABLE SHALL
COMPLY WITH SECTION 11B-309.
EXCEPTION:
1. GLAZED OPENINGS IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH
SECTION 11B-809 SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-229.
2. GLAZED OPENINGS IN GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION
FEATURES AND IN GUEST ROOMS REQUIRED TO COMPLY WITH SECTION 11B-206 5.3
SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-229.
11B-230 TWO-WAY COMMUNICATION SYSTEMS
11B-230.1 GENERAL. WHERE A TWO-WAY COMMUNICATION SYSTEM IS PROVIDED TO GAIN ADMITTANCE TO
A BUILDING OR FACILITY OR TO RESTRICTED AREAS WITHIN A BUILDING OR FACILITY, THE
SYSTEM SHALL COMPLY WITH SECTION 11B-708.
11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
11B-247.1.1 GENERAL. DETECTABLE WARNINGS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION
11B-247.1 AND SHALL COMPLY WITH SECTION 11B-705.1.
11B-247.1.2 WHERE REQUIRED. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION
11B-247.1.2
11B-247.1.2.1 PLATFORM EDGES. PLATFORM BOARDING EDGES SHALL HAVE DETECTABLE WARNINGS
COMPLYING WITH SECTIONS 11B-705.1.1 AND 11B-705.1.2.1.
11B-247.1.2.2 CURE RAMPS. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH SECTIONS
11B-705.1.1 AND 11B-705.1.2.2.
11B-247.1.2.3 ISLANDS OR CUT-THROUGH MEDIANS. ISLANDS OR CUT-THROUGH MEDIANS SHALL HAVE
DETECTABLE WARNINGS COMPLYING WITH SECTIONS 11B-705.1.1 AND 11B-705.1.2.3.
11B-247.1.2.4 BUS STOPS. WHERE DETECTABLE WARNINGS ARE PROVIDED AT BUS STOP BOARDING AND
ALIGHTING AREAS IN COMPLIANCE WITH SECTION 11B-810.2.3, DETECTABLE WARNINGS SHALL
COMPLY WITH SECTIONS 11B-705.1.1 AND 11B-705.1.2.4.
11B-247.1.2.5 HAZARDOUS VEHICULAR AREAS IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE
WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN
THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL
BE DEFINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH SECTIONS 11B-705.1.1
AND 11B-705.1.2.5
11B-247.1.2.6 REFLECTING POOLS. THE EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY RAILINGS
WALLS WARNING CURBS OR DETECTABLE WARNINGS COMPLYING WITH SECTIONS 11B-705.1.1
AND 11B-705.1.2.6.
11B-247.1.2.7 TRACK CROSSINGS. WHERE IT IS NECESSARY TO CROSS TRACKS TO REACH TRANSIT BOARDING
PLATFORMS, DETECTABLE WARNINGS COMPLYING WITH SECTIONS 11B-705.1.1 AND 11B-705.1.2.7
SHALL BE PROVIDED.
11B-247.2 DETECTABLE DIRECTIONAL TEXTURE. AT TRANSIT BOARDING PLATFORMS, THE PEDESTRIAN
ACCESS SHALL BE IDENTIFIED WITH A DETECTABLE DIRECTIONAL TEXTURE COMPLYING WITH
SECTION 11B-705.2.
DIVISION3: BUILDING BLOCKS
11B-301 GENERAL
11B-301.1 SCOPE. THE PROVISIONS OF DIVISION 3 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR
WHERE REFERENCED BY A REQUIREMENT IN THIS CHAPTER.
11B-302 FLOOR OR GROUND SURFACES
11B-302.1 GENERAL FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND
SHALL COMPLY WITH SECTION 11B-302.
EXCEPTIONS:
1. WITHIN ANIMAL CONTAINMENT AREAS, FLOOR AND GROUND SURFACES SHALL NOT BE
REQUIRED TO BE STABLE, FIRM, AND SLIP RESISTANT.
2. AREAS OF SPORT ACTIVITY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-302.
11B-302.2 CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM
CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD CARPET OR CARPET TILE SHALL HAVE A
LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT
SHALL BE 1/2 INCH (12.7 MM) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO
FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE.
CARPET EDGE TRIM SHALL COMPLY WITH SECTION 11B-303.
11B-302.3 OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A
SPHERE MORE THAN 1/2 INCH (12.7 MM) DIAMETER EXCEPT AS ALLOWED IN SECTIONS 11B-407.4.3,
11B-409.4.3, 11B-410.4, 11B-810.5.3 AND 11B-810.10 ELONGATED OPENINGS SHALL BE PLACED SO
THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.
12
.
7
1/
2
"
MA
X
12.7
1/2 MAX
.
LONG DIMENSION
PERPENDICULAR TO
DOMINANT DIRECTION OF
TRAVEL
DOMINANT DIRECTION OF TRAVEL
FIGURE 11B-302.3
ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES
FIGURE 11B-302.2
CARPET PILE HEIGHT
11B-303 CHANGES IN LEVEL
11B-303.1 GENERAL. WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND SURFACES, THEY
SHALL COMPLY WITH SECTION 11B-303.
EXCEPTIONS:
1. ANIMAL CONTAINMENT AREAS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-303.
2. AREAS OF SPORT ACTIVITY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-303.
11B-303.2 VERTICAL. CHANGES IN LEVEL OF 1/4 INCH (6.4 mm) HIGH MAXIMUM SHALL BE PERMITTED TO BE
VERTICAL AND WITHOUT EDGE TREATMENT.
11B-303.3 BEVELED. CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 mm) HIGH MINIMUM 1/2 INCH (12.7 mm)
HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.
11B-303.4 RAMPS. CHANGES IN LEVEL GREATER THAN 1/2 INCH (12.7 mm) HIGH SHALL BE RAMPED, AND
SHALL COMPLY WITH SECTION 11B-405 OR 11B-406.
11B-303.5 WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES (102 mm) IN A VERTICAL
DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT
SUR-FACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES (152 MM)
IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE.
EXCEPTIONS:
1. A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR SIDEWALK AND AN ADJACENT
STREET OR DRIVEWAY.
2. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS PROVIDED WITH A
GUIDE RAIL CENTERED 2 INCHES (51 mm) MINIMUM AND 4 INCHES (102 MM) MAXIMUM
ABOVE THE SURFACE OF THE WALK OR SIDEWALK.
6.
4
1/
4
"
MA
X
6.
4
1/
4
"
MA
X
6.
4
1/
4
"
MA
X
12
.
7
1/
2
"
MA
X
FIGURE 11B-303.2
VERTICAL CHANGE IN LEVEL
FIGURE 11B-303.3
BEVELED CHANGE IN LEVEL
2
1
11B-304 TURNING SPACE
11B-304.1 GENERAL. TURNING SPACE SHALL COMPLY WITH SECTION 11B-304.
11B-304.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A TURNING SPACE SHALL
COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED.
EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.
11B-304.3 SIZE. TURNING SPACE SHALL COMPLY WITH SECTION 11B-304.3.1 OR 11B-304.3.2.
11B-304.3.1 CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES (1524 mm) DIAMETER
MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING
WITH SECTION 11B-306.
11B-304.3.2 T-SHAPED SPACE. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH (1524 mm)
SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES (914 mm) WIDE MINIMUM. EACH ARM OF THE T
SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES (305 mm) MINIMUM IN EACH DIRECTION AND THE
BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610 mm) MINIMUM THE SPACE SHALL BE
PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 ONLY AT
THE END OF EITHER THE BASE OR ONE ARM.
11B-304.4 DOOR SWING. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES.
305
1'-0" MIN
914
3'-0" MIN
305
1'-0" MIN
15
2
4
5'
-
0
"
M
I
N
1524
5'-0" MIN
91
4
3'
-
0
"
M
I
N
61
0
2'
-
0
"
M
I
N
AR
M
AR
M
BASE
FIGURE 11B-304.3.2
T-SHAPED TURNING SPACE
FIGURE 11B-304.3.1
CIRCULAR TURNING SPACE
1524
5'-0" MIN CLEAR
11B-305.1 GENERAL. CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 11B-305
11B-305.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND
SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED.
EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.
11B-305.3 SIZE THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES (762 mm) MINIMUM BY 48
INCHES (1219 mm) MINIMUM.
11B-305.4 KNEE AND TOE CLEARANCE. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE
SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION
11B-306.
11B-305.5 POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE
POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT.
11B-305.6 APPROACH. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL
ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CLEAR
FLOOR OR GROUND SPACE MAY OVERLAP AN ACCESSIBLE ROUTE, UNLESS SPECIFICALLY
PROHIBITED ELSEWHERE IN THIS CHAPTER.
11B-305.7 MANEUVERING CLEARANCE WHERE A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN
ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL
MANEUVERING CLEARANCE SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 11B-305.7.1
AND 11B-305.7.2.
11B-305.7.1 FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES (914 mm) WIDE MINIMUM WHERE THE DEPTH
EXCEEDS 24 INCHES (610 mm).
11B-305.7.2 PARALLE APPROACH. ALCOVES SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM WHERE THE
DEPTH EXCEEDS 15 INCHES (381 MM).
1524
5'-0" MIN
38
1
X>
1
'
-
3
"
91
4
3'-
0
"
M
I
N
610
X>2'-0"
1219
4'-0" MIN
76
2
2'
-
6
"
M
I
N
76
2
2'-
6
"
M
I
N
1219
4'-0" MIN
1219
4'-0" MIN
76
2
2'
-
6
"
M
I
N
FIGURE 11B-305.7.2
MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH
FIGURE 11B-305.7.1
MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH
FIGURE 11B-305.5
POSITION OF CLEAR FLOOR OR GROUND SPACE
(a) forward (b) parallel
FIGURE 11B-305.3
CLEAR FLOOR OR GROUND SPACE
11B-306 KNEE AND TOE CLEARANCE
11B-308.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR
GROUND SPACE OR TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 11B-306.
ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE
CONSIDERED AS PART OF THE CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE.
11B-306.2 TOE CLEARANCE
11B-306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES
(229 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE AND
SHALL COMPLY WITH SECTION 11B-306.2.
11B-306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL EXTEND 25 INCHES (635 mm) MAXIMUM UNDER AN
ELEMENT.
EXCEPTION TOE CLEARANCE SHALL EXTEND 19 INCHES (483 mm) MAXIMUM UNDER
LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-213.3.4.
11B-306.2.3 MINIMUM REQUIRED DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF
A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (432 mm) MINIMUM
UNDER THE ELEMENT.
EXCEPTIONS:
1. THE TOE CLEARANCE SHALL EXTEND 19 INCHES (483 mm) MINIMUM UNDER SINKS
REQUIRED TO BE ACCESSIBLE BY SECTION 11B-212.3.
2. THE TOE CLEARANCE SHALL EXTEND 19 INCHES (483 mm) MINIMUM UNDER BULT IN DINING
AND WORK SURFACES REQUIRED TO BE ACCESSIBLE.
11B-306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES (152 mm) BEYOND THE
AVAILABLE KNEE CLEARANCE AT 9 INCHES (229 mm) ABOVE THE FINISH FLOOR OR GROUND
SHALL NOT BE CONSIDERED TOE CLEARANCE.
11B-306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30 INCHES (762 mm) WIDE MINIMUM.
11B-306.3 KNEE CLEARANCE.
11B-306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (229 mm) AND 27 INCHES (686 mm)
ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL
COMPLY WITH SECTION 11B-306.3.
EXCEPTION: AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-213.3.4, SPACE
BETWEEN 9 INCHES (229 mm) AND 29 INCHES (737 mm) ABOVE THE FINISH FLOOR OR
GROUND, SHALL BE CONSIDERED KNEE CLEARANCE.
11B-306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL EXTEND 25 INCHES (635 mm) MAXIMUM UNDER AN
ELEMENT AT 9 INCHES (229 mm) ABOVE THE FINISH FLOOR OR GROUND.
11B-306.3.3 MINIMUM REQUIRED DEPTH. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS
PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES (279 mm) DEEP
MINIMUM AT 9 INCHES (229 mm) ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES (203 mm)
DEEP MINIMUM AT 27 INCHES (686 mm) ABOVE THE FINISH FLOOR OR GROUND.
EXCEPTIONS:
1. AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-213.3.4, THE KNEE
CLEARANCE SHALL BE 27 INCHES (686 mm) HIGH MINIMUM ABOVE THE FINISH FLOOR OR
GROUND AT A DEPTH OF 8 INCHES (203 mm) MINIMUM INCREASING TO 29 INCHES (737 mm)
HIGH MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT THE FRONT EDGE OF A
COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF A WALL-MOUNTED
LAVATORY FIXTURE.
2. AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL
EXTEND 19 INCHES (483 mm) DEEP MINMUM AT 27 INCHES (686 mm) ABOVE THE FINISH
FLOOR OR GROUND.
11B-306.3.4 CLEARANCE REDUCTION. BETWEEN 9 INCHES (229 mm) AND 27 INCHES (686 mm) ABOVE THE
FINISH FLOOR OR GROUND, THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE
OF 1 INCH (25 MM ) IN DEPTH FOR EACH 6 INCHES (152 mm) IN HEIGHT.
EXCEPTION: THE KNEE CLEARANCE SHALL NOT BE REDUCED AT BUILT-IN DINING AND WORK
SURFACES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-226.1.
11B-306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30 INCHES (762 mm) WIDE MINIMUM.
22
99"MI
N
68
6
2'
-
3
"
M
I
N
73
7
2'-
5
"
M
I
N
203
8"
MIN
279
11"
MAX
22
99"MI
N
203
8"
MIN
279
11"
MAX
68
6
2'-
3
"
M
I
N
22
99"
152
6"
MAX
76
2
2'-
6
"
M
I
N
432-635
17"-25"
76
2
2'
-
6
"
M
I
N
279
2"-1" MAX
FIGURE 11B-306.3
KNEE CLEARANCE
(c) elevation at lavatory
(a) elevation (c) elevation at lavatory
FIGURE 11B-306.2
TOE CLEARANCE
(a) elevation (b) plan
11B-307 PROTRUDING OBJECTS
11B-307.1 GENERAL PROTRUDING OBJECTS SHALL COMPLY WITH SECTION 11B-307.
11B-307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (686 mm) AND NOT
MORE THAN 80 INCHES (2032 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4
INCHES (102 mm) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.
EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 INCHES (114 mm) MAXIMUM.
11B-307.3 POST-MOUNTED OBJECTS. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL
OVERHANG CIRCULATION PATHS 12 INCHES (305 mm) MAXIMUM WHEN LOCATED 27 INCHES (686
mm) MINIMUM AND 80 INCHES (2032 mm) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE
A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR
DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES (305 mm), THE LOWEST
EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27 INCHES (686 mm) MAXIMUM OR 80 INCHES
(2032 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.
EXCEPTION: THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT
BE REQUIRED TO COMPLY WITH SECTION 11B-307.3.
11B-307.3.1 EDGES AND CORNERS. WHERE SIGNS OR OTHER OBJECTS ARE MOUNTED ON POSTS OR PYLONS,
AND THEIR BOTTOM EDGES ARE LESS THAN 80 INCHES (2032 mm) ABOVE THE FLOOR OR GROUND
SURFACE, THE EDGES OF SUCH SIGNS AND OBJECTS SHALL BE ROUNDED OR EASED AND THE
CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH (3.2 mm).
11B-307.4 VERTICAL CLEARANCE. VERTICAL CLEARANCE SHALL BE 80 INCHES (2032 mm) HIGH MINIMUM.
GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS
LESS THAN 80 INCHES (2032 mm) HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER
SHALL BE LOCATED 27 INCHES (686 mm) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
EXCEPTION: DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1981
mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.
11B-307 4.1 GUY BRACES. WHERE A GUY SUPPORT IS USED WITHIN EITHER THE WIDTH OF A CIRCULATION
PATH OR 24 INCHES (610 mm) MAXIMUM OUTSIDE OF A CIRCULATION PATH, A VERTICAL GUY
BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT A HAZARD OR AN
OVERHEAD OBSTRUCTION.
11B-307.5 REQUIRED CLEAR WIDTH. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH
REQUIRED FOR ACCESSIBLE ROUTES.
68
6
-
2
0
3
2
2'-
3
"
-
6
'
-
8
"
305
1'-0"
MAX
305
1'-0"
MAX
68
6
2'
-
3
"
M
A
X
305
X>1'-0"
305
X>1'-0"
20
3
2
6'
-
8
"
M
I
N
20
3
2
X>
6
'
-
8
"
68
6
X>
2
'
-
3
"
102
4" MAX
68
6
2'
-
3
"
M
A
X
20
3
2
X<
6
'
-
8
"
FIGURE 11B-307.4
VERTICAL CLEARANCE
FIGURE 11B-307.3
POST-MOUNTED PROTRUDING OBJECTS
(b)
FIGURE 11B-307.2
LIMITS OF PROTRUDING OBJECTS
11B-308 REACH RANGES
11B-308.1 GENERAL. REACH RANGES SHALL COMPLY WITH SECTION 11B-308.
11B-308.1.1 ELECTRICAL SWITCHES. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF
A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING,
HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW
REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL
BE MEASURED TO THE TOP OF THE OUTLET BOX.
11B-308.1.2 ELECTRICAL RECEPTACLE OUTLETS. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS
OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH
SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE
OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.
11B-308.2 FORWARD REACH.
11B-308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH
SHALL BE 48 INCHES (1219 mm) MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES
(381 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.
11B-308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE
CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN
THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48
INCHES (1219 mm) MAXIMUM. WHERE THE REACH DEPTH IS 20 INCHES (508 mm) MAXIMUM. WHERE
THE REACH DEPTH EXCEEDS 20 INCHES (508 mm), THE HIGH FORWARD REACH SHALL BE 44
INCHES (111B mm) MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES (635 mm) MAXIMUM.
11B-308.3 SIDE REACH
11B-308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH
TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48
INCHES (1219 mm) MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES (381 mm) MINIMUM
ABOVE THE FINISH FLOOR OR GROUND.
EXCEPTIONS:
1. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE
AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES (254 mm)
MAXIMUM.
2. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES (1372 mm)
MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL
DISPENSERS ARE INSTALLED ON EXISTING CURBS.
11B-308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL
APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT
OF THE OBSTRUCTION SHALL BE 34 INCHES (864 mm) MAXIMUM AND THE DEPTH OF THE
OBSTRUCTION SHALL BE 24 INCHES (610 mm) MAXIMUM. THE HIGH SIDE REACH SHALL BE 48
INCHES (1219 mm) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (254 mm) MAXIMUM WHERE THE
REACH DEPTH EXCEEDS 10 INCHES (254 mm) THE HIGH SIDE REACH SHALL BE 46 INCHES (1168
mm) MAXIMUM FOR A REACH DEPTH OF 24 INCHES (610 mm) MAXIMUM.
EXCEPTIONS:
1. THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36
INCHES (914 mm) MAXIMUM ABOVE THE FINISH FLOOR
2. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES (1372 mm)
MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL
DISPENSERS ARE INSTALLED ON EXISTING CURBS.
38
1
1'
-
3
"
M
I
N
12
1
9
4'
-
0
"
M
A
X
508
1'-8" MAX
12
1
9
4'-
0
"
M
A
X
508-635
1'-8" -2'-1
11
1
8
3'-
8
"
M
A
X
254
10"
MAX
38
1
1'
-
3
"
M
I
N
12
1
9
4'-
0
"
M
A
X
254
10"
MAX
86
4
2'-
1
0
"
M
A
X
12
1
9
4'
-
1
0
"
M
A
X
FIGURE 11B-308.3.2
OBSTRUCTED HIGH SIDE REACH
(A)(B)
254 - 610
>1'-8" - 2'-0" MAX
2'
-
1
0
"
M
A
X
86
4
3'
-
1
0
"
M
A
X
11
6
8
FIGURE 11B-308.3.1
UNOBSTRUCTED SIDE REACH
FIGURE 11B-308.2.2
OBSTRUCTED HIGH FORWARD REACH
(A)(B)
FIGURE 11B-308.2.1
UNOBSTRUCTED FORWARD REACH
11B-309 OPERABLE PARTS
11B-309.1 GENERAL. OPERABLE PARTS SHALL COMPLY WITH SECTION 11B-309.
11B-309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305
SHALL BE PROVIDED.
11B-309.3 HEIGHT. OPERABLE PARTS SHALL BE WITHIN ONE OR MORE OF THE REACH RANGES
SPECIFIED IN SECTION 11B-308.
11B-309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE
OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM.
EXCEPTION: GAS PUMP NOZZLES AND ELECTRIC VEHICLE CONNECTORS SHALL NOT BE
REQUIRED TO PROVIDE OPERABLE PARTS THAT HAVE AN ACTIVATING FORCE OF 5
POUNDS (22.2 N) MAXIMUM.
1DIVISION 2 - APPLICATION
2
DIV. 228 - DEPOSITORIES, MACHINES &
MAILBOXES
3DIV. 229 - WINDOWS
4
DIV. 230 - TWO-WAY COMMUNICATION
SYSTEMS
5DIV. 247 DETECTABLE WARNINGS
6DIVISION 3 - BUILDIING BLOCKS
7DIV. 302 - FLOOR OR GROUND SURFACE
8DIV. 303 - CHANGES IN LEVEL
9DIV. 304 - TURNING SPACES
10DIV. 305 - CLEAR FLOOR SPACE
11DIV. 306 - KNEE AND TOE CLEARANCE12DIV. 307 - PROTRUDING OBJECTS13DIV. 308 - REACH RANGES
14DIV. 309 - OPERABLE PARTS
A0.5b
CBC 11B DIV 2
& DIV 3
BUILDING
BLOCKS
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
11B-401.1 SCOPE. THE PROVISIONS OF DIVISION 4 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR
WHERE REFERENCED BY A REQUIREMENT IN THIS CHAPTER.
11B-402.1 GENERAL. ACCESSIBLE ROUTES SHALL COMPLY WITH 11B-402.
11B-402.2 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING
COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20,
DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM
LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE
REQUIREMENTS OF DIVISION 4.
11B-401 GENERAL
11B-403.1 GENERAL. WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY
WITH SECTION 11B-403.
11B-403.2 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION
11B-302.
11B-403.3 SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE
CROSS SLOPE OF WALKING SUR-FACES SHALL NOT BE STEEPER THAN 1:48.
EXCEPTION: THE RUNNING SLOPE OF SIDEWALKS SHALL NOT EXCEED THE GENERAL GRADE
ESTABLISHED FOR THE ADJACENT STREET OR HIGH-WAY.
11B-403.4 CHANGES IN LEVEL. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 11B-303.
11B-403.5 CLEARANCES. WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH SECTION
11B-403.5.
EXCEPTION: WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATION
PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED
THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED.
11B-403.5.1 CLEAR WIDTH. EXCEPT AS PROVIDED IN SECTIONS 11B-403.5.2 AND 11B-403.5.3, THE CLEAR WIDTH
OF WALKING SURFACES SHALL BE 36 INCHES (914 mm) MINIMUM.
EXCEPTIONS:
1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES (813 mm) MINIMUM
FOR A LENGTH OF 24 INCHES (610 mm) MAXIMUM PROVIDED THAT REDUCED WIDTH
SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES (1219 mm) LONG MINIMUM
AND 36 INCHES (914 mm) WIDE MINIMUM.
2. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD
OF 10 OR MORE SHALL BE 44 INCHES (1118 mm) MINIMUM.
3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES (1219 mm) MINIMUM.
WHEN, BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER
EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH
THE 48-INCH (1219 mm) CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE
HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES (914 mm).
4. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES (914 mm) MINIMUM IF SERVING
ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES (1118 MM) MINIMUM IF SERVING ELEMENTS
ON BOTH SIDES.
5. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS
SHALL BE 44 INCHES (1118 mm) EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS.
11B-403.5.2 CLEAR WIDTH AT TURN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN
ELEMENT WHICH IS LESS THAN 48 INCHES (1219 mm) WIDE, CLEAR WIDTH SHALL BE 42 INCHES
(1067 mm) MINIMUM APPROACHING THE TURN, 48 INCHES (1219 mm) MINIMUM AT THE TURN AND 42
INCHES (1067 mm) MINIMUM LEAVING THE TURN.
EXCEPTION: WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES (1524 mm) MINIMUM
COMPLIANCE WITH SECTION 11B-403.5.2 SHALL NOT BE REQUIRED.
11B-403.5.3 PASSING SPACES. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES (1524 mm)
SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET (60,960 mm) MAXIMUM.PASSING
SPACES SHALL BE EITHER: A SPACE 60 INCHES (1524 mm) MINIMUM BY 60 INCHES (1524 mm)
MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE
COMPLYING WITH SECTION 11B-304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE
EXTEND 48 INCHES (1219 mm) MINIMUM BEYOND THE INTERSECTION.
11B-403.6 HANDRAILS. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING
SLOPES NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH SECTION 11B-505.
11B-403.7 CONTINUOUS GRADIENT. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING
AREAS, 60 INCHES (1524 mm) IN LENGTH, AT INTERVALS OF 400 FEET (121,920 mm) MAXIMUM. THE
RESTING AREA SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN
ALL DIRECTIONS SHALL BE 1:48 MAXIMUM.
81
3
2'
-
8
"
M
I
N
91
4
3'
-
0
"
M
I
N
610
2'-0" MAX
1219
4'-0" MIN
610
2'-0" MAX
81
3
2'
-
8
"
M
I
N
91
4
3'
-
0
"
M
I
N
12
1
9
4'
-
0
"
M
I
N
15
2
4
5'-
0
"
M
I
N
1067
3'-6" MIN
1219
X < 48"
1067
3'-6" MIN
914
3'-0" MIN
1219
X < 48"
914
3'-0" MIN
FIGURE 11B-403.5.1
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
FIGURE 11B-403.5.2
CLEAR WIDTH AT TURN
(a)
180 degree turn
(b)
180 degree turn
(Exception)
11B-403 WALKING SURFACES
11B-404.1 GENERAL. DOORS, DOORWAYS, AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL
COMPLY WITH SECTION 11B-404.
EXCEPTIONS:
1. DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY
PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 11B-404.2.7,
11B-404.2.8, 11B-404.2.9, 11B-404.3.2 AND 11B-404.3.4 THROUGH 11B-404.3.7. A SIGN
VISIBLE FROM THE APPROACH SIDE COMPLYING WITH SECTION 11B-703.5 SHALL BE
POSTED STATING “ENTRY RESTRICTED AND CONTROLLED BY SECURITY PERSONNEL ”.
2. AT DETENTION AND CORRECTIONAL FACILITIES, DOORS, DOORWAYS, AND GATES
DESIGNED TO BE OPERATED ONLY BY SECURITY PERSONNEL SHALL NOT BE REQUIRED
TO COMPLY WITH SECTIONS 11B-404.2.7, 11B-404.2.8, 11B-404.2.9, 11B-404.3.2 AND
11B-404.3.4 THROUGH 11B-404.3.7.
11B-404.2 MANUAL DOORS, DOORWAYS, AND MANUAL GATES MANUAL DOORS AND DOORWAYS AND
MANUAL GATES INTENDED FOR USER PASSAGE SHALL COMPLY WITH SECTION 11B-404.2.
11B-404.2.1 REVOLVING DOORS, GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING GATES, AND
TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE.
11B-404.2.2 DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH
TWO LEAVES SHALL COMPLY WITH SECTIONS 11B-404.2.3 AND 11B-404.2.4.
11B-404.2.3 CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (813 mm)
MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.
OPENINGS MORE THAN 24 INCHES (610 mm) DEEP SHALL PROVIDE A CLEAR OPENING OF 36
INCHES (914 mm) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR
OPENING WIDTH LOWER THAN 34 INCHES (864 mm) ABOVE THE FINISH FLOOR OR GROUND.
PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (864 mm) AND 80 INCHES
(2032 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102 mm).
EXCEPTIONS:
1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (15.9 mm) MAXIMUM INTO THE REQUIRED
CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP.
2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1981 mm)
MINIMUM ABOVE THE FINISH FLOOR OR GROUND.
11B-404.2.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES
SHALL COMPLY WITH SECTION 11B-404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE
FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE.
EXCEPTION: RESERVED.
11B-404.2.4.1 SWINGING DOORS AND GATES. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING
CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.1.
813
2'-8" MIN
813
2'-8" MIN
813
2'-8" MIN
90.0
0
°
(a)
hinged door
FIGURE 11B-404.2.3
CLEAR WIDTH OF DOORWAYS
(b)
sliding door
(c)
folding door
TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
TYPE OF USE MINIMUM MANEUVERING CLEARANCE
APPROACH DIRECTION DOOR OR GATE SIDE PERPENDICULAR TO
DOORWAY
PARALLEL TO DOORWAY
(beyond latch side unless noted)
FROM FRONT PULL 60 INCHES (1524 mm)18 INCHES (457 mm)5
FROM FRONT PUSH 48 INCHES (1219 mm)0 INCHES (0 mm) ¹
FROM HINGE SIDE PULL 60 INCHES (1524 mm)36 INCHES (914 mm)
FROM HINGE SIDE PUSH 44 INCHES (1118 mm) ²22 INCHES (559 mm) ³
FROM LATCH SIDE PULL 60 INCHES (1524 mm)24 INCHES (610 mm)
FROM LATCH SIDE PUSH 44 INCHES (1118 mm)4 24 INCHES (610 mm)
1. Add 12 inches (305 min) if closer and latch are provided.
2. Add 4 inches (102 min) if closer and latch are provided.
3. Beyond hinge side
4. Add 4 inches (102 min) if closer is provided.
5. Add 6 inches (152mm) at exterior side of exterior doors.
15
2
4
5'
-
0
"
M
I
N
457
1'-6"
MIN
12
1
9
4'
-
0
"
M
I
N
15
2
4
5'-
0
"
M
I
N
914
3'-0" MIN
12
1
9
4'
-
0
"
M
I
N
305
1'-0"
MIN
11
1
8
3'
-
8
"
M
I
N
559
1'-10" MIN
12
1
9
4'
-
0
"
M
I
N
559
1'-10" MIN
15
2
4
5'
-
0
"
M
I
N
610
2'-0" MIN
610
2'-0" MAX
11
1
8
3'
-
8
"
M
I
N
12
1
9
4'-
0
"
M
I
N
610
2'-0" MAX
Add 6 inches
(152 mm)
at exterior side
of exterior door.
(a)
front approach, pull side
(b)
front approach, push side
(c)
front approach, push side, door
provided with both closer and latch
(d)
hinge approach, pull side
(f)
hinge approach, push side
(g)
hinge approach, push side, door
provided with both closer and latch
(h)
latch approach, pull side
(j)
latch approach, push side
(i)
reserved
(k)
latch approach, push side,
door provided with closer
(e)
reserved
FIGURE 11B-404.2.4.1
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES
11B-404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS. DOORWAYS
LESS THAN 36 INCHES (914 MM) WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR
FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE
11B-404.2.4.2.
11B-404.2.4.3 RECESSED DOORS AND GATES. MANEUVERING CLEARANCES FOR FORWARD APPROACH
SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES (457 mm) OF THE LATCH SIDE
AT AN INTERIOR DOORWAY, OR WITHIN 24 INCHES (610 mm) OF THE LATCH SIDE OF AN
EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES (203 mm) BEYOND THE FACE OF THE
DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE.
11B-404.2.4.4 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN REQUIRED
MANEUVERING CLEARANCES SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE
NOT PERMITTED.
EXCEPTIONS:
1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.
2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH SECTION 11B-404.2.5 SHALL BE
PERMITTED.
11B-404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (12.7 mm) HIGH
MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH
SECTIONS 11B-302 AND 11B-303.
EXCEPTION: RESERVED.
11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED
DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES (1219 mm MINIMUM PLUS THE
WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE.
11B-404.2.7 DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE
PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF
SUCH HARDWARE SHALL BE 34 INCHES (864 mm) MINIMUM AND 44 INCHES (1118 mm) MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN
POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.
EXCEPTIONS:
1. EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS
WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, AND SIMILAR
EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED
ONLY AT THE TOP OR BOTTOM RAIL.
2. ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT
TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON
SELF-LATCHING DEVICES AT 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR
OR GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING
DEVICES AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL
COMBINATION LOCK
11B-404.2.8 CLOSING SPEED. DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH SECTION 11B-404.2.8.
11B-404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE
ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE
THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.
11B-404.2.8.2 SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE
OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION
IN 1.5 SECONDS MINIMUM.
11B-404.2.9 DOOR AND GATE OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR
GATE SHALL BE AS FOLLOWS:
1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 n) MAXIMUM.
2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 n) MAXIMUM.
3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE
APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 n).
4. EXTERIOR HINGED DOORS: 5 POUNDS (22.2 n) MAXIMUM.
TABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES,
MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS
MINIMUM MANEUVERING CLEARANCE
APPROACH DIRECTION PERPENDICULAR TO
DOORWAY
PARALLEL TO DOORWAY
(beyond latch side unless noted)
FROM FRONT ¹48 INCHES (1219 mm)18 INCHES (457 mm)
FROM SIDE 42 INCHES (1067 mm)0 INCHES (0 mm)
FROM POCKET / HINGE SIDE 42 INCHES (1067 mm)22 INCHES (559 mm) ²
FROM STOP / LATCH SIDE 42 INCHES (1067 mm) 24 INCHES (610 mm)
1.
2.
Doorway with no door only.
Beyond pocket / hinge side.
12
1
9
4'
-
0
"
M
I
N
(a)
front approach
10
6
7
3'
-
6
"
M
I
N
10
6
7
3'
-
6
"
M
I
N
10
6
7
3'
-
6
"
M
I
N
610
2'-0" MIN
15
2
4
5'
-
0
"
M
I
N
18" MIN AT INTERIOR (457)
24" MIN AT EXTERIOR (610)
20
3
X>
8
"
20
3
X>
8
"
12
1
9
4'
-
0
"
M
I
N
12
1
9
4'
-
0
"
M
I
N
305
1'-0"
MIN
20
3
X>
8
"
1219
4'-0" MIN
1219
4'-0" MIN
559
1'-10"
MIN
(b)
side approach
(d)
stop or latch approach
(c)
pocket or hinge approach
FIGURE 11B-404.2.4.2
MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING
DOORS, GATES, AND FOLDING DOORS
(a)
pull side
(b)
push side
(c)
push side, door provided with
both closer and latch
FIGURE 11B-404.2.4.3
MANEUVERING CLEARANCE AT RECESSED DOORS AND GATES
(a)(b)
FIGURE 11B-404.2.6
DOORS IN SERIES AND GATES IN SERIES
THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR
DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.
EXCEPTION: WHEN, AT A SINGLE LOCATION, ONE OF EVERY EIGHT EXTERIOR DOOR LEAFS,
OR FRACTION OF EIGHT, IS A POWERED DOOR, OTHER EXTERIOR DOORS AT THE SAME
LOCATION, SERVING THE SAME INTERIOR SPACE, MAY HAVE A MAXIMUM OPENING
FORCE OF 8.5 POUNDS (37.8 N). THE POWERED LEAF(S) SHALL BE LOCATED CLOSEST TO
THE ACCESSIBLE ROUTE.
a. POWERED DOORS SHALL COMPLY WITH SECTION 11B-404.3. POWERED DOORS
SHALL BE FULLY AUTOMATIC DOORS COMPLYING WITH BUILDERS HARDWARE
MANUFACTURERS ’ ASSOCIATION (BHMA) A156.10 OR LOW ENERGY OPERATED
DOORS COMPLYING WITH BHMA A156.19.
b. POWERED DOORS SERVING A BUILDING OR FACILITY WITH AN OCCUPANCY OF
150 OR MORE SHALL BE PROVIDED WITH A BACK-UP BATTERY OR BACK-UP
GENERATOR. THE BACK-UP POWER SOURCE SHALL BE ABLE TO CYCLE THE
DOOR A MINIMUM OF 100 CYCLES.
c. POWERED DOORS SHALL BE CONTROLLED ON BOTH THE INTERIOR AND
EXTERIOR SIDES OF THE DOORS BY SENSING DEVICES, PUSH PLATES, VERTICAL
ACTUATION BARS OR OTHER SIMILAR OPERATING DEVICES COMPLYING WITH
SECTIONS 11B-304, 11B-305 AND 11B-308.
AT EACH LOCATION WHERE PUSH PLATES ARE PROVIDED THERE SHALL BE TWO
PUSH PLATES; THE CENTERLINE OF ONE PUSH PLATE SHALL BE 7 INCHES (178 mm)
MINIMUM AND 8 INCHES (203 mm) MAXIMUM ABOVE THE FLOOR OR GROUND
11B-404 DOORS, DOORWAYS AND GATES SURFACE AND THE CENTERLINE OF THE SECOND PUSH PLATE SHALL BE 30 INCHES
(762 mm) MINIMUM AND 44 INCHES (1118 mm) MAXIMUM ABOVE THE FLOOR OR
GROUND SURFACE. EACH PUSH PLATE SHALL BE A MINIMUM OF 4 INCHES (102 mm)
DIAMETER OR A MINIMUM OF 4 INCHES BY 4 INCHES (102 mm BY 102 mm) SQUARE
AND SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING
WITH SECTION 11B-703.7.
AT EACH LOCATION WHERE VERTICAL ACTUATION BARS ARE PROVIDED THE
OPERABLE PORTION SHALL BE LOCATED SO THE BOTTOM IS 5 INCHES (127 mm)
MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE AND THE TOP IS 35 INCHES (889
mm) MINIMUM ABOVE THE FLOOR OR GROUND SURFACE. THE OPERABLE PORTION
OF EACH VERTICAL ACTUATION BAR SHALL BE A MINIMUM OF 2 INCHES (51 mm) WIDE
AND SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING
WITH SECTION 11B-703.7.
WHERE PUSH PLATES, VERTICAL ACTUATION BARS OR OTHER SIMILAR OPERATING
DEVICES ARE PROVIDED, THEY SHALL BE PLACED IN A CONSPICUOUS LOCATION. A
LEVEL AND CLEAR FLOOR OR GROUND SPACE FOR FORWARD OR PARALLEL
APPROACH COMPLYING WITH SECTION 11B-305 SHALL BE PROVIDED, CENTERED ON
THE OPERATING DEVICE. DOORS SHALL NOT SWING INTO THE REQUIRED CLEAR
FLOOR OR GROUND SPACE.
d. SIGNS IDENTIFYING THE ACCESSIBLE ENTRANCE REQUIRED BY SECTION
11B-216.6 SHALL BE PLACED ON, OR IMMEDIATELY ADJACENT TO, EACH
POWERED DOOR. SIGNS SHALL BE PROVIDED IN COMPLIANCE WITH BHMA
A156.10 OR BHMA A156.19, AS APPLICABLE.
e. IN ADDITION TO THE REQUIREMENTS OF ITEM D, WHERE A POWERED DOOR IS
PROVIDED IN BUILDINGS OR FACILITIES CONTAINING ASSEMBLY OCCUPANCIES
OF 300 OR MORE, A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY MEASURING 6 INCHES BY 6 INCHES (152 mm BY 152 mm),
COMPLYING WITH SECTION 11B-703.7, SHALL BE PROVIDED ABOVE THE DOOR ON
BOTH THE INTERIOR AND EXTERIOR SIDES OF EACH POWERED DOOR.
11B-404.2.10 DOOR AND GATE SURFACES. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES (254
mm) OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH
SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS
CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH
(1.6 mm) OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES.
CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.
EXCEPTIONS:
1. SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.10.
2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH
THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL
SHALL NOT BE REQUIRED TO MEET THE 10 INCH (254 mm) BOTTOM SMOOTH SURFACE
HEIGHT REQUIREMENT.
3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES (254 mm) OF THE FINISH
FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.10.
4. RESERVED.
11B-404.2.11 VISION LIGHTS. DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES,
CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS
SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES (1092 mm)
MAXIMUM ABOVE THE FINISH FLOOR.
EXCEPTION: GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES (1676 mm)
FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH
SECTION 11B-404.2.11.
11B-404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES. AUTOMATIC DOORS AND AUTOMATIC
GATES SHALL COMPLY WITH SECTION 11B-404.3. FULL-POWERED AUTOMATIC DOORS SHALL
COMPLY WITH ANSI/BHMA A156.10. LOW-ENERGY AND POWER-ASSISTED DOORS SHALL
COMPLY WITH ANSI/BHMA A156.19.
11B-404.3.1 CLEAR WIDTH. DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES (813 mm) MINIMUM
IN POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR
SYSTEMS IN A DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF 32 INCHES
(813 mm) WITH ONE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED
POSITION.
11B-404.3.2 MANEUVERING CLEARANCE. CLEARANCES AT POWER-ASSISTED DOORS AND GATES SHALL
COMPLY WITH SECTION 11B-404.2.4. CLEARANCES AT AUTOMATIC DOORS AND GATES WITHOUT
STANDBY POWER AND SERVING AN ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH
SECTION 11B-404.2.4.
EXCEPTION: WHERE AUTOMATIC DOORS AND GATES REMAIN OPEN IN THE POWER-OFF
CONDITION, COMPLIANCE WITH SECTION 11B-404.2.4 SHALL NOT BE REQUIRED.
11B-404.3.3 THRESHOLDS. THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH
SECTION 11B-404.2.5.
11B-404.3.4 DOORS IN SERIES AND GATES IN SERIES. DOORS IN SERIES AND GATES IN SERIES SHALL
COMPLY WITH SECTION 11B-404.2.6.
11B-404.3.5 CONTROLS. MANUALLY OPERATED CONTROLS SHALL COMPLY WITH SECTION 11B-309. THE
CLEAR FLOOR SPACE ADJA-CENT TO THE CONTROL SHALL BE LOCATED BEYOND THE ARC OF
THE DOOR SWING.
11B-404.3.6 BREAK OUT OPENING. WHERE DOORS AND GATES WITHOUT STANDBY POWER ARE A PART OF
A MEANS OF EGRESS, THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND
GATES SHALL BE 32 INCHES (813 mm) MINIMUM WHEN OPERATED IN EMERGENCY MODE.
EXCEPTION: WHERE MANUAL SWINGING DOORS AND GATES COMPLY WITH SECTION
11B-404.2 AND SERVE THE SAME MEANS OF EGRESS COMPLIANCE WITH SECTION
11B-404.3.6 SHALL NOT BE REQUIRED.
11B-404.3.7 REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING
GATES, AND TURN-STILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE.
11B-405.1 GENERAL. RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11B-405.
EXCEPTION: IN ASSEMBLY AREAS, AISLE RAMPS ADJACENT TO SEATING AND NOT SERVING
ELEMENTS REQUIRED TO BE ON AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO
COMPLY WITH SECTION 11B-405.
11B-405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.
EXCEPTION: RESERVED.
11B-405.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48.
11B-405.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY
WITH SECTION 11B-302. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE
ARE NOT PERMITTED ON RAMP RUNS.
11B-405.5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES (1219 mm) MINIMUM.
EXCEPTIONS:
1. WITHIN EMPLOYEE WORK AREAS, THE REQUIRED CLEAR WIDTH OF RAMPS THAT ARE A
PART OF COMMON USE CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY
WORK AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION
OF THE WORK BEING PERFORMED.
2. HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP AT EACH SIDE
3 1/2 INCHES (89 mm) MAXIMUM AT THE HANDRAIL HEIGHT.
3. THE CLEAR WIDTH OF RAMPS IN RESIDENTIAL USES SERVING AN OCCUPANT LOAD OF
FIFTY OR LESS SHALL BE 36 INCHES (914 mm) MINIMUM BETWEEN HANDRAILS.
11B-405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES (762 mm) MAXIMUM.
11B-405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN.
LANDINGS SHALL COMPLY WITH SECTION 11B-405.7.
11B-405.7.1 SLOPE. LANDINGS SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT
PERMITTED.
EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PER-MITTED.11B-405.7.2 WIDTH. THE
LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING
TO THE LANDING.
11B-405.7.2.1:TOP LANDINGS SHALL BE 60 INCHES (1524 mm) WIDE MINIMUM.
11B-405.7.3 LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES (1524 mm) LONG MINIMUM.
11B-405.7.3.1:BOTTOM LANDINGS SHALL EXTEND 72 INCHES (1829 mm) MINIMUM IN THE DIRECTION OF RAMP
RUN.
11B-405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL
HAVE A CLEAR LANDING 60 INCHES (1525 mm) MINIMUM BY 72 INCHES (1829 mm) MINIMUM IN THE
DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN.
11B-405.7.5 DOORWAYS. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING
CLEARANCES REQUIRED BY SECTIONS 11B-404.2.4 AND 11B-404.3.2 SHALL BE PERMITTED TO
OVERLAP THE REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE
REQUIRED RAMP LANDING WIDTH BY MORE THAN 3 INCHES (76 MM). DOORS, IN ANY POSITION,
SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES
(1067 mm).
11B-405.8 HANDRAILS. RAMP RUNS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 11B-505.
EXCEPTIONS:
1. RESERVED.
2. RESERVED.
3. CURB RAMPS DO NOT REQUIRE HANDRAILS.
4. AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP RUNS LESS THAN 6 INCHES
(152 mm) IN RISE OR 72 INCHES (1829 mm) IN LENGTH.
11B-405.9 EDGE PROTECTION. EDGE PROTECTION COMPLYING WITH SECTION 11B-405.9.2 SHALL BE
PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS.
EXCEPTIONS:
1. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO
HAVE HANDRAILS AND HAVE SIDES COMPLYING WITH SECTION 11B-406.2.2.
2. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERVING
AN ADJOINING RAMP RUN OR STAIRWAY.
3. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS HAVING A
VERTICAL DROP-OFF OF 1/2 INCH (12.7 mm) MAXIMUM WITHIN 10 INCHES (254 mm)
HORIZONTALLY OF THE MINIMUM LANDING AREA SPECIFIED IN SECTION 11B-405.7.
11B-405.9.1 RESERVED.
11B-405.9.2 CURB OR BARRIER. A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF
A 4-INCH (102 mm) DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES
(102 mm) OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE
CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE
LENGTH OF THE RAMP.
11B-405.10 WET CONDITIONS. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT
THE ACCUMULATION OF WATER.
15
2
4
5'
-
0
"
M
I
N
1524
5'-0" MIN
18
2
9
6'
-
0
"
M
I
N
1524
5'-0" MIN
1524
5'-0" MIN
1829
6'-0" MIN
at
l
e
a
s
t
a
s
wi
d
e
a
s
r
a
m
p
r
u
n
bottom
landing ramp run landing
la
n
d
i
n
g
ramp run
ra
m
p
r
u
n
to
p
l
a
n
d
i
n
g
(a)
straight
(b)
change in direction
(c)
top landing
FIGURE 11B-405.7
RAMP LANDINGS
FIGURE 11B-405.9.2
CURB OR BARRIER EDGE PROTECTION
11 B-405 RAMPS
10
2
X
<
4
"
GENERAL. CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS ON ACCESSIBLE ROUTES SHALL
COMPLY WITH SECTION 11B-406. CURB RAMPS MAY BE PERPENDICULAR, PARALLEL, OR A
COMBINATION OF PERPENDICULAR AND PARALLEL.
11B-406.1
11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS
11B-406.1.1
11B-406.1.2
11B-406.1.3
11B-406.1.4
11B-406.2
11B-406.2.1
11B-406.2.2
PERPENDICULAR CURB RAMPS. PERPENDICULAR CURB RAMPS SHALL COMPLY WITH SECTION
11B-406.2.
PARALLECOL CURB RAMPS. PARALLEL CURB RAMPS SHALL COMPLY WITH SECTION 11B-406.3.
BLENDED TRANSITIONS. BLENDED TRANSITIONS SHALL COMPLY WITH SECTION 11B-406.4.
ISLANDS. ISLANDS SHALL COMPLY WITH SECTION 11B-406.6.
PERPENDICULAR CURB RAMPS. PERPENDICULAR CURB RAMPS SHALL COMPLY WITH SECTIONS
11B-406.2 AND 11B-406.5.
SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.
SIDES OF CURB RAMPS. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER THAN
1:10.
flared sides
1:10 max slope
slopeslope
FIGURE 11B-406.2.2
SIDES OF CURB RAMPS
11B-406.3 PARALLEL CURB RAMPS. PARALLEL CURB RAMPS SHALL COMPLY WITH SECTIONS 11B-406.3 AND
11B-406.5.
11B-406.3.1 SLOPE. THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN-LINE WITH THE
DIRECTION OF SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER
THAN 1:12.
11B-406.3.2 TURNING SPACE. A TURNING SPACE 48 INCHES (1219 mm) MINIMUM BY 48 INCHES (1219 mm)
MINIMUM SHALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. THE SLOPE OF THE TURNING
SPACE IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM.
11B-406.4 BLENDED TRANSITIONS. BLENDED TRANSITIONS SHALL COMPLY WITH SECTIONS 11B-406.4 AND
11B-406.5.
11B-406.4.1 SLOPE. BLENDED TRANSITIONS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20.
11B-406.5 COMMON REQUIREMENTS. CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH
SECTION 11B-406.5.
11B-406.5.1 LOCATION. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING
ACCESS AISLES. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN
THE MARKINGS, EXCLUDING ANY FLARED SIDES.
EXCEPTION: DIAGONAL CURB RAMPS SHALL COMPLY WITH SECTION 11B-406.5.9.
11B-406.5.2 WIDTH. THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), BLENDED
TRANSITIONS, AND TURNING SPACES SHALL BE 48 INCHES (1219 MM) MINIMUM.
11B-406.5.3 LANDINGS. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED
TRANSITIONS. THE LANDING CLEAR LENGTH SHALL BE 48 INCHES (1219 MM) MINIMUM. THE
LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING ANY
FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE LANDING. THE SLOPE OF THE
LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM.
EXCEPTION: PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION
11B-406.5.3.
11B-406.5.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF CURB RAMPS AND BLENDED
TRANSITIONS SHALL COMPLY WITH SECTION 11B-405.4.
11B-406.5.5 WET CONDITIONS. CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH SECTION
11B-405.10.
11B-406.5.6 GRADE BREAKS. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE
PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE
PERMITTED ON THE SURFACE OF RAMP RUNS AND TURNING SPACES. SURFACE SLOPES THAT
MEET AT GRADE BREAKS SHALL BE FLUSH.
11B-406.5.7 CROSS SLOPE. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48
MAXIMUM.
11B-406.5.8 COUNTER SLOPE. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES
IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES (610 mm) OF THE CURB RAMP SHALL NOT BE
STEEPER THAN 1:20. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS,
GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL.
11B-406.5.9 CLEAR SPACE AT DIAGONAL CURB RAMPS. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE
A CLEAR SPACE 48 INCHES (1219 mm) MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THE
ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48
INCHES (1219 mm) MINIMUM CLEAR SPACE WITHIN THE MARKINGS.
11B-406.5.10 DIAGONAL CURB RAMPS. DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR
OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF
PEDESTRIAN FLOW. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF
CURB 24 INCHES (610 mm) LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND
WITHIN THE MARKED CROSSING.
1219
4'-0" MIN
12
1
9
4'
-
0
"
M
I
N
FIGURE 11B-406.3.2
PARALLEL CURB RAMPS
FIGURE 11B-406.5.3
LANDINGS AT THE TOP OF CURB RAMPS
AT LEAST AS WIDE AS
CURB RAMP
12
1
9
4'
-
0
"
M
I
N
curb ramp slopeadjoining surface
maximum slope
1
20
FIGURE 11B-406.5.7
COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS
6
1
0
2
'
-
0
"
M
I
N
61
0
2'-
0
"
M
I
N
12
1
9
4'
-
0
"
M
I
N
FIGURE 11B-406.5.10
DIAGONAL OR CORNER TYPE CURB RAMPS
11B-406.5.11 RESERVED.
11B-406.5.12 DETECTABLE WARNINGS. CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE
WARNINGS COM-PLYING WITH SECTION 11B-705.
11B-406.6 ISLANDS. RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR
HAVE CURB RAMPS AT BOTH THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL
BE 60 INCHES (1524 MM) WIDE MINIMUM. WHERE CURB RAMPS ARE PROVIDED, THEY SHALL
COMPLY WITH SECTION 11B-406. LANDINGS COMPLYING WITH SECTION 11B-406.5.3 AND THE
ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDS SHALL HAVE DETECTABLE
WARNINGS COMPLYING WITH SECTION 11B-705.
1524
5'-0" MIN
12
1
9
4'
-
0
"
M
I
N
1524
5'-0" MIN
(a)
cut through at island
(b)
curb ramp at island
FIGURE 11B-406.6
ISLANDS IN CROSSINGS
1DIVISION 4 - ACCESSIBLE ROUTE
2DIV. 403 - WALKING SURFACES
3DIV. 404 - DOORS, DOORWAYS AND GATES4DIV. 405 - RAMPS5
DIV. 406 - CURB RAMPS TRANSITION &
ISLANDS
A0.5c
CBC
11B
DIV 4
ACCESSIBLE
ROUTES
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS
11B-501 GENERAL
11B-501.1 SCOPE. THE PROVISIONS OF DIVISION 5 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR
WHERE REFERENCED BY A REQUIREMENT IN THIS CHAPTER.
11B-502.1 GENERAL. CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION 11B-502. WHERE
PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND
ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS.
11B-502 PARKING SPACES
EXCEPTION: WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO
ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO
INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
11B-502.2 VEHICLE SPACES. CAR AND VAN PARKING SPACES SHALL BE 216 INCHES (5486 MM) LONG
MINIMUM. CAR PARKING SPACES SHALL BE 108 INCHES (2743 MM) WIDE MINIMUM AND VAN
PARKING SPACES SHALL BE 144 INCHES (3658 MM) WIDE MINIMUM, SHALL BE MARKED TO
DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION
11B-502.3.
EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES (2743 MM) WIDE
MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES (2438 MM) WIDE MINIMUM.
11B-502.3 ACCESS AISLE. ACCESS AISLES SERVING PARKING SPACES SHALL COMPLY WITH SECTION
11B-502.3. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES
SHALL BE PER-MITTED TO SHARE A COMMON ACCESS AISLE.
11B-502.3.1 WIDTH. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES (1524
MM) WIDE MINIMUM.
11B-502.3.2 LENGTH. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING
SPACES THEY SERVE.
11B-502.3.3 MARKING. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND
THEIR PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH
HATCHED LINES A MAXIMUM OF 36 INCHES (914 MM) ON CENTER IN A COLOR CONTRASTING
WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING"
SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A
MINIMUM OF 12 INCHES (305 MM) IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT
VEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED
LENGTH.
11B-502.3.4 LOCATION. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL
BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN
PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF
THE PARKING SPACES.
11B-502.4 FLOOR OR GROUND SURFACES. PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL
COMPLY WITH SECTION 11B-302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.
11B-502.5 VERTICAL CLEARANCE. PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING
THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES (2489 MM) MINIMUM.
EXCEPTION: IN EXISTING MULTISTORY PARKING FACILITIES, CAR PARKING SPACES, ACCESS
AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE
OF 80 INCHES (2032 MM) MINIMUM. EXISTING VERTICAL CLEARANCE IN EXCESS OF 80
INCHES (2032 MM) AND LESS THAN 98 INCHES (2489 MM) SHALL BE MAINTAINED. THIS
EXCEPTION SHALL NOT APPLY TO VAN PARKING SPACES, ACCESS AISLES, OR VEHICULAR
ROUTES SERVING THEM.
11B-502.6 IDENTIFICATION. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY COM-PLYING WITH SECTION 11B-703.7.2.1 IN WHITE ON A BLUE
BACK-GROUND. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL
LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION “VAN ACCESSIBLE”. SIGNS SHALL
BE 60 INCHES (1524 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED
TO THE BOTTOM OF THE SIGN.
EXCEPTION: SIGNS LOCATED WITHIN A CIRCULATION PATH SHALL BE A MINIMUM OF 80
INCHES (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE
BOTTOM OF THE SIGN.
11B-502.6.1 FINISH AND SIZE. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM
AREA OF 70 SQUARE INCHES (45,161 MM 2).
11B-502.6.2 MINIMUM FINE. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY SHALL STATE “MINIMUM FINE $250 ”.
11B-502.6.3 LOCATION. A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING
SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE
PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE
PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR
END OF THE PARKING SPACE.
11B-502.6.4 MARKING. EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION
COMPLYING WITH EITHER SECTION 11B-502.6.4.1 OR 11B-502.6.4.2.
11B-502.6.4.1 THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH SECTION 11B-703.7.2.1 IN WHITE ON A BLUE BACKGROUND A MINIMUM 36
INCHES WIDE BY 36 INCHES HIGH (914 MM BY 914 MM). THE CENTERLINE OF THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES (152 MM) FROM
THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE
PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE
PARKING SPACE LENGTH.
11B-502.6.4.2 THE PARKING SPACE SHALL BE OUTLINED IN BLUE OR PAINTED BLUE AND SHALL BE MARKED
WITH AN INTER-NATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1
A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH (914 MM BY 914 MM) IN WHITE OR A SUITABLE
CONTRASTING COLOR. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL BE A MAXIMUM OF 6 INCHES (152 MM) FROM THE CENTERLINE OF THE PARKING SPACE,
ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR
LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE.
11B-502.7 RELATIONSHIP TO ACCESSIBLE ROUTES. PARKING SPACES AND ACCESS AISLES SHALL BE
DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED
CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.
11B-502.7.1 ARRANGEMENT. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT
PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN
TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.
11B-502.7.2 WHEEL STOPS. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT
ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE
ROUTES.
11B-502.8 ADDITIONAL SIGNS. AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS
PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY
ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE.
11B-502.8.1 SIZE. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES (432 MM) WIDE BY 22 INCHES
(559 MM) HIGH.
11B-502.8.2 LETTERING. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT
OF 1 INCH (25 MM) THE FOLLOWING:
“UNAUTHORIZED” VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES
WILL BE TOWED AWAY AT THE OWNER ’S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT:
_________________________ OR BY TELEPHONING _______________________." BLANK SPACES SHALL
BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN.
5'-0" MIN
1524
fu
l
l
r
e
q
u
i
r
e
d
l
e
n
g
t
h
o
f
p
a
r
k
i
n
g
s
p
a
c
e
18
'
-
0
"
M
I
N
54
8
6
9'-0" MIN
2743
9'-0" MIN
2743
f
u
l
l
r
e
q
u
i
r
e
d
l
e
n
g
t
h
o
f
p
a
r
k
i
n
g
s
p
a
c
e
f
u
l
l
r
e
q
u
i
r
e
d
l
e
n
g
t
h
o
f
p
a
r
k
i
n
g
s
p
a
c
e
5'-0" M
I
N
1524
1
8
'
-
0
"
M
I
N
5
4
8
6
1
8
'
-
0
"
M
I
N
5
4
8
6
12'-0"
M
I
N
3658
9'-0" M
I
N
2743
identification sign
international
symbol of
accessibility 36
inches (914 mm)
by 36 inches (914
mm ) min
access
aisle
blue stripe
hatches lines at
36 inches (914
mm) on center
max
optical extension
of acces aisle
markingwhite lettering
12 inches (305
mm) min height
EQ
EQ
3'-0"
MAX
914
EQ EQ
international
symbol of
accessibility 36
inches (914 mm)
by 36 inches (914
mm ) min
identification sign
access
aisle
blue stripe
hatches lines at
36 inches (914
mm) on center
max
white lettering
12 inches (305
mm) min height
NO
PARKING
NO
PARKI
N
G
NO
PARK
I
N
G
CAR
VAN
NO
PARKING
CARVAN
CAR
VAN
NO
PARK
I
N
G
CARVAN
NO
PARKING
(b)
angled parking
FIGURE 11B-502.3
PARKING SPACE ACCESS AISLE
(a)
perpendicular parking
(b)
angled parking
FIGURE 11B-502.2
VEHICLE PARKING SPACES
(a)
perpendicular parking
(a)
perpendicular parking
(b)
angled parking
FIGURE 11B-502.3.3
ANGLED AND PERPENDICULAR PARKING IDENTIFICATION
11B-503 PASSENGER DROP-OFF AND LOADING ZONES
11B-503.1 GENERAL. PASSENGER DROP-OFF AND LOADING ZONES SHALL COMPLY WITH SECTION 11B-503.
11B-503.2 VEHICLE PULL-UP SPACE. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE A
VEHICULAR PULL-UP SPACE 96 INCHES (2438 MM) WIDE MINIMUM AND 20 FEET (6096 MM) LONG
MINIMUM.
11B-503.3 ACCESS AISLE. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE ACCESS AISLES
COMPLYING WITH SECTION 11B-503 ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE.
ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR
WAY.
11B-503.3.1 WIDTH. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES (1524 MM) WIDE
MINIMUM.
11B-503.3.2 LENGTH. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES
THEY SERVE.
11B-503.3.3 MARKING. ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEIR
PERIMETER. THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A
MAXIMUM OF 36 INCHES (914 MM) ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE
AISLE SURFACE.
11B-503.4 FLOOR AND GROUND SURFACES. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM
SHALL COMPLY WITH SECTION 11B-302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.
11B-503.5 VERTICAL CLEARANCE. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM, AND A
VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER DROP-OFF AND LOADING ZONE AND
FROM THE PASSENGER DROP-OFF AND LOADING ZONE TO A VEHICULAR EXIT SHALL PROVIDE A
VERTICAL CLEARANCE OF 114 INCHES (2896 MM) MINIMUM.
curb line
access aisle area to
be marked
vehicle pull- up
space
20'-0" MIN
6096
5'
-
0
"
M
I
N
15
2
4
8'-
0
"
M
I
N
24
3
8
full length of vehicle pull-up space
FIGURE 11B-503.3
PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE
11B-505 HANDRAILS
11B-505.1 GENERAL. HANDRAILS PROVIDED ALONG WALKING SURFACES COMPLYING WITH SECTION
11B-403, REQUIRED AT RAMPS COMPLYING WITH SECTION 11B-405, AND REQUIRED AT STAIRS
COMPLYING WITH SECTION 11B-504 SHALL COMPLY WITH SECTION 11B-505.
11B-505.2 WHERE REQUIRED. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.
EXCEPTIONS:
1. IN ASSEMBLY AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES OF AISLE
RAMPS WHERE A HANDRAIL IS PROVIDED AT EITHER SIDE OR WITHIN THE AISLE WIDTH.
2. CURB RAMPS DO NOT REQUIRE HANDRAILS.
3. AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED WHEN THE RAMP RUN IS LESS
THAN 6 INCHES (152 mm) IN RISE OR 72 INCHES (1829 mm) IN LENGTH.
11B-505.2.1 ORIENTATION. THE ORIENTATION OF AT LEAST ONE HANDRAIL SHALL BE IN THE DIRECTION OF
THE STAIR RUN, PERPENDICULAR TO THE DIRECTION OF THE STAIR NOSING, AND SHALL NOT
REDUCE THE MINIMUM REQUIRED WIDTH OF THE STAIR.
11B-505.3 CONTINUITY. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR
FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS
SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS.
EXCEPTION: IN ASSEMBLY AREAS, RAMP HANDRAILS ADJACENT TO SEATING OR WITHIN THE
AISLE WIDTH SHALL NOT BE REQUIRED TO BE CONTINUOUS IN AISLES SERVING SEATING.
11B-505.4 HEIGHT. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES (864 mm) MINIMUM
AND 38 INCHES (965 mm) MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS,
AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING
SURFACES, STAIR NOSINGS, AND RAMP SURFACES.
11B-505.5 CLEARANCE. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT
SURFACES SHALL BE 1 1/2 INCHES (38 mm) MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS
IF THE RECESS IS 3 INCHES (76 mm) MAXIMUM DEEP AND 18 INCHES (457 mm) MINIMUM CLEAR
ABOVE THE TOP OF THE HANDRAIL.
11B-505.6 GRIPPING SURFACE. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR
LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF
HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF
THEIR LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES (38
mm) MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE.
EXCEPTIONS:
1. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT
STEEPER THAN 1:20, THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE
PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE
INTEGRAL TO CRASH RAILS OR BUMPER GUARDS.
2. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE
GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH (3.2 mm) FOR
EACH 1/2 INCH (12.7 mm) OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT
EXCEEDS 4 INCHES (102 mm).
11B-505.7 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL HAVE A CROSS SECTION COMPLYING
WITH SECTION 11B-505.7.1 OR 11B-505.7.2.
11B-505.7.1 CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION
SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4 INCHES (32 mm) MINIMUM AND 2 INCHES (51 mm)
MAXIMUM.
11B-505.7.2 NON-CIRCULAR CROSS SECTIONS. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR
CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES (102 mm) MINIMUM AND 6
1/4 INCHES (159 mm) MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES (57 mm)
MAXIMUM.
11B-505.8 SURFACES. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE
FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES.
11B-505.9 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
11B-505.10 HANDRAIL EXTENSIONS. HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE
SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH SECTION
11B-505.10.
EXCEPTIONS:
1. EXTENSIONS SHALL NOT BE REQUIRED FOR CONTINUOUS HANDRAILS AT THE INSIDE
TURN OF SWITCHBACK OR DOGLEG STAIRS AND RAMPS.
2. IN ASSEMBLY AREAS, EXTENSIONS SHALL NOT BE REQUIRED FOR RAMP HANDRAILS IN
AISLES SERVING SEATING WHERE THE HANDRAILS ARE DISCONTINUOUS TO PROVIDE
ACCESS TO SEATING AND TO PERMIT CROSSOVERS WITHIN AISLES.
3. IN ALTERATIONS, WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF STAIR
FLIGHT OR RAMP RUN WOULD CREATE A HAZARD, THE EXTENSION OF THE HANDRAIL
MAY BE TURNED 90 DEGREES FROM THE DIRECTION OF STAIR FLIGHT OR RAMP RUN.
11B-505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY
ABOVE THE LANDING FOR 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF
RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR
SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN.
11B-505.10.2 TOP EXTENSION AT STAIRS. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND
HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES (305 MM) MINIMUM BEGINNING DIRECTLY
ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE
LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR
FLIGHT.
11B-505.10.3 BOTTOM EXTENSION AT STAIRS. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL
EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE
TREAD DEPTH BEYOND THE LAST RISER NOSING. THE HORIZONTAL EXTENSION OF A HANDRAIL
SHALL BE 12 INCHES (305 MM) LONG MINIMUM AND A HEIGHT EQUAL TO THAT OF THE SLOPING
PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. EXTENSION SHALL
RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE
HANDRAIL OF AN ADJACENT STAIR FLIGHT.
4" - 6 1/4" perimeter
1
1
/
2
"
MA
X
38
1 1/2"
MAX
38
34
"
-
3
8
"
86
4
-
9
6
5
34
"
-
3
8
"
86
4
-
9
6
5
34
"
-
3
8
"
86
4
-
9
6
5
34
"
-
3
8
"
86
4
-
9
6
5
1' - 0"
305
1'-0" plus tread
depth min
X
1'-0"
305
34
"
-
3
8
"
86
4
-
9
6
5
1'-0"
305
1'-0"
305
Note: X = tread depth
FIGURE 11B-505.10.3
BOTTOM HANDRAIL EXTENSION AT STAIRS
FIGURE 11B-505.10.2
TOP HANDRAIL EXTENSION AT STAIRS
FIGURE 11B-505.10.1
TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS
FIGURE 11B-505.7.2
HANDRAIL NON-CIRCULAR CROSS SECTION
2 1/
4
"
MAX
57
2 1/4"
MAX
57
FIGURE 11B-505.6
HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE
FIGURE 11B-505.5
HANDRAIL CLEARANCE
(a)
stairs
(b)
ramps
(c)
walking surfaces
FIGURE 11B-505.4
HANDRAIL HEIGHT
(a)(b)
11B-504.1 GENERAL. STAIRS SHALL COMPLY WITH SECTION 11B-504.
11B-504 STAIRWAYS
11B-504.2 TREADS AND RISERS. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS
AND UNIFORM TREAD DEPTHS.RISERS SHALL BE 4 INCHES (102 MM) HIGH MINIMUM AND 7 INCHES
(178 MM) HIGH MAXIMUM. TREADS SHALL BE 11 INCHES (279 MM) DEEP MINIMUM.
EXCEPTION: CURVED STAIRWAYS WITH WINDER TREADS ARE PERMITTED AT STAIRS WHICH
ARE NOT PART OF A REQUIRED MEANS OF EGRESS.
11B-504.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED.
EXCEPTIONS:
1. ON EXTERIOR STAIRWAYS, AN OPENING OF NOT MORE THAN 1/2 INCH (12.7 MM) MAY BE
PERMITTED BETWEEN THE BASE OF THE RISER AND THE TREAD.
2. ON EXTERIOR STAIRWAYS, RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS
OF NOT MORE THAN 1/2 INCH (12.7 MM) MAY BE PERMITTED.
11B-504.4 TREAD SURFACE. STAIR TREADS SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE
NOT PERMITTED.
EXCEPTION: TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48.
11B-504.4.1 CONTRASTING STRIPE. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD
MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE
UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.
THE STRIPE SHALL BE A MINIMUM OF 2 INCHES (51 MM) WIDE TO A MAXIMUM OF 4 INCHES (102 MM)
WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25 MM) FROM, THE NOSE OF THE STEP
OR UPPER APPROACH.
THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL
BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A
PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS
REQUIREMENT.
11B-504.5 NOSINGS. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH
(12.7 MM) MAXIMUM. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF
THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE
TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION
OF THE NOSING SHALL EXTEND 1 1/4 INCHES (32 MM) MAXIMUM OVER THE TREAD BELOW.
EXCEPTION: IN EXISTING BUILDINGS THERE IS NO REQUIREMENT TO RETROACTIVELY ALTER
EXISTING NOSING PROJECTIONS OF 1 1/2 INCHES (38 MM) WHICH WERE CONSTRUCTED IN
COMPLIANCE WITH THE BUILDING CODE IN EFFECT AT THE TIME OF ORIGINAL CONSTRUCTION.
11B-504.6 HANDRAILS. STAIRS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 11B-505.
11B-504.7 WET CONDITIONS. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE
DESIGNED TO PREVENT THE ACCUMULATION OF WATER.
11B-504.8 FLOOR IDENTIFICATION. FLOOR IDENTIFICATION SIGNS REQUIRED BY CHAPTER 10, SECTION
1023.9 COMPLYING WITH SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5 SHALL BE
LOCATED AT THE LANDING OF EACH FLOOR LEVEL, PLACED ADJACENT TO THE DOOR ON THE
LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO
IDENTIFY THE FLOOR LEVEL. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED
FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE
DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS.
1 1/4"
MAX
32
1 1/4"
MAX
32
30°
MAXradius 1/2
max
12.7
FIGURE 11B-504.5
STAIR NOSINGS
(c)
curved nosing
(d)
beveled nosing
(a)
radius of tread edge
(typical for all profiles)
(b)
angled riser
12" (MIN.)
12
"
(
M
I
N
.
)
NOTES:
1. SIGN TO BE REFLECTORIZED PORCELAIN STEEL.
2. BOTTOM OF SIGN TO BE +60" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE OR, +80"
ABOVE FINISHED SURFACE WHEN LOCATED IN THE PATH OF TRAVEL.
3. SIGN TO CONFORM TO ALL CURRENT, FEDERAL, STATE, LOCAL CODES AND / OR REGULATIONS.
4. ARROW SHALL POINT IN THE DIRECTION OF THE PATH OF TRAVEL
1/2" RADIUS
TYPICAL
WHITE ON BLUE
BACKGROUND
2" DIA. GALV.
POLE
6'-8" MIN.
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING PLACARDS OR
SPECIAL LICENSE PLATES
ISSUED FOR PERSONS WITH
DISABILITIES WILL BE TOWED
AWAY AT THE OWNER'S
EXPENSE.
TOWED VEHICLES
MAY BE RECLAIMED AT:
17" (MIN.)
24" RECOMMENDED
22
"
(
M
I
N
.
)
24
"
R
E
C
O
M
M
E
N
E
D
E
D
NOTES:
1. SIGN TO BE REFLECTORIZED
PORCELAIN STEEL WITH BEADED
TEXT
2.BOTTOM OF SIGN TO BE +60"
MINIMUM ABOVE FINISH FLOOR OR
GROUND SURFACE OR, +80" ABOVE
FINISHED SURFACE WHEN LOCATED
IN THE PATH OF TRAVEL.
3. SIGN TO CONFORM TO ALL
CURRENT, FEDERAL, STATE, LOCAL
CODES AND / OR REGULATIONS.
4. SIGN TO BE PROVIDED AT ALL ENTRY
DRIVEWAYS
5. CITY OF XX POLICE DEPARTMENT OR
BY CALLING: (XXX) XXX-XXXX. SIGN
LETTERING SHALL BE NOT LESS
THAN 1" IN HEIGHT
(REFER TO NOTE #5)
2" DIA. GALV.
POLE
6'-8" MIN.
PARKING
ONLY
MINIMUM
FINE $250
VAN ACCESSIBLE
NOTES:
1. SIGN TO BE REFLECTORIZED WITH
AN AREA OF THE SIGN(S) IS NOT
SMALLER THAN 70 SQUARE INCHES
2. SIGN TO BE CENTERED AT THE
INTERIOR END OF PARKING SPACE
3.BOTTOM OF SIGN TO BE +60"
MINIMUM ABOVE FINISH FLOOR OR
GROUND SURFAQCE OR, +80" ABOVE
FINISHED SURFACE WHEN LOCATED
IN THE PATH OF TRAVEL
4. SIGN TO CONFORM TO ALL
CURRENT, FEDERAL, STATE, LOCAL
CODES AND / OR REGULATIONS
5. SIGN TO BE PROVIDED AT ALL
PARKING SPACES RESERVED FOR
PERSONS WITH DISABILITIES
WHITE ON BLUE
BACKGROUND
TYPICAL
1/2" RADIUS
TYPICAL
VAN ACCESSIBLE
SIGN WHERE
APPLICABLE
2" DIA. GALV. POLE
6'-8" MIN.
1DIVISION 5 - SITE AND BUILDING ELEMENTS
2
3
DIV. 503 - DROP-OFF AND LOADING
ZONES5DIV. 505 - HANDRAILS
4DIV. 504 -STAIRWAYS
A0.5e
CBC 11B DIV 5
SITE AND
BUILDING
ELEMENTS
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
8ACCESSIBLE PATH OF TRAVEL
7UNAUTHORIZED VEHICLE WARNING SIGNS
6ACCESSIBLE PARKING STALL SIGNAGE
DIVISION 6 PLUMBING ELEMENTS AND FACILITIES
11B-601 GENERAL.
11B-601.1 SCOPE. THE PROVISIONS OF DIVISION 6 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR
WHERE REFERENCED BY A REQUIREMENT IN THIS CHAPTER.
11B-602 DRINKING FOUNTAINS
11B-601.1
11B-602
11B-602.1
11B-602.2
11B-602.3
SCOPE. THE PROVISIONS OF DIVISION 6 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR
WHERE REFERENCED BY A REQUIREMENT IN THIS CHAPTER.
DRINKING FOUNTAINS
GENERAL. DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 11B-307 AND 11B-602.
CLEAR FLOOR SPACE. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH
SECTION 11B-305 POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE
AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED.
EXCEPTION: A PARALLEL APPROACH COMPLYING WITH SECTION 11B-305 SHALL BE PERMITTED
AT UNITS FOR CHILDREN'S USE WHERE THE SPOUT IS 30 INCHES (762 mm) MAXIMUM ABOVE
THE FINISH FLOOR OR GROUND AND IS 3 1/2 INCHES (89 mm) MAXIMUM FROM THE FRONT
EDGE OF THE UNIT, INCLUDING BUMPERS
OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH SECTION 11B-309. THE FLOW OF
WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT MOUNTED OR
SIDE MOUNTED AND LOCATED WITHIN 6 INCHES (152 mm) OF THE FRONT EDGE OF THE FOUNTAIN
OR AN AUTOMATIC ELECTRONICALLY CONTROLLED DEVICE.
FIGURE 11B-602.5
DRINKING FOUNTAIN SPOUT LOCATION
11B-602.4
11B-602.5
11B-602.6
11B-602.7
11B-602.8
11B-602.9
SPOUT HEIGHT. SPOUT OUTLETS SHALL BE 36 INCHES (914 mm) MAXIMUM ABOVE THE FINISH
FLOOR OR GROUND.
SPOUT LOCATION. THE SPOUT SHALL BE LOCATED 15 INCHES (381 mm) MINIMUM FROM THE
VERTICAL SUPPORT AND 5 INCHES (127 mm) MAXIMUM FROM THE FRONT EDGE OF THE UNIT,
INCLUDING BUMPERS.
WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES (102 mm) HIGH MINIMUM
AND SHALL BE LOCATED 5 INCHES (127 mm) MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE
OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF
THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES (76 mm) OF THE FRONT OF THE
UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE
LOCATED BETWEEN 3 INCHES (76 mm) AND 5 INCHES (127 mm) MAXIMUM FROM THE FRONT OF THE
UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM.
DRINKING FOUNTAINS FOR STANDING PERSONS. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR
STANDING PERSONS SHALL BE 38 INCHES (965 mm) MINIMUM AND 43 INCHES (1092 mm) MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND.
DEPTH. WALL- AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18 INCHES
(457 mm) MINIMUM AND 19 INCHES (483 mm) MAXIMUM IN DEPTH.
PEDESTRIAN PROTECTION. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY
WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED
SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN WHICH A
DRINKING FOUNTAIN IS LOCATED SHALL BE 32 INCHES (813 mm) WIDE MINIMUM AND 18 INCHES
(457 mm) DEEP MINIMUM, AND SHALL COMPLY WITH SECTION 11B-305.7. WHEN USED, WING WALLS
OR BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN
AND TO WITHIN 6 INCHES (152 mm) VERTICALLY FROM THE FLOOR OR GROUND SURFACE.
12
75"MI
N
38
1
1'-
3
"
MI
N
11B-603.1
11B-603.2
11B-603.2.1
11B-603.2.2
11B-603.2.3
11B-603 TOILET AND BATHING ROOMS
GENERAL. TOILET AND BATHING ROOMS SHALL COMPLY WITH SECTION 11B-603.
CLEARANCES. CLEARANCES SHALL COMPLY WITH SECTION 11B-603.2.
TURNING SPACE. TURNING SPACE COMPLYING WITH SECTION 11B-304 SHALL BE PROVIDED
WITHIN THE ROOM.
OVERLAP. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES, AND TURNING SPACE
SHALL BE PERMITTED TO OVERLAP.
DOOR SWING. 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 DOORS
TO ACCESSIBLE WATER CLOSET COMPARTMENTS, A DOOR, IN ANY POSITION, SHALL BE
PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12 INCHES (305 mm) MAXIMUM.
1.
2.
3.
EXCEPTIONS:
RESERVED.
WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR
FLOOR SPACE COMPLYING WITH SECTION 11B-305.3 IS PROVIDED WITHIN THE ROOM
BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO
THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.
IN RESIDENTIAL DWELLING UNITS COMPLYING WITH SECTION 11B-233.3.1.1, DOORS SHALL
BE PERMITTED TO SWING OVER THE TURNING SPACE WITHOUT LIMITATION.
11B-603.3
11B-603.4
11B-603.5
11B-603.6
MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH
THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 mm) MAXIMUM ABOVE THE
FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS
SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (889 mm)
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
COAT HOOKS, SHELVES AND MEDICINE CABINETS. COAT HOOKS SHALL BE LOCATED WITHIN ONE
OF THE REACH RANGES SPECIFIED IN SECTION 11B-308. SHELVES SHALL BE LOCATED 40 INCHES
(1016 mm) MINIMUM AND 48 INCHES (1219 mm) MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE
CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES (1118 mm)
MAXIMUM ABOVE THE FINISH FLOOR.
ACCESSORIES. WHERE TOWEL OR SANITARY NAPKIN 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 INCHES (1016 mm) MAXIMUM ABOVE THE FINISH FLOOR.
EXCEPTION: BABY CHANGING TABLES ARE NOT REQUIRED TO COMPLY WITH SECTION
11B-603.5.
GUEST ROOM TOILET AND BATHING ROOMS. TOILET AND BATHING ROOMS WITHIN GUEST ROOMS
THAT ARE NOT REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTION 11B-806.2
SHALL PROVIDE ALL TOILET AND BATHING FIXTURES IN A LOCATION THAT ALLOWS A PERSON
USING A WHEELCHAIR MEASURING 30 INCHES BY 48 INCHES (762 mm BY 1219 mm) TO TOUCH THE
WHEELCHAIR TO ANY LAVATORY, URINAL, WATER CLOSET, TUB, SAUNA, SHOWER STALL AND ANY
OTHER SIMILAR SANITARY INSTALLATION, IF PROVIDED.
GENERAL. WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH SECTIONS 11B-604.2
THROUGH 11B-604.8.
EXCEPTION: WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE SHALL BE
PERMITTED TO COMPLY WITH SECTION 11B-604.9.
LOCATION. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO
ONE SIDE. THE CENTER-LINE OF THE WATER CLOSET SHALL BE 17 INCHES (432 mm) MINIMUM TO 18
INCHES (457 mm) MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET
SHALL BE 17 INCHES (432 mm) MINIMUM AND 19 INCHES (483 mm) MAXIMUM FROM THE SIDE WALL OR
PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION 11B-604.8.2.
WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH.
CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY
WITH SECTION 11B-604.3
SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 mm) MINIMUM MEASURED
PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 mm) MINIMUM MEASURED PERPENDICULAR
FROM THE REAR WALL. A MINIMUM 60 INCHES (1524 mm) WIDE AND 48 INCHES (1219 mm) DEEP MANEUVERING
SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.
EXCEPTION: IN RESIDENTIAL DWELLING UNITS COMPLYING WITH SECTION 11B-233.3.1.1, MANEUVERING
SPACE IN FRONT OF THE WATER CLOSET SHALL BE A MINIMUM 60 INCHES (1524 mm) WIDE AND 36
INCHES (914 MM) DEEP.
OVERLAP. THE REQUIRED CLEARANCE 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.
EXCEPTION: IN RESIDENTIAL DWELLING UNITS, A LAVATORY COMPLYING WITH SECTION 11B-606 SHALL BE
PERMITTED ON THE REAR WALL 18 INCHES (457 mm) MINIMUM FROM THE WATER CLOSET CENTERLINE
WHERE THE CLEARANCE AT THE WATER CLOSET IS 66 INCHES (1676 mm) MINIMUM MEASURED
PERPENDICULAR FROM THE REAR WALL.
SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES (432 mm)
MINIMUM AND 19 INCHES (483 mm) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE
SPRUNG TO RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES (51 mm) HIGH MAXIMUM.
1.
2.
3.
EXCEPTIONS:
RESERVED.
IN RESIDENTIAL DWELLING UNITS, THE HEIGHT OF WATER CLOSETS SHALL BE PERMITTED TO BE
15 INCHES (381 mm) MINIMUM AND 19 INCHES (483 mm) MAXIMUM ABOVE THE FINISH FLOOR
MEASURED TO THE TOP OF THE SEAT.
A 3-INCH (76 mm) HIGH SEAT SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING
FIXTURE IS LESS THAN 15 INCHES (381 mm) HIGH.
GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SECTION 11B-609. GRAB BARS SHALL BE
PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. WHERE SEPARATE
GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN
L-SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF SECTIONS 11B-604.5.1 AND 11B-604.5.2
SHALL BE PERMITTED.
1.
2.
3.
EXCEPTIONS:
RESERVED.
IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN
TOILET OR BATHROOMS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND
LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SECTION
11B-604.5.
IN DETENTION OR CORRECTION FACILITIES, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED
IN HOUSING OR HOLDING CELLS THAT ARE SPECIALLY DESIGNED WITHOUT PROTRUSIONS FOR
PURPOSES OF SUICIDE PREVENTION.
SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 mm) LONG MINIMUM, LOCATED 12 INCHES
(305 mm) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1372 mm) MINIMUM FROM THE
REAR WALL WITH THE FRONT END POSITIONED 24 INCHES (610 mm) MINIMUM IN FRONT OF THE WATER
CLOSET.
REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 mm) LONG MINIMUM AND EXTEND FROM
THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 mm MINIMUM ON ONE SIDE AND 24 INCHES (610
mm) MINIMUM ON THE OTHER SIDE.
1.
2.
EXCEPTIONS:
THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES (610 mm) LONG MINIMUM, CENTERED
ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES (914 mm)
MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET.
WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE
LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE
REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET
AREA.
FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED
FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309 EXCEPT THEY SHALL BE LOCATED 44
INCHES (1118 mm) MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE
OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS
COMPLYING WITH SECTION 11B-604.8.2.
DISPENSERS AND DISPOSAL UNITS. TOILET PAPER DISPENSERS AND SANITARY NAPKIN DISPOSAL
UNITS SHALL COMPLY WITH SECTION 11B-604.7. COMBINATION ACCESSORY UNITS ARE NOT
PERMITTED TO ENCROACH INTO THE SPACE REQUIRED BY SECTION 11B-609.3.
TOILET COMPARTMENTS. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET
THE REQUIREMENTS OF SECTIONS 11B-604.8.1 AND 11B-604.8.3. COMPARTMENTS
CONTAINING MORE THAN ONE
DISPOSAL UNITS. SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION
11B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDEWALL BETWEEN THE REAR
WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER
DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING
OF THE DISPOSAL UNIT 19 INCHES MINIMUM (483 mm) ABOVE THE FINISH FLOOR.
DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE 7
INCHES (178 mm) MINIMUM AND 9 INCHES (229 mm) MAXIMUM IN FRONT OF THE WATER CLOSET
MEASURED TO THE CENTERLINE OF THE DIS-PENSER. THE OUTLET OF THE DISPENSER SHALL BE
BELOW THE GRAB BAR, 19 INCHES (483 mm) MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE
LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY
OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.
11B-604.1
11B-604.2
11B-604.3
11B-604.3.1
11B-604.3.2
11B-604.4
11B-604.5
11B-604.5.1
11B-604.6
11B-604.7
11B-604.7.1
11B-604.7.2
11B-604.8
11B-604.5.2
PLUMBING FIXTURE SHALL COMPLY WITH SECTION 11B-603. AMBULATORY ACCESSIBLE
COMPARTMENTS SHALL COMPLY WITH SECTIONS 11B-604.8.2 AND 11B-604.8.3.
WHEELCHAIR ACCESSIBLE COMPARTMENTS. WHEELCHAIR ACCESSIBLE COMPARTMENTS
SHALL COMPLY WITH SECTION 11B-604.8.1.
11B-604.8.1
11B-604.8.1.1
11B-604.8.1.1.1
11B-604.8.1.1.2
11B-604.8.1.1.3
11B-604.8.1.2
MANEUVERING SPACE WITH IN-SWINGING DOOR. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT
WITH AN INSWINGING DOOR, A MINIMUM 60 INCHES (1524 mm) WIDE BY 36 INCHES (914 mm) DEEP
MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE CLEARANCE REQUIRED IN SECTION
11B-604.8.1.1. SEE FIGURES 11B-604.8.1.1.2 (B) AND 11B-604.8.1.1.3 (B).
MANEUVERING SPACE WITH SIDE-OPENING DOOR. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT
WITH A DOOR LOCATED IN THE SIDE WALL OR PARTITION, EITHER IN-SWINGING OR OUT-
SWINGING, A MINIMUM 60 INCHES (1524 mm) WIDE AND 60 INCHES (1524 mm) DEEP MANEUVERING
SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEE FIGURE 11B-604.8.1.1.2.
MANEUVERING SPACE WITH END-OPENING DOOR. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH A
DOOR LOCATED IN THE FRONT WALL OR PARTITION (FACING THE WATER CLOSET), EITHER IN-SWINGING
OR OUT-SWINGING, A MINIMUM 60 INCHES (1524 mm) WIDE AND 48 INCHES (1219 mm) DEEP MANEUVERING
SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEE FIGURE 11B-604.8.1.1.3.
DOORS. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION
11B-404 EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE COMPARTMENT DOOR,
CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48
INCHES (1219 mm) MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED
POSITION. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION
FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING
SHALL BE 4 INCHES (102 mm) MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER
CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES (102
mm) MAXIMUM FROM THE FRONT PARTITION. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL
COMPLYING WITH SECTION 11B-404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.
DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.
DOORS MAY SWING INTO THAT PORTION OF MANEUVERING SPACE WHICH DOES NOT OVERLAP THE
CLEARANCE REQUIRED AT A WATER CLOSET.
EXCEPTION: WHEN LOCATED AT THE SIDE OF A TOILET COMPARTMENT, THE TOILET COMPARTMENT
DOOR OPENING SHALL PROVIDE A CLEAR WIDTH OF 34 INCHES (864 mm) MINIMUM.
APPROACH. COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND APPROACH
TO THE WATER CLOSET.
TOE CLEARANCE. AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES (229 mm)
MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES (152 mm) DEEP MINIMUM BEYOND THE COMPARTMENT-
SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS
AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES.
COMPARTMENTS FOR CHILDREN ’S USE SHALL PROVIDE A TOE CLEARANCE OF 12 INCHES (305 mm)
MINIMUM ABOVE THE FINISH FLOOR.
EXCEPTION: TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT
GREATER THAN 66 INCHES (1676 mm) WIDE.
11B-604.8.1.3
11B-604.8.1.4
11B-604.8.1.5
11B-604.8.2
11B-604.8.2.1
11B-604.8.2.2
11B-604.8.2.3
11B-604.8.3
GRAB BARS. GRAB BARS SHALL COMPLY WITH SECTION 11B-609. A SIDE-WALL GRAB BAR
COMPLYING WITH SECTION 11B-604.5.1 SHALL BE PROVIDED AND SHALL BE LOCATED ON THE
WALL CLOSEST TO THE WATER CLOSET. IN ADDITION, A REAR-WALL GRAB BAR COMPLYING WITH
SECTION 11B-604.5.2 SHALL BE PROVIDED. WHERE SEPARATE GRAB BARS ARE REQUIRED ON
ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN L-SHAPED GRAB BAR MEETING THE
DIMENSIONAL REQUIREMENTS OF SECTIONS 11B-604.5.1 AND 11B-604.5.2 SHALL BE PERMITTED.
AMBULATORY ACCESSIBLE COMPARTMENTS. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY
WITH SECTION 11B-604.8.2.
SIZE. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES (1524 mm)
MINIMUM AND A WIDTH OF 35 INCHES (889 mm) MINIMUM AND 37 INCHES (940 mm) MAXIMUM.
DOORS. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION
11B-404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR,
CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 44
INCHES (1118 mm) MINIMUM. THE DOOR SHALL BE SELF CLOSING. A DOOR PULL COMPLYING WITH
SECTION 11B-404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET
COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA.
GRAB BARS. GRAB BARS SHALL COMPLY WITH SECTION 11B-609. A SIDE-WALL GRAB BAR
COMPLYING WITH SECTION 11B-604.5.1 SHALL BE PROVIDED ON BOTH SIDES OF THE
COMPARTMENT.
COAT HOOKS AND SHELVES. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH
RANGES SPECIFIED IN SECTION 11B-308. SHELVES SHALL BE LOCATED 40 INCHES (1016 mm)
MINIMUM AND 48 INCHES (1219 mm) MAXIMUM ABOVE THE FINISH FLOOR.
11B-604 WATER CLOSETS AND TOILET COMPARTMENTS
17" - 19"
432 - 483
5'-
0
"
M
I
N
15
2
4
4'-0" MIN
1219
clearance
door permitted to swing
over hatched portion of
maneuvering space
5'-
6
"
M
I
N
16
7
6
5'-0" MIN
1524
4'-6" MIN
1372
3'-6" MIN
1067
1'-0"
MAX
305
2'-0" MIN
610
(from bowl face)
1'-0"
MIN
305
2'-0"
MIN
610
3'-0" MIN
915
17" - 18"
432 - 457
transfer
side
1'
-
7
"
48
3
(from bowl face)
7" -9"
180 - 230
1422
4'-8" MIN
1499
4'-11" MIN
864
34" min clr
1524
5'-0" MIN
(from bowl face)
at floor mounted water closet
at wall mounted
water closet
side door maneuvering space
at side door
floor mount
clearance
wall mount
door permitted to
swing over hatched
portion of
maneuvering space
15
2
4
5'-
0
"
M
I
N
1524
5'-0" MIN
(from bowl face)
15
2
4
5'
-
0
"
M
I
N
1422
4'-8" MIN
1499
4'-11" MIN
at floor mounted water closet
at wall mounted
water closet
at in-swing
door
side door maneuvering space
at floor mounted water closet
at wall mounted
water closet
at floor mounted water closet
at wall mounted
water closet
at in-swing
door
end door maneuvering spaceend door maneuvering space
1422
4'-8" MIN
1499
4'-11" MIN
floor mount
clearance
wall mount
15
2
4
5'
-
0
"
M
I
N
1524
4'-0" MIN
(from bowl face)
1422
4'-8" MIN
1499
4'-11" MIN
15
2
4
5'
-
0
"
M
I
N
914
3'-0" MIN
door permitted to
swing over hatched
portion of
maneuvering space
864
34" min clr
10
2
4"
M
A
X
alternate door
location
at side door
1524
5'-0" MIN
88
9
-
9
4
0
2'
-
1
1
"
-
3
'
1
"
1118
3'-8" MIN
152
6" MIN
15
2
6"
M
I
N
152
6" MIN
152
6" MIN
partition
1'-6"
MIN
457
4'-8" MIN
1422
102
4" MAX
1524
4'-0" MIN
(from bowl face)
914
3'-0" MIN
(b)
elevation children
FIGURE 11B-604.8.1.4
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE
(a)
elevation adult
(c)
plan
23
0
9"
M
I
N
30
5
1'
-
0
"
M
I
N
FIGURE 11B-604.8.2
AMBULATORY ACCESSIBLE TOILET COMPARTMENT
FIGURE 11B-604.8.1.2
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS
FIGURE 11B-604.8.1.1.2
MANEUVERING SPACE WITH SIDE-OPENING DOOR
(a)
out-swinging door
(b)
in-swinging door
FIGURE 11B-604.8.1.1.2
MANEUVERING SPACE WITH SIDE-OPENING DOOR
(a)
out-swinging door
(b)
in-swinging door
FIGURE 11B-604.7
DISPENSER OUTLET LOCATION
FIGURE 11B-604.5.2
REAR WALL GRAB BAR AT WATER CLOSETS
FIGURE 11B-604.5.1
SIDE WALL GRAB BAR AT WATER CLOSETS
FIGURE 11B-604.3.2 (EXCEPTION)
OVERLAP OF WATER CLOSET CLEARANCE IN RESIDENTIAL WELLING UNITS
FIGURE 11B-604.3.1
SIZE OF CLEARANCE AT WATER CLOSETS
FIGURE 11B-604.2
WATER CLOSET LOCATION
(b)
ambulatory accessible
water closets
(a)
wheelchair accessible
water closets
SIZE. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES (1524 mm) WIDE MINIMUM MEASURED
PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES (1422 mm) DEEP MINIMUM FOR WALL HUNG WATER
CLOSETS AND 59 INCHES (1499 mm) DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED
PERPENDICULAR TO THE REAR WALL. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL ADDITIONALLY
PROVIDE MANEUVERING SPACE COMPLYING WITH SECTION 11B-604.8.1.1.1, 11B-604.8.1.1.2, OR 11B-604.8.1.1.3,
AS APPLICABLE. WHEELCHAIR ACCESSIBLE COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES (1524
mm) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 59 INCHES (1499 mm) DEEP MINIMUM
FOR WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED INCHES (1499 mm) DEEP MINIMUM FOR
WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL.
GENERAL. URINALS SHALL COMPLY WITH SECTION 11B-605.
HEIGHT AND DEPTH. URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17
INCHES (432 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2 INCHES
(343 mm) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF
THE FIXTURE
CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305
POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED.
FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND
OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309 EXCEPT THAT THE FLUSH
CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES (1118 mm) ABOVE THE FINISH
FLOOR.
11B-605.1
11B-605.2
11B-605.3
11B-605.4
11B-605 URINALS
343
1'-1 1/2"
MIN
43
2
1'5
"
MA
X
343
1'-1 1/2"
MIN
(a)
wall hung type
(b)
stall type
FIGURE 11B-605.2
HEIGHT AND DEPTH OF URINALS
11B-606 LAVATORIES AND SINKS
11B-606.1
11B-606.2
GENERAL. LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 11B-606.
CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305, POSITIONED FOR A FOR WARD
APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED.
11B-606.3
11B-606.4
11B-606.5
11B-606.6
11B-606.7
1.
2.
3.
4.
5.
6.
7.
EXCEPTIONS:
A PARALLEL APPROACH COMPLYING WITH SECTION 11B-305 SHALL BE PERMITTED TO A KITCHEN SINK
IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS.
RESERVED.
IN RESIDENTIAL DWELLING UNITS, CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND
KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET:
(a) THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE;
(b) THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND
(c) THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED.
A KNEE CLEARANCE OF 24 INCHES (610 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SHALL BE
PERMITTED AT LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN 6 THROUGH 12 YEARS WHERE
THE RIM OR COUNTER SURFACE IS 31 INCHES (787 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
GROUND.
A PARALLEL APPROACH COMPLYING WITH SECTION 11B-305 SHALL BE PERMITTED TO LAVATORIES
AND SINKS USED PRIMARILY BY CHILDREN 5 YEARS AND YOUNGER.
THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE
CLEARANCES.
NO MORE THAN ONE BOWL OF A MULTIBOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE
CLEARANCE COMPLYING WITH SECTION 11B-306.
HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR
COUNTER SURFACE 34 INCHES (864 mm) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
1.
2.
EXCEPTIONS:
RESERVED.
IN RESIDENTIAL DWELLING UNIT KITCHENS, SINKS THAT ARE ADJUSTABLE TO VARIABLE HEIGHTS,
29 INCHES (737 mm) MINIMUM AND 36 INCHES (914 mm) MAXIMUM, SHALL BE PERMITTED WHERE
ROUGH-IN PLUMBING PERMITS CONNECTIONS OF SUPPLY AND DRAIN PIPES FOR SINKS MOUNTED
AT THE HEIGHT OF 29 INCHES (737 mm).
FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH SECTION 11B-309. HAND-OPERATED METERING
FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM.
EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS
SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL
BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.
ADJACENT SIDE WALL OR PARTITION. LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR
PARTITION, SHALL BE A MINIMUM OF 18 INCHES (457 mm) TO THE CENTERLINE OF THE FIXTURE.
SINK DEPTH. WHERE A FORWARD APPROACH IS REQUIRED AT A SINK, KNEE AND TOE CLEARANCE SHALL
BE PROVIDED IN COMPLIANCE WITH SECTION 11B-306.
11B-609.1
11B-609 GRAB BARS
11B-609.2
11B-609.2.1
11B-609.2.2
GENERAL. GRAB BARS IN TOILET FACILITIES AND BATHING FACILITIES SHALL COMPLY WITH
SECTION 11B-609.
CROSS SECTION. GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH SECTION
11B-609.2.1 OR 11B-609.2.2.
CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN
OUTSIDE DIAMETER OF 1 1/4 INCHES (32 mm) MINIMUM AND 2 INCHES (51 mm) MAXIMUM.
NON-CIRCULAR CROSS SECTION. GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL
HAVE A CROSS-SECTION DIMENSION OF 2 INCHES (51 mm) MAXIMUM AND A PERIMETER
DIMENSION OF 4 INCHES (102 mm) MINIMUM AND 4.8 INCHES (122 mm) MAXIMUM.
11B-609.3
1.
2.
EXCEPTIONS:
THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS,
AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1 1/2 INCHES (38 mm)
MINIMUM.
FOR L-SHAPED OR U-SHAPED GRAB BARS COMPLYING WITH SECTION 11B-609.9 THE
SPACE BETWEEN THE WALLS AND THE GRAB BAR SHALL BE 1 1/2 INCHES (38 mm)
MINIMUM FOR A DISTANCE OF 6 INCHES ON EITHER SIDE OF THE INSIDE CORNER
BETWEEN TWO ADJACENT WALL SURFACES.
SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2 INCHES (38 mm).
THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS
SHALL BE 1 1/2 INCHES (38 mm) MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND
PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES (305 mm) MINIMUM.
POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33
INCHES (838 mm) MINIMUM AND 36 INCHES (914 mm) MAXIMUM ABOVE THE FINISH FLOOR
MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR
CHILDREN'S USE COMPLYING WITH SECTION 11B-604.9, GRAB BARS SHALL BE INSTALLED IN A
HORIZONTAL POSITION 18 INCHES (457 mm) MINIMUM AND 27 INCHES (686 mm MAXIMUM ABOVE
THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE HEIGHT OF THE
LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 11B-607.4.1.1
OR 11B-607.4.2.1.
11B-609.4
11B-609.5
11B-609.6
11B-609.7
11B-609.8
11B-609.9
SURFACE HAZARDS. 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.
FITTINGS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
INSTALLATION. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING
SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR
FLOOR SPACE.
STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS
USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED AT ANY
POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE.
ALTERNATE CONFIGURATION. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED.
30
5
1'-
0
"
M
I
N
38
1
1
/
2
"
MI
N
(a)
projecting objects
(b)
recessed objects
FIGURE 11B-609.3
SPACING OF GRAB BARS
38
1 1/2"38
1 1/2"
4" - 4.8" perimeter
102 - 122
FIGURE 11B-609.2.2
GRAB BAR NON-CIRCULAR CROSS SECTION
51
2"
MAX
51
2"
MAX
(a)(b)
EXIT & RESTROOM SIGNAGE
6"
48
"
M
I
N
.
T
O
L
O
W
E
S
T
LI
N
E
O
F
B
R
A
I
L
L
E
60
"
M
A
X
.
EXIT ROUTE
EXIT
EXIT
12
"
3"
EQ.EQ.
AL
I
G
N
W
I
T
H
T
O
P
O
F
A
D
J
.
F
R
A
M
E
12
"
O
R
GR
E
A
T
E
R
18"MIN.
CLEAR
℄
EQ.EQ.
45
°
18
"
M
I
N
.
CL
E
A
R
18"MIN.
CLEAR
MEN
WOMEN
ALL GENDER
6"
3 WOMEN'S ACCESSIBLE TOILET SIGNAGE
2 MEN'S ACCESSIBLE TOILET SIGNAGE
1 UNISEX / ALL GENDER
ACCESSIBLE TOILET SIGNAGE
12
"
6"
12
"
6"
12
"
℄
EQ.
60
"
M
A
X
.
B
A
S
E
L
I
N
E
O
F
H
I
G
H
E
S
T
LE
V
E
L
O
F
R
A
I
S
E
D
C
H
A
R
A
C
T
E
R
S
℄
48
"
M
I
N
.
T
O
L
O
W
E
S
T
LI
N
E
O
F
B
R
A
I
L
L
E
EQ EQ
60
"
M
A
X
.
58
"
-
6
0
"
℄
EQ.
℄
ALL GENDERRESTROOMALL GENDERRESTROOM
18"MIN.
CLEAR
B SIGNAGE LOCATION AT
TOILET ROOM DOOR A EXIT, EXIT ROUTE, EXIT
STAIRS & ROOM SIGNAGE
C TYPICAL LOCATION OF
TACTILE SIGNS AT DOORS
1
DIVISION 6 - PLUMBING ELEMENTS &
FACILITIES
2DIV. 602 - DRINKING FOUNTAINS
3DIV. 603 - TOILET AND BATHING ROOMS
4DIV. 604 - WATER CLOSETS AND TOILET COMPARTMENTS5DIV. 605 - URINALS6DIV. 606 - LAVATORIES AND SINKS
7DIV. 609 - GRAB BARS
A0.5f
CBC 11B DIV 6
PLUMBING
ELEMENTS &
FACILITIES
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
EXIT & RESTROOM SIGNAGE 7
11B-701.1 SCOPE. THE PROVISIONS OF DIVISION 7 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR
WHERE REFERENCED BY A REQUIREMENT IN THIS CHAPTER
11B-701 GENERAL
DIVISION 7: COMMUNICATION ELEMENTS AND FEATURES
11 B-702.1 GENERAL. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE
ALARMS COMPLYING WITH NFPA 72 AND CHAPTER 9, SECTIONS 907.5.2.1 AND 907.5.2.3.
11B-702 FIRE ALARM SYSTEMS
EXCEPTION: RESERVED.
11B-703.7.2.3 VOLUME CONTROL TELEPHONES. TELEPHONES WITH A VOLUME CONTROL SHALL BE
IDENTIFIED BY A PICTOGRAM OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES ON A
SQUARE FIELD SUCH AS SHOWN IN FIGURE 11 B703.7.2.3.
11B-703.7.2.4 ASSISTIVE LISTENING SYSTEMS. ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH FIGURE
11B-703.7.2.4.
11B-703.7.2.5 CLEANER AIR SYMBOL. ROOMS, FACILITIES AND PATHS OF TRAVEL THAT ARE ACCESSIBLE TO
AND USABLE BY PEOPLE WHO ARE ADVERSELY IMPACTED BY AIRBORNE CHEMICALS OR
PARTICULATE( S) AND/OR THE USE OF ELECTRICAL FIXTURES AND/OR DEVICES SHALL BE
IDENTIFIED BY THE CLEANER AIR SYMBOL COMPLYING WITH FIGURE 11B-703.7.2.5. THIS
SYMBOL IS TO BE USED STRICTLY FOR PUBLICLY FUNDED FACILITIES OR ANY FACILITIES
LEASED OR RENTED BY STATE OF CALIFORNIA,NOT CONCESSIONAIRES. THE SYMBOL, WHICH
SHALL INCLUDE THE TEXT "CLEANER AIR" AS SHOWN, SHALL BE DISPLAYED EITHER AS A
NEGATIVE OR POSITIVE IMAGE WITHIN A SQUARE THAT IS A MINIMUM OF 6 INCHES ( 152 MM) ON
EACH SIDE. THE SYMBOL MAY BE SHOWN IN BLACK AND WHITE OR IN COLOR. WHEN COLOR IS
USED, IT SHALL BE FEDERAL BLUE (COLOR NO. 15090 FEDERAL STANDARD 595B) ON WHITE, OR
WHITE ON FEDERAL BLUE. THERE SHALL BE AT LEAST A 70-PERCENT COLOR CONTRAST
BETWEEN THE BACKGROUND OF THE SIGN FROM THE SURFACE THAT IT IS MOUNTED ON.
11B-703.7.2.6 TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. DOORWAYS LEADING TO TOILET
ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING
WITH SECTION 11 B-703. 7.2.6. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES (1473 MM)
MINIMUM AND 60 INCHES ( 1524 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED
THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH (25 MM) OF THE VERTICAL CENTERLINE OF
THE DOOR.
EXCEPTION:GEOMETRIC SYMBOLS SHALL NOT BE REQUIRED AT INMATE TOILET ROOMS AND BATHING
ROOMS IN DETENTION AND CORRECTIONAL FACILITIES WHERE ONLY ONE GENDER IS HOUSED.
11B-703.7.2.6.1 MEN'S TOILET AND BATHING FACILITIES. MEN'S TOILET AND BATHING FACILITIES SHALL
BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 1/4 INCH (6.4 MM) THICK WITH EDGES 12 INCHES
(305 MM) LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST
WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.EXCEPTION:WITHIN SECURE PERIMETER OF DETENTION AND CORRECTIONAL FACILITIES, GEOMETRIC
SYMBOLS SHALL NOT BE REQUIRED TO BE 114 INCH (6.4 MM) THICK.
11B-703.7.2.6.2 WOMEN'S TOILET AND BATHING FACILITIES. WOMEN'S TOILET AND BATHING FACILITIES
SHALL BE IDENTIFIED BY A CIRCLE, 114 INCH (6.4 MM) THICK AND 12 INCHES ( 305 MM) IN
DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK
BACKGROUND OR DARK ON A LIGHT BACKGROUND. EXCEPTION: WITHIN SECURE PERIMETER
OF DETENTION AND CORRECTIONAL FACILITIES, GEOMETRIC SYMBOLS SHALL NOT BE
REQUIRED TO BE 114 INCH (6.4 MM) THICK.
11B-703.7.2.6.3 UNISEX TOILET AND BATHING FACILITIES. UNISEX TOILET AND BATHING FACILITIES
SHALL BE IDENTIFIED BY A CIRCLE, 114 INCH (6.4 MM) THICK AND 12 INCHES ( 305 MM) IN
DIAMETER WITH A LF4 INCH (6.4 MM) THICK TRIANGLE WITH A VERTEX POINTING UPWARD
SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH (305 MM) DIAMETER. THE TRIANGLE
SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND
OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR,
EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.
EXCEPTION:WITHIN SECURE PERIMETER OF DETENTION AND CORRECTIONAL FACILITIES, GEOMETRIC
SYMBOLS SHALL NOT BE REQUIRED TO BE 1/4 INCH (6.4 MM) THICK.
11B-703.7.2.6.4 EDGES AND CORNERS. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED.
CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 118 INCH ( 3.2 MM).
11B-703.7.2.7 PEDESTRIAN TRAFFIC-CONTROL BUTTONS. POLE-SUPPORTED PEDESTRIAN TRAFFIC-CONTROL
BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED
HORIZONTAL YELLOW BAND 2 INCHES (51 MM) IN WIDTH ENCIRCLING THE POLE, AND A
L-INCH-WIDE (25 MM) DARK BORDER BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR
CODING SHALL BE PLACED IMMEDIATELY ABOVE THE CONTROL BUTTON. CONTROL BUTTONS
SHALL BE LOCATED NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE GROUND SURFACE
ADJACENT TO THE POLE.
11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY. THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH
THE FIGURE 11B-703.7.2.2.
EXCEPTION:THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER COLORS TO COMPLEMENT
DECOR OR UNIQUE DESIGN. THE SYMBOL CONTRAST SHALL BE LIGHT ON DARK OR DARK ON
LIGHT.
11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL COMPLY WITH FIGURE 11B-703.7.2.1. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE
ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 5958.
11B-703.7.2 SYMBOLS
11B-703.7.1 FINISH AND CONTRAST. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A
NON-GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND
WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT
BACKGROUND
11B-703.7 SYMBOLS OF ACCESSIBILITY. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH SECTION 11
B-703.7
11B-703.6.3 TEXT DESCRIPTORS. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY
BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH SECTIONS 11B-703.2,
11B-703.3 AND 11B-703.4.
11B-703.6.2 FINISH AND CONTRAST. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH.
PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A
DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD.
11B-703.6.1
11B-703.6
11B-703.5.10
11B-703.5.9
11B-703.5.8
11B-703.5.7
11B-703.5.6
EXCEPTION:S:
3.
2.
1.
HEIGHT FROM FINISH FLOOR OR GROUND. VISUAL CHARACTERS SHALL BE 40 INCHES (1016
MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND
VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO
COMPLY WITH SECTION 11B703.5.6.
FLOOR-LEVEL EXIT SIGNS COMPLYING WITH CHAPTER 10, SECTION 1011.7 SHALL NOT BE
REQUIRED TO COMPLY WITH SECTION 11B-703.5.6.WHERE PROVIDED, FLOOR PLANS PROVIDING EMERGENCY PROCEDURES INFORMATION IN
ACCORDANCE WITH TITLE 19 SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-703.5.6.
STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10
PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER.
CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO
CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN
INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF
CHARACTER HEIGHT.
LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS
WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE
CHARACTER HEIGHT.
FORMAT. TEXT SHALL BE IN A HORIZONTAL FORMAT.
PICTOGRAMS. PICTOGRAMS SHALL COMPLY WITH SECTION 11B-703.6.
PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES (152 MM) MINIMUM.
CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.
TABLE 11B-.5.5 VISUAL CHARACTER HEIGHT
HEIGHT TO FINISH FLOOR OR GROUND
FROM BASELINE OF CHARACTER
40 INCHES (1016 MM)
TO LESS THAN OR EQUAL TO
70 INCHES (1778 MM)
HORIZONTAL VIEWING
DISTANCE
72 INCHES (1829 MM)
AND GREATER
LESS THAN 72 INCHES
(1829 MM)
2 INCHES (51 MM)
5/8 INCH (15.9 MM), PLUS 1/8 INCH (3.2 MM)
PER FOOT (305 MM) OF VIEWING DISTANCE
ABOVE 72 INCHES (1829 MM)
MINIMUM CHARACTER HEIGHT
5/8 INCH (15.9 MM)
2 INCHES (51 MM), PLUS 1/8 INCH (3.2 MM)
PER FOOT (305 MM) OF VIEWING DISTANCE
ABOVE 180 INCHES (4572 MM)
3 INCHES (76 MM)
3 INCHES (76 MM), PLUS 1/8 INCH (3.2 MM)
PER FOOT (305 MM) OF VIEWING DISTANCE
ABOVE 21 FEET (6401 MM)
21 FEET (6401 MM)
AND GREATER
LESS THAN 21 FEET
(6401 MM)
180 INCHES (4572 MM)
AND GREATER
LESS THAN 180 INCHES
(4572 MM)
GREATER THAN 70 INCHES (1778 MM)
TO LESS THAN OR EQUAL TO
120 INCHES (3048 MM)
GREATER THAN 120 INCHES (3048 MM)
WHERE PROVIDED, FLOOR PLANS PROVIDING EMERGENCY PROCEDURES INFORMATION IN
ACCORDANCE WITH TITLE 19 SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1 1B-703.5.5.
EXCEPTION:
11B-703.5.5 CHARACTER HEIGHT. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11 B-703.5.5.
VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE
CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN.
CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I".
11B-703.5.3
CHARACTER PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE
WIDTH OF THE UPPERCASE LETTER "0" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM
OF THE HEIGHT OF THE UPPERCASE LETTER "I".
STYLE. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC,
OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.
FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE
FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT
CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
VISUAL CHARACTERS. VISUAL CHARACTERS SHALL COMPLY WITH SECTION 11B-703.5.
11B-703.5.4
11B-703.5.2
11B-703.5.1
11B-703.5
EXCEPTION:WHERE VISUAL CHARACTERS COMPLY WITH SECTION 11B-703.2 AND ARE ACCOMPANIED BY
BRAILLE COMPLYING WITH SECTION 11B-703.3, THEY SHALL NOT BE REQUIRED TO COMPLY
WITH SECTIONS 11B-703.5.2 THROUGH 11B-703.5.6, 11B-703.5.8 AND 11B-703.5.9.
CASE. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH.
EXCEPTION:RESERVED.
BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18 INCHES
(457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC
OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 OPEN POSITION. WHERE
PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL
BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE.
SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS
ONE EXITS THE ROOM OR SPACE.
LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED
ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE
DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE
A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE
LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE
LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE
LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL
EXCEPTION:
11 B-703.4.1
11B-703.4 INSTALLATION HEIGHT AND LOCATION. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY
WITH SECTION 11B-703.4.
HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE
LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE,
MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1524 MM)
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE
OF THE HIGHEST LINE OF RAISED CHARACTERS.
TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY
WITH SECTION 11 B703.4.1.
EXCEPTION:
11B-703.3.2 POSITION. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A
HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE
PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM
AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5
MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.
BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3/ 16 INCH (4.8 MM)
MINIMUM AND SHALL BE LOCATED EITHER DIRECTLY BELOW THE CORRESPONDING RAISED
CHARACTERS OR SYMBOLS.
MEASUREMENT RANGE
DOT BASE DIAMETER
DISTANCE BETWEEN TWO DOTS IN THE SAME CELLS ¹
DISTANCE BETWEEN CORRESPONDING DOTS IN
ADJACENT CELLS ¹
DOT HEIGHT
DISTANCE BETWEEN TWO CORRESPONDING DOTS
FROM ONE CELL DIRECTLY BELOW ¹
MINIMUM IN INCHES MAXIMUM IN INCHES
0.059" (1.5 MM) TO 0.063" (1.6 MM)
0.100" (2.5 MM)
0.300" (7.6 MM)
0.025" (0.6 MM) TO 0.037" (0.9 MM)
0.395" (10.0 MM) TO 0.400" (10.2 MM)
1. Measured center to center.
11B-703.3.1 DIMENSIONS AND CAPITALIZATION. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE
AND SHALL COMPLY WITH TABLE 11 B-703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR
LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS
AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS
11B-703.3 BRAILLE. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS 11
B-703.3 AND 11 B-703.4.
11B-703.2.9 FORMAT. TEXT SHALL BE IN A HORIZONTAL FORMAT.
11B-703.2.8 LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED
CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT
MAXIMUM OF THE RAISED CHARACTER HEIGHT
11 B-703.2.7 CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO
CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD
SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN
INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE
RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS
SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH (1.6 MM)
MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF
THE CROSS SECTIONS, AND 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER
STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE
SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS \ INCH (9.5 MM) MINIMUM
11B-703.2.6 STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15
PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER.
EXCEPTION: RESERVED.
11B-703.2.5 CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF
THE CHARACTER SHALL BE 5/8 INCH (15.9 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED
ON THE HEIGHT OF THE UPPERCASE LETTER "I".
11 B-703.2.3 STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE,
SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 11 B-703.2.4 CHARACTER
PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE
UPPERCASE LETTER "0" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT
OF THE UPPERCASE LETTER "I".
11 B-703.2.2 CASE. CHARACTERS SHALL BE UPPERCASE.
11B-703.2.1 DEPTH. RAISED CHARACTERS SHALL BE 1/ 32 INCH (0.8 MM) MINIMUM ABOVE THEIR
BACKGROUND
11B-703.2 RAISED CHARACTERS. RAISED CHARACTERS SHALL COMPLY WITH SECTION 11 B-703.2 AND
SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 11 B-703.3. RAISED CHARACTERS
SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 11 B-703.4.
11B-703.1.1.2 INSPECTION. SIGNS AND IDENTIFICATION DEVICES SHALL BE FIELD INSPECTED AFTER
INSTALLATION AND APPROVED BY THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A
FINAL CERTIFICATE OF OCCUPANCY PER CHAPTER 1, DIVISION II, SECTION 111, OR FINAL
APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE INSPECTION SHALL
INCLUDE, BUT NOT BE LIMITED TO, VERIFICATION THAT BRAILLE DOTS AND CELLS ARE
PROPERLY SPACED AND THE SIZE, PROPORTION AND TYPE OF RAISED CHARACTERS ARE IN
COMPLIANCE WITH THESE REGULATIONS.
11B-703.1.1.1 PLAN REVIEW. PLANS, SPECIFICATIONS OR OTHER INFORMATION INDICATING COMPLIANCE
WITH THESE REGULATIONS SHALL BE SUBMITTED TO THE ENFORCING AGENCY FOR REVIEW
AND APPROVAL
11B-703.1.1 PLAN REVIEW AND INSPECTION. SIGNS AS SPECIFIED IN SECTION 11 B-703, OR IN OTHER
SECTIONS OF THIS CODE, WHEN INCLUDED IN THE CONSTRUCTION OF NEW BUILDINGS OR
FACILITIES, OR WHEN INCLUDED, ALTERED OR REPLACED DUE TO ADDITIONS, ALTERATIONS OR
RENOVATIONS TO EXISTING BUILDINGS OR FACILITIES, AND WHEN A PERMIT IS REQUIRED,
SHALL COMPLY WITH SECTIONS 11B-703.1.1.1 AND 11B-703.1.1.2.
GENERAL. SIGNS SHALL COMPLY WITH SECTION 11 B703. WHERE BOTH VISUAL AND TACTILE
CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE
CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE
CHARACTERS, SHALL BE PROVIDED.
11B-703.1
6"
M
I
N
15
2
45
.
0
0
°
1' - 6" MIN
457
1'
-
6
"
M
I
N
45
7
5/
8
"
M
I
N
-
2
"
M
A
X
15
.
9
-
5
1
no raised dot
raised dot
blank cell space between words
single braille cell
distance between dots in the
same cell
base diameter
distance between corresponding
dots in adjacent cells
distance between dots in the
same cell
distance between corresponding
dots from one cell directly below not in
pictogram
field
1B-703.4.2
AREA OF
REFUGE
4'
-
0
"
M
I
N
12
1
9
centered on
tactile characters
5'
-
0
"
M
I
N
15
2
4
TABLE 11B-703.3.1 BRAILLE DIMENSIONS
11B-703 SIGNS
FIGURE 703.7.2.3
VOLUME CONTROL TELEPHONE
FIGURE 703.7.2.5
CLEANER AIR SYMBOL
Cleaner Air
FIGURE 703.7.2.4
INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
FIGURE 703.7.2.2
INTERNATIONAL TTY SYMBOL
FIGURE 703.7.2.1
INTERNATIONAL SYMBOL OF ACCESSIBILITY
FIGURE 703.6.1
PICTOGRAM FIELD
MEN
AREA OF
REFUGE
FIGURE 703.4.2
LOCATION OF TACTILE SIGNS AT DOORS
FIGURE 703.4.1
HEIGHT OF TACTILE CHARACTERS ABOVE FLOOR OR GROUND
AREA OF
REFUGE
3/
8
"
MI
N
9.
5
3/
8
"
-
1
/
2
"
9.
5
-
1
2
.
7
FIGURE 703.3.2
POSITION OF BRAILLE
.
.
.
.
.
FIGURE 703.3.1
BRAILLE MEASUREMENT
FIGURE 703.2.5
HEIGHT OF RAISED CHARACTERS
LIBRARY
11 B-705.1
11 B-705.1.1
11 B-705.1.1.1
11 B-705.1.1.2
EXCEPTION:
GENERAL. DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND
SHALL COMPLY WITH SECTION11 B-705.
DOME SIZE. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE
DIAMETER OF 0.9 INCH (22.9 MM) MINIMUM AND 0.92 INCH (23.4 MM) MAXIMUM, A TOP DIAMETER OF
0.45 INCH (11.4 MM) MINIMUM AND 0.47 INCH (11.9 MM) MAXIMUM, AND A HEIGHT OF 0.2 INCH
(5.1 MM).
DOME SPACING. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A
CENTER-TO-CENTER SPACING OF 2.3 INCHES (58 MM) MINIMUM AND 2.4 INCHES (61 MM) MAXIMUM,
AND A BASE-TO-BASE SPACING OF 0.65 INCH (16.5 MM) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL HAVE A
CENTER-TO-CENTER SPACING OF 1.6 INCHES (41 MM) MINIMUM TO 2.4 INCHES (61 MM) MAXIMUM.
11 B-705.1.1.3 CONTRAST. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT
WALKING SURFACES EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL USED TO
PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. CONTRAST SHALL BE
DETERMINED BY:
CONTRAST= [(BL-B2)/B1] X 100 PERCENT WHERE
B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND
B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA.
EXCEPTION:WHERE THE DETECTABLE WARNING SURFACE DOES NOT ADEQUATELY CONTRAST WITH
ADJACENT SURFACES, A 1 INCH (25 MM) WIDE BLACK STRIP SHALL SEPARATE YELLOW
DETECTABLE WARNING FROM ADJACENT SURFACES
11 B-705.1.1.4 RESILIENCY. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN
RESILIENCY OR SOUND-ON-CANE CONTACT.
EXCEPTION:DETECTABLE WARNING SURFACES AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS SHALL
NOT BE REQUIRED TO COMPLY WITH SECTION 11 B-705.1.1.4.
11B-705.1.1.3.1 COLOR. DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF
FEDERAL STANDARD 595C.
11B-705.1.2 LOCATIONS. DETECTABLE WARNINGS AT THE FOLLOWING LOCATIONS SHALL COMPLY WITH
SECTION 11 B-705.1
11B-705.1.2.1 PLATFORM EDGES. DETECTABLE WARNING SURFACES AT PLATFORM BOARDING EDGES SHALL BE
24 INCHES (610 MM) WIDE AND SHALL EXTEND THE FULL LENGTH OF THE PUBLIC USE AREAS OF
THE PLATFORM.
11B-705.1.2.2 CURB RAMPS. DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN
THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE
RAMP RUN EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE
EDGE NEAREST THE CURB IS 6 INCHES ( 152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM
FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND
THE GUTTER, STREET OR HIGHWAY.
EXCEPTION:ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED ON THE TURNING SPACE
AT THE FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK.
11B-705.1.2.3 ISLANDS OR CUT-THROUGH MEDIANS. DETECTABLE WARNINGS AT PEDESTRIAN ISLANDS OR CUT
THROUGH MEDIANS SHALL BE 36 INCHES (914 MM) MINIMUM IN DEPTH EXTENDING THE FULL
WIDTH OF THE PEDESTRIAN PATH OR CUT-THROUGH, PLACED AT THE EDGES OF THE
PEDESTRIAN ISLAND OR CUT-THROUGH MEDIAN, AND SHALL BE SEPARATED BY 24 INCHES (610
MM) MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS.
EXCEPTION:DETECTABLE WARNINGS SHALL BE 24 INCHES (610 MM) MINIMUM IN DEPTH AT PEDESTRIAN
ISLANDS OR CUT-THROUGH MEDIANS THAT ARE LESS THAN 96 INCHES (2438 MM) IN LENGTH IN
THE DIRECTION OF PEDESTRIAN TRAVEL.
11B-705.1.2.4 BUS STOPS. WHEN DETECTABLE WARNINGS ARE PROVIDED AT BUS STOP PADS, IT SHALL BE 36
INCHES (914 MM) IN WIDTH.
11B-705.1.2.5
11B-705.1.2.6
11B-705.1.2.7
HAZARDOUS VEHICULAR AREAS. DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS
SHALL BE 36 INCHES (914 MM) IN WIDTH
REFLECTING POOLS. WHEN DETECTABLE WARNINGS ARE PROVIDED AT REFLECTING POOLS, IT
SHALL BE 24 INCHES (610 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM IN WIDTH.
TRACK CROSSINGS. DETECTABLE WARNINGS AT TRACK CROSSINGS SHALL BE 36 INCHES (914
MM) IN THE DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND THE FULL WIDTH OF THE
CIRCULATION PATH.
11B-705.2 DETECTABLE DIRECTIONAL TEXTURE. DETECTABLE DIRECTIONAL TEXTURE AT TRANSIT
BOARDING PLATFORMS SHALL COMPLY WITH FIGURE 11 B-705.2 AND SHALL BE 0.1 INCH (2.5 MM)
IN HEIGHT THAT TAPERS OFF TO 0.04 INCH (1.0 MM), WITH BARS RAISED 0.2 INCH (5.1 MM) FROM
THE SURFACE. THE RAISED BARS SHALL BE 1.3 INCHES (33 MM) WIDE AND 3 INCHES (76 MM) FROM
CENTER-TOCENTER OF EACH BAR. THIS SURFACE SHALL DIFFER FROM ADJOINING WALKING
SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT. THE COLOR SHALL BE YELLOW
CONFORMING TO FEDERAL COLOR NO. 33538. THIS SURFACE WILL BE PLACED DIRECTLY BEHIND
THE YELLOW DETECTABLE WARNING TEXTURE SPECIFIED IN SECTION 11 B705.1.2.1, ALIGNING
WITH ALL DOORS OF THE TRANSIT VEHICLES WHERE PASSENGERS WILL EMBARK. THE WIDTH OF
THE DIRECTIONAL TEXTURE SHALL BE EQUAL TO THE WIDTH OF THE TRANSIT VEHICLE'S DOOR
OPENING. THE DEPTH OF THE TEXTURE SHALL NOT BE LESS THAN 36 INCHES (914 MM).
11B-705.3 PRODUCT APPROVAL. ONLY APPROVED DSA-AC DETECTABLE WARNING PRODUCTS AND
DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF
REGULATIONS (CCR), TITLE 24, PART 1, CHAPTER 5, ARTICLES 2, 3 AND 4. REFER TO CCR TITLE 24,
PART 12, CHAPTER 11B, SECTION 1211 B.205 FOR BUILDING AND FACILITY ACCESS
SPECIFICATIONS FOR PRODUCT APPROVAL FOR DETECTABLE WARNING PRODUCTS AND
DIRECTIONAL SURFACES.
top diameter of
0.45" - 0.47"
11.4 - 11.9
base diameter of
0.9" - 0.92"
22.9 - 23.4
B
5.
1
0.
2"
58-61
2.3" - 2.4"
58
-
6
1
2.
3
"
-
2
.
4
"
16
.
5
.6
5
"
MI
N
11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
DETECTABLE WARNINGS
FIGURE 705.1
DETECTABLE DIRECTIONAL TEXTURE
(b)
plan
38
1 1/2"
MIN
229
3"*
MIN
23
.9"
33
1.3"
38
1-
1
/
2
"
MI
N
22
9
9"
*
MI
N
38
1-
1
/
2
"
MI
N
* industry standard for
overall bar length is
11-1/4" - 11-1/2"
(286 mm-292 mm)
(a)
elevation
(enlarged)
5.
1
0.
2
"
tapered edges
where exposed
FIGURE 705.1
SIZE AND SPACING OF TRUNCATED DOMES
(b)
plan
(a)
elevation
(enlarged)
11 B-706.1
11 B-706.2
11 B-706.3
11 B-706.4
11 B-706.5
11 B-706.6
GENERAL. ASSISTIVE LISTENING SYSTEMS REQUIRED IN ASSEMBLY AREAS, CONFERENCE AND
MEETING ROOMS SHALL COMPLY WITH SECTION 11 B-706.
RECEIVER JACKS. RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL
INCLUDE A 1/8 INCH (3.2 MM) STANDARD MONO JACK.
RECEIVER HEARING-AID COMPATIBILITY. RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE
SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECK LOOPS.
SOUND PRESSURE LEVEL. ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OF PROVIDING A
SOUND PRESSURE LEVEL OF 110 DB MINIMUM AND 118 DB MAXIMUM WITH A DYNAMIC RANGE ON
THE VOLUME CONTROL OF 50 DB.
SIGNAL-TO-NOISE RATIO. THE SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN
ASSISTIVE LISTENING SYSTEMS SHALL BE 18 DB MINIMUM.
PEAK CLIPPING LEVEL. PEAK CLIPPING SHALL NOT EXCEED 18 DB OF CLIPPING RELATIVE TO THE
PEAKS OF SPEECH.
11B-706 ASSISTIVE LISTENING SYSTEMS
11B-708.1
11B-708.2
11B-708.3
11B-708.4
11B-708.4.1
11B-708.4.2
GENERAL. TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH SECTION 11 B-708.
AUDIBLE AND VISUAL INDICATORS. THE SYSTEM SHALL PROVIDE BOTH AUDIBLE AND VISUAL
SIGNALS.
HANDSETS. HANDSET CORDS, IF PROVIDED, SHALL BE 29 INCHES (737 MM) LONG MINIMUM.
RESIDENTIAL DWELLING UNIT COMMUNICATION SYSTEMS. COMMUNICATIONS SYSTEMS BETWEEN
A RESIDENTIAL DWELLING UNIT AND A SITE, BUILDING, OR FLOOR ENTRANCE SHALL COMPLY
WITH SECTION 11 B-708.4.
COMMON USE OR PUBLIC USE SYSTEM INTERFACE. THE COMMON USE OR PUBLIC USE SYSTEM
INTERFACE SHALL INCLUDE THE CAPABILITY OF SUPPORTING VOICE AND TTY COMMUNICATION
WITH THE RESIDENTIAL DWELLING UNIT INTERFACE.
RESIDENTIAL DWELLING UNIT INTERFACE. THE RESIDENTIAL DWELLING UNIT SYSTEM INTERFACE
SHALL INCLUDE A TELEPHONE JACK CAPABLE OF SUPPORTING VOICE AND TTY COMMUNICATION
WITH THE COMMON USE OR PUBLIC USE SYSTEM INTERFACE.
11B-708 TWO-WAY COMMUNICATION SYSTEMS
11B-804.1 GENERAL. KITCHENS AND KITCHENETTES SHALL COMPLY WITH SECTION 11 B-804
11B-804.2 CLEARANCE. WHERE A PASS THROUGH KITCHEN IS PROVIDED, CLEARANCES SHALL COMPLY WITH
SECTION 11B-804.2.1. WHERE A U-SHAPED KITCHEN IS PROVIDED, CLEARANCES SHALL COMPLY
WITH SECTION 11 B-804.2.2.
EXCEPTION:SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT BE REQUIRED
TO COMPLY WITH SECTION 11B-804.2.
11B-804.2.1 PASS THROUGH KITCHEN. IN PASS THROUGH KITCHENS WHERE COUNTERS, APPLIANCES OR
CABINETS ARE ON TWO OPPOSING SIDES, OR WHERE COUNTERS, APPLIANCES OR CABINETS ARE
OPPOSITE A PARALLEL WALL, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER
TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES (1016 MM)
MINIMUM. PASS THROUGH KITCHENS SHALL HAVE TWO ENTRIES.
11B-804.2.2 U-SHAPED. IN U-SHAPED KITCHENS ENCLOSED ON THREE CONTIGUOUS SIDES, CLEARANCE
BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN
KITCHEN WORK AREAS SHALL BE 60 INCHES (1524 MM) MINIMUM.
11B-804.3 KITCHEN WORK SURFACE. IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH
SECTION 11 B-809, AT LEAST ONE 30 INCHES (762 MM) WIDE MINIMUM SECTION OF COUNTER
SHALL PROVIDE A KITCHEN WORK SURFACE THAT COMPLIES WITH SECTION 11 B-804.3.
11B-804.3.1
EXCEPTION:
CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11 B-305
POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND
SPACE SHALL BE CENTERED ON THE KITCHEN WORK SURFACE AND SHALL PROVIDE KNEE AND
TOE CLEARANCE COMPLYING WITH SECTION 11 B-306.
CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED THAT ALL OF
THE FOLLOWING CONDITIONS ARE MET:
(A) THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE
KITCHEN WORK SURFACE;
(B) THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND
(C) THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED.
11B-804.3.2 HEIGHT. THE KITCHEN WORK SURFACE SHALL BE 34 INCHES ( 864 MM) MAXIMUM ABOVE THE
FINISH FLOOR OR GROUND.
EXCEPTION:A COUNTER THAT IS ADJUSTABLE TO PROVIDE A KITCHEN WORK SURFACE AT VARIABLE HEIGHTS,
29 INCHES (737 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM, SHALL BE PERMITTED.
11B-804.3.3 EXPOSED SURFACES. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK
SURFACE COUNTERS.
11B-804.4 SINKS. SINKS SHALL COMPLY WITH SECTION 11B-606.
STORAGE. AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH
SECTION 11B-811.
11B-804.5
11B-804.6 APPLIANCES. WHERE PROVIDED, KITCHEN APPLIANCES SHALL COMPLY WITH SECTION 1 B-804.6.
11B-804.6.1 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH
SECTION 1 B-305 SHALL BE PROVIDED AT EACH KITCHEN APPLIANCE. CLEAR FLOOR OR GROUND
SPACES SHALL BE PERMITTED TO OVERLAP.
11B-804.6.2 OPERABLE PARTS. ALL APPLIANCE CONTROLS SHALL COMPLY WITH SECTION 11B-309.
EXCEPTIONS:APPLIANCE DOORS AND DOOR LATCHING DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH
SECTION 11B-309.4.
1.
2.BOTTOM-HINGED APPLIANCE DOORS, WHEN IN THE OPEN POSITION, SHALL NOT BE REQUIRED TO
COMPLY WITH SECTION 11B-309.3.
11B-804.6.3 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.
11B-804.6.4 RANGE OR COOKTOP. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR
GROUND SPACE SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11 B-306.
WHERE KNEE AND TOE SPACE IS PROVIDED, THE UNDERSIDE OF THE RANGE OR COOKTOP SHALL
BE INSULATED OR OTHERWISE CONFIGURED TO PREVENT BURNS, ABRASIONS, OR ELECTRICAL
SHOCK. THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS.
11B-804.6.5 OVEN. OVENS SHALL COMPLY WITH SECTION 11B804.6.5.
11B-804.6.5.1 SIDE-HINGED DOOR OVENS. SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE
REQUIRED BY SECTION 11B-804.3 POSITIONED ADJACENT TO THE LATCH SIDE OF THE OVEN DOOR.
11B-804.6.5.2 BOTTOM-HINGED DOOR OVENS. BOTTOM HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE
REQUIRED BY SECTION 11 B-804.3 POSITIONED ADJACENT TO ONE SIDE OF THE DOOR.
11B-804.6.5.3 CONTROLS. OVENS SHALL HAVE CONTROLS ON FRONT PANELS.
11B-804.6.6 REFRIGERATOR/FREEZER. COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST
50 PERCENT OF THE FREEZER SPACE 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR
OR GROUND. THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL
APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/FREEZER WITH THE CENTERLINE OF
THE CLEAR FLOOR OR GROUND SPACE OFFSET 24 INCHES (610 MM) MAXIMUM FROM THE
CENTERLINE OF THE DEDICATED SPACE.
1016
3'-4" MIN
1524
5'-0" MIN
1524
5'-0" MIN
11B-804 KITCHENS AND KITCHENETTES
FIGURE 804.2.2
U-SHAPED KITCHENS
(b)(a)
FIGURE 804.2.1
PASS THROUGH KITCHENS
GENERAL. STORAGE SHALL COMPLY WITH SECTION JIB811.
CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH
SECTION 11 B-305 SHALL BE PROVIDED.
HEIGHT. STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES
SPECIFIED IN SECTION 11B-308.
OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH SECTION 11B-309.
11B-811 STORAGE
SCOPE. THE PROVISIONS OF DIVISION 9 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR
WHERE REFERENCED BY A REQUIREMENT IN THIS CHAPTER.
11B-901 GENERAL
DIVISION 9: BUILT-IN ELEMENTS
11B-902.1
EXCEPTION:
GENERAL. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH SECTIONS 11B-902.2
AND 11B-902.3.
DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL BE PERMITTED TO
COMPLY WITH SECTION 11B902.4.
11B-902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11 B-305
POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
COMPLYING WITH SECTION 11 B-306 SHALL BE PROVIDED.
11B-902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES (711 MM)
MINIMUM AND 34 INCHES ( 864 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
11B-902.4 DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE. ACCESSIBLE DINING SURFACES
AND WORK SURFACES FOR CHILDREN'S USE SHALL COMPLY WITH SECTION 11B-902.4.
EXCEPTION:DINING SURFACES AND WORK SURFACES THAT ARE USED PRIMARILY BY CHILDREN 5 YEARS AND
YOUNGER SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-902.4 WHERE A CLEAR FLOOR
OR GROUND SPACE COMPLYING WITH SECTION 11B305 POSITIONED FOR A PARALLEL APPROACH
IS PROVIDED.
11B-902.4.1 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11 B-305
POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED, EXCEPT THAT KNEE CLEARANCE 24
INCHES ( 610 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SHALL BE PERMITTED.
11B-902.4.2 HEIGHT. THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES (660 MM) MINIMUM AND 30
INCHES (762 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
11B-902 DINING SURFACES AND WORK SURFACES
1DIVISION 7 COMMUNICATION ELEMENTS
2DIV. 702 - FIRE ALARMS SYSTEMS
4DIV. 703 - SIGNS5DIV. 705 - DETECTABLE WARNINGS
6
DIV. 706 - ASSISTIVE LISTENING
SYSTEMS
7
DIV. 708 - TWO-WAY COMMUNICATION
SYSTEMS
8DIV. 804 - KITCHENS & KITCHENETTES
9DIV. 811 - STORAGE
10DIVISION 9 BUILT-IN ELEMENTS
11DIV. 902 - DINING AND WORK SURFACES
A0.5g
CBC 11B DIV
7-8-9
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
UP
UP
UP
(E)70'-4"
(E
)
49
'
-
2
"
UP
UP
UP
DN
F.
E
.
F.E.
DN
4'-3"
AL
L
E
Y
FO
O
T
H
I
L
L
B
L
V
D
119.58'
49
'
-
7
"
(E)7'-4"7'-1"
16
'
-
2
"
(N) ACCESSIBLE
PARKING
(E) PARKING(E) PARKING
(E) PARKING(E) PARKING(E) PARKING(E) PARKING
TENANT IMPROVEMENT OF (E) 3,500 SQ.FT. OFFICE BUILINDG.
UP
UP
UP
UP
UP
UP
DN
F.
E
.
F.E.
DN
4'-3"
82'-5"
55'47'-4"
3'
-
1
"
3'
-
0
"
55
'
WH
DNDN
DN
DN
DN
108'-4" (40'-4" + 68')
3'-
5
"
DN
DN
4'-3"
6'-
0
"
4'-1"11"
6'-11"
14
'
-
1
"
7'
-
6
"
9'-0"
(108")
8'-0"
(96")
4'-3"
18
'
-
0
"
6'-0"
1'-0"
1'-11"
TW+12"(MIN)
1'-0"
1'-0"
6'-0"
SCALE: 3/16" = 1'-0"
SITE PLAN 1
A1.0
SITE PLAN &
CODE ANALYSIS
(E) ACCESSIBLE PATH
OF TRAVEL
PROJECT SITE
SITE PLAN GENERAL NOTES:
1. ACCESSIBLE PATHS OF TRAVEL SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS
OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AND SHALL BE MINIMUM OF 48 INCHES IN WIDTH. IF A
WALK OR SIDEWALK HAS LESS THAN 60 INCH CLEAR WIDTH, THEN PASSING SPACES AT LEAST 60 INCHES BY 60 INCHES
SHALL BE LOCATED AT REASONABLE INTERVALS NOT TO EXCEED 200 FEET. SURFACE CROSS SLOPES SHALL NOT
EXCEED 1/4 INCH PER FOOT. WHEN THE SLOPE IN DIRECTION OF TRAVEL OF ANY WALK EXCEEDS
ONE UNIT VERTICAL TO 20 UNITS HORIZONTAL, IT SHALL COMPLY WITH PROVISIONS OF CBC 11B-405 FOR RAMPS.
2.IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY
CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREA AND THE VEHICULAR AREA, THE BOUNDARY
BETWEEN THE AREA SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES WIDE,
COMPLYING WITH CBC 11B-705.1.
3.WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTION 11B-403.
4.FLOOR OR GROUND SURFACES SHALL COMPLY WITH CBC SECTION 11B-302.
5.THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF
WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48.
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
N
PATH OF TRAVEL NOTE:
NO ABRUPT CHANGES IN ELEVATION ALONG THE
PATH OF TRAVEL SHOWN ON PLAN. THE SLOPE AND
CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL
NOT EXCEED 5% AND 2% RESPECTIVELY.
EG.= EGRESS WINDOW / DOOR
EXIT ANALYSIS:
MAX. TRAVEL DISTANCE : 108'-4"
< 200 ST. MAX. ALLOWED
PATH OF TRAVEL
(E) AREA NO CHANGE
OFFICE
SCALE: 3/16" = 1'-0"
EGRESS PLAN-FIRST FLOOR 2SCALE: 3/16" = 1'-0"
EGRESS PLAN-MEZZANINE 3
EXIT
EXIT
OCCUPANT LOAD :
24 OCC / 2 = 12 OCC.
REQUIRED WIDTH :
12 OCC. x 0.2 = 2.4 INCH
PROVIDED WIDTH :
36 INCH ALLOWED
OCCUPANT LOAD CALCULATION:
3,500 SF (B OCCUPANCY) / 150 (LOAD OCC. FACTOR)
TOTAL OCC. LOAD = 24 OCC
OCCUPANT LOAD :
24 OCC / 2 = 12 OCC.
REQUIRED WIDTH :
12 OCC. x 0.2 = 2.4 INCH
PROVIDED WIDTH :
72 INCH ALLOWED
DOOR PROVIDE PANIC
HARDWARE
12
12
SCALE: 3/16" = 1'-0"
ADA PARKING & RAMP 4
4
ACCESSIBLE PARKING
SIGN, SEE A0.5e/#6-8
60
"
X
6
0
"
60
"
L
A
N
D
I
N
G
ACCESSIBLE RAMP &
HANDRAILS, SEE 4/A0.5c &
5/A0.5e
ACCESSIBLE STALL, SEE
A0.5e
UP
UP
UP
4'-11"9'-2"9'-11"5'-0"6'-
1
1
"
14
'
-
1
"
10
'
-
4
"
22
'
-
8
"
4'
-
1
1
"
22
'
-
5
"
WH
DNDN
DN
DN
DN
A2.0
EXISTING/
DEMOLITION
PLANS
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
EXISTING/DEMOLITION PLAN: FIRST FLOOR 1
D2
D4
D3
D1 WALL TO BE DEMOLISHED.
WINDOW TO BE DEMOLISHED.
DOOR TO BE DEMOLISHED.
FIXTURE TO BE DEMOLISHED.
1.CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO
CONSTRUCTION.
2.EXISTING PLUMBING & ELECTRICAL FIXTURES, MECHANICAL DUCT WORK,
T-BAR CEILING TILES, AND FLOOR FINISHES TO BE DEMOLISH.
CONTRACTOR TO FIELD VERIFY EXISTING CONDITION FOR DEMOLITION
SCOPE OF WORK.
KEYNOTES
SYMBOL DESCRIPTION DETAIL
D5 STEP TO BE DEMOLISHED.
LEGEND
GENERAL NOTES
NEW WALL-(2X6 STUD AT
EXTERIOR WITH R-21
INSULATION, WHERE
OCCURS, SEE TITLE 24)
EXISTING WALL
TO REMAIN
DEMOLISHED WALL
DEMOLISHED WINDOW
DEMOLISHED DOOR
EXISTING WINDOW
TO REMAIN
EXISTING DOOR
TO REMAIN
1-HR. RATED WALL: SEE
DETAIL 14 & 17/A6.1
(N) NEW DOOR/ WINDOW
(E) EXISTING DOOR/ WINDOW
(R) RELOCATED DOOR/ WINDOW
NOTE:
EXISTING DOORS AND WINDOW CALLED
OUT USING STANDARD FORMAT (I.E.
"2646" IS 2'-6" W. X 4'-6" H.) IF NO
CALL-OUT
E
G GAS METER
ELECTRICAL METER
W WATER METER
SCALE: 1/4" = 1'-0"
EXISTING/DEMOLITION PLAN: MEZZ. LEVEL 2
D1 TYP.
D1 TYP.
D1 TYP.
D3 TYP.
D2 TYP.
D2 TYP.
D2 TYP.
D4 TYP.
D4 TYP.
D1 TYP.
D1 TYP.
D4 TYP.D4 TYP.
D5
D5
D5
D4
D4
AC CONDENSER TO BE MOVED ON ROOF
AC CONDENSER TO BE MOVED ON ROOF
D6 EXISTING STRIPING REMOVED
D6 D6
UP
UP
UP
UP
UP
UP
DN
F.
E
.
F.E.
DN
4'-3"
8'-5"
OFFICE
104
8'-8"8'-8"8'-8"8'-8"7'-4"7'-4"9'-1"
66'-10"3'-6"
70'-4"
LOUNGE
101
MEETING ROOM
102
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
OFFICE
119
OFFICE
120
OFFICE
121
OFFICE
122
OFFICE
123
OFFICE
124
STORAGE
126
OFFICE
125
OFFICE
117
OFFICE
116
17'-5"7'-5"7'-6"7'-6"7'-6"7'-6"7'-6"8'-0"
70'-4"
HALLWAY 1
103
HALLWAY 2
118
UNISEX
114
UNISEX
115
PRINT
112
ENTRY
113
22
'
-
8
1
/
2
"
3'
-
2
1
/
2
"
5'
-
0
"
5'
-
0
"
26
'
-
7
"
9'
-
6
"
10
'
-
0
"
2'
-
9
"
49
'
-
2
"
49'-2 31/32"
119'-6 31/32"
50
'
-
0
"
4'
-
0
"
10
'
-
7
"
4'
-
2
"
8'-
6
"
4'
-
7
1
/
2
"
4'
-
9
"
9'-
4
1
/
2
"
3'
-
3
"
22
'
-
0
"
50
'
-
4
"
49'-2 31/32"
119'-7"
S3
A4.2
S1
A4.2
S2
A4.2
S4
A4.2
S8
A4.1
1
A4.1
2
A4.1
S7
A4.3
S6
A4.3
S5
A4.3
5"
5"
18
'
-
9
"
S7
A4.3
1'
-
0
"
EQ
EQ
EQ
EQ
8'-2" CLR.8'-2" CLR.8'-2" CLR.8'-2" CLR.8'-2" CLR.8'-2" CLR.6'-10" CLR.6'-10" CLR.
5'-0"7'-8"7'-7"
7'-7"16'-6"
12
'
-
6
"
5'
-
0
"
5'
-
0
"
4'
-
2
"
6'-8"
12
'
-
5
1
/
2
"
7'-
2
"
8'
-
8
"
5'-
6
"
16'-9"8"
7'
-
3
"
3'
-
1
"
3'-0"
2'
-
0
"
24
"
M
A
X
2'
-
0
"
24
"
M
A
X
2'-0"
12
'
-
4
"
TY
P
.
2'-6"
TYP.
1'-6"
1'-0"
4'-11"
7'-7"
29'-4"
6"
7'-
2
"
5'-2"
4'-6"
TYP.
6'-
6
"
3'-8"4'-6"3'-8"4'-6"3'-8"4'-6"3'-8"4'-6"3'-8"4'-6"
4'-5"4'-5"
3'-8"4'-6"
2'-5"2'-5"
2'-6"2'-6"2'-6"2'-6"2'-6"
4'-11"
5'-2"
A2.1
FLOOR PLAN:
FIRST FLOOR
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A LI F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
FLOOR PLAN: FIRST FLOOR 1
ELECTRICAL PANEL 200 AMPS. KEEP 3 FEET CLEAR FROM FACE OF
ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION
TV WALL
TOILET
GRAB BAR
UNDER COUNTER REFRIGERATOR
SYMBOL DESCRIPTION
1
2
3
4
5
6
7
8
9
10
11
12
DETAIL
13
14
15
DISHWAHSER
COAT HOOKS
COUNTERTOP
DESCRIPTIONSYMBOLTYPE
(E)WALL
W1
W2
W3 GLASS PARTITION WALL(FULL HEIGHT)
NOTE:
THE CODE REQUIRES THAT EQUIPMENT AND DUCT SIZING BE DONE ACCORDING TO
ACCA MANUALS J, D, AND S OR AN EQUIVALENT
LEGENDKEYNOTES
SYMBOL DESCRIPTION DETAILSYMBOLDESCRIPTIONDETAIL
NOTES
1.LANDING LENGTHS AT ALL EXTERIOR DOOR SHALL BE A MINIMUM OF 36 INCHES IN
THE DIRECTION OF TRAVEL. R311.3
2.PROVIDE A MINIMUM OF ONE CONTINUOUS HANDRAIL ON STAIRWAYS WITH 4 OR
MORE RISERS AND AT ALL OPEN SIDES.
3.HANDRAIL SHOULD BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POST OR
OTHER OBSTRUCTION, EXCEPT AT THE LANDING, VOLUTE, OR TURNOUT ON
LOWEST TREAD.
SYMBOL
ACCESS CONTROL16
17
ACCESS PANEL FOR FLOOR CLEANOUT
DOUBLE SINK WITH GARBAGE DISPOSAL
ELECTRICAL TANKLESS WATER HEATER IN CEILING
OR IN CABINET
UPPER CABINET STORAGE
CABINETS
ADA VANITY SINK
VANITY SINK
(E)STAIR
ADA LIFT
18HVAC UNIT
19
ALUMINUM / GLASS STOREFRONT
EXTERIOR 1 HOUR WALL:
INTERIOR PARTITION WALL
20
21
22
23
24
25
26
27
HANDRAIL
METAL STUD INTERIOR WALL W/ SOUND INSULATION.
PROVIDE ONE LAYER GYP. BD. BOTH SIDES.
ADA TOILET
FAUCET
SOAP DISPENSER
MIRROR
TOILET PAPER HOLDER
TOILET COVER PAPER DISPENSER
PAPER TOWEL DISPENSER
PLANTER
MECH.AIR SUPPLY/RETURN, SEE MECH. DWG'S.
28
29
30
31
32
33
CABINET
REPLACE STORAGE DOOR34
INSTANT HOT WATER HEATER35
ROOF ACCESS LADDER & ROOF HATCH36 5 / A7.2
DETAIL
1-4 / A7.1
19,20 / A7.1
1-4 / A7.1
19,20 / A7.1
25,26 / A7.1
25, 26 / A7.1
N TRUE NORTH
(N) ACCESSIBLE
PARKING
(E) PARKING(E) PARKING
(E) PARKING(E) PARKING(E) PARKING(E) PARKING
104A
104.1
105A
105.1
106A
106.1
107A
107.1
108A
108.1
109A
109.1
110A
110.1
111A
111.1
124A
124.1
123A
123.1
122A
122.1
121A
121.1
120A
120.1
119A
102.1
102A
125A
114A
115A
125.1
113A
10
1
A
101.1
113.3
113.2
113.1
111.2
126.1
115.1
117.1116.1
117A116A
11
11
1
TYP.
METER
810
12
13
14
12 13
16
34
119.2
RE-STRIPING
118A
35
35
118B
FURNITURE SCHEDULE
SYM.DIMENSION (WxDxH)
T-1
TYPE
T-3
T-2
T-1
T-1 T-1 T-1 T-1 T-1
T-1T-1T-1T-1T-1T-1
T-4
T-2T-2
T-2
T-3
T-2
OFFICE TABLE
T-4
OFFICE TABLE
OFFICE TABLE
CONFERENCE TABLE
4'-6" X 2'-5" X 28"
6'-0" X 2'-5" X 28"
6'-0" X 2'-0" X 28"
6'-8" X 4'-2" X 28"
NOTE
54"X60"
48"X48"
54"X60"
48"X48"
54"X60"
48"X48"
54"X60"
48
"
X
4
8
"
AREA DRAIN
SEE PLUMBING
DWG, 1% SLOPE
MAX. TO DRAIN.
BLACKOUT FILM
4
OFFICE TABLES TO COMPLY
WITH CLEAR FLOOR SPACE
AND KNEE & TOE
CLEARANCES; SEE DETAIL
11/A0.5b
(E) STORAGE
M01
(E) STORAGE
M02
(E) UTILITY
M03
5'-7"8'-10"13'-9"
42'-2"28'-2"
DNDN
DN
DN
DN
(E) UTILITY
M03
20
'
-
5
"
4'
-
5
1
/
2
"
11
'
-
1
0
"
10
'
-
9
1
/
2
"
1'-
0
"
49
'
-
2
"
8"
S3
A4.2
S1
A4.2
S2
A4.2
S4
A4.2
S8
A4.1
2
A4.1
S7
A4.3
S6
A4.3
S5
A4.3
S7
A4.3
A2.2
MEZZ. FLOOR
PLAN
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
(E) MEZZ. FLOOR PLAN 1
ELECTRICAL PANEL 200 AMPS. KEEP 3 FEET CLEAR FROM FACE OF
ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION
TV WALL
TOILET
GRAB BAR
UNDER COUNTER REFRIGERATOR
SYMBOL DESCRIPTION
1
2
3
4
5
6
7
8
9
10
11
12
DETAIL
13
14
15
DISHWAHSER
COAT HOOKS
COUNTERTOP
DESCRIPTIONSYMBOLTYPE
(E)WALL
W1
W2
W3 GLASS PARTITION WALL(FULL HEIGHT)
NOTE:
THE CODE REQUIRES THAT EQUIPMENT AND DUCT SIZING BE DONE ACCORDING TO
ACCA MANUALS J, D, AND S OR AN EQUIVALENT
LEGENDKEYNOTES
SYMBOL DESCRIPTION DETAILSYMBOLDESCRIPTIONDETAIL
NOTES
1.LANDING LENGTHS AT ALL EXTERIOR DOOR SHALL BE A MINIMUM OF 36 INCHES IN
THE DIRECTION OF TRAVEL. R311.3
2.PROVIDE A MINIMUM OF ONE CONTINUOUS HANDRAIL ON STAIRWAYS WITH 4 OR
MORE RISERS AND AT ALL OPEN SIDES.
3.HANDRAIL SHOULD BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POST OR
OTHER OBSTRUCTION, EXCEPT AT THE LANDING, VOLUTE, OR TURNOUT ON
LOWEST TREAD.
SYMBOL
ACCESS CONTROL16
17
ACCESS PANEL FOR FLOOR CLEANOUT
DOUBLE SINK WITH GARBAGE DISPOSAL
ELECTRICAL TANKLESS WATER HEATER IN CEILING
OR IN CABINET
UPPER CABINET STORAGE
CABINETS
ADA VANITY SINK
VANITY SINK
(E)STAIR
ADA LIFT
18HVAC UNIT
19
ALUMINUM / GLASS STOREFRONT
EXTERIOR 1 HOUR WALL:
INTERIOR PARTITION WALL
20
21
22
23
24
25
26
27
HANDRAIL
METAL STUD INTERIOR WALL W/ SOUND INSULATION.
PROVIDE ONE LAYER GYP. BD. BOTH SIDES.
ADA TOILET
FAUCET
SOAP DISPENSER
MIRROR
TOILET PAPER HOLDER
TOILET COVER PAPER DISPENSER
PAPER TOWEL DISPENSER
PLANTER
MECH.AIR SUPPLY/RETURN, SEE MECH. DWG'S.
28
29
30
31
32
33
CABINET
REPLACE STORAGE DOOR34
INSTANT HOT WATER HEATER35
ROOF ACCESS LADDER & ROOF HATCH36 5 / A7.2
SYMBOL DESCRIPTION DETAILSYMBOL
ROOF GUARDRAIL37 10 / A7.2
DETAIL
1-4 / A7.1
19,20 / A7.1
1-4 / A7.1
19,20 / A7.1
25,26 / A7.1
25, 26 / A7.1
5
SEE ELEC. DWGS
36
70'-4"
70'-4"
70'-4"
49
'
-
2
"
49'-2 31/32"
119'-6 31/32"
50
'
-
0
"
50
'
-
0
"
49'-2 31/32"
119'-6 31/32"
5'-0"
22
'
-
3
1
/
2
"
5"
5"
S3
A4.2
S1
A4.2
S2
A4.2
S4
A4.2
S8
A4.1
1
A4.1
2
A4.1
S7
A4.3
S6
A4.3
S5
A4.3
S7
A4.3
1'-8"3'-5"
30" MIN. CLR
2'-6"
2'
-
6
"
2'-
6
"
2'-6"
1'-8"3'-5"
30" MIN. CLR
4'-7"
2'-7"
11
'
-
9
"
A2.3
FLOOR PLAN:
ROOF PLAN
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
FLOOR PLAN: ROOF 1
ELECTRICAL PANEL 200 AMPS. KEEP 3 FEET CLEAR FROM FACE OF
ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION
TV WALL
TOILET
GRAB BAR
UNDER COUNTER REFRIGERATOR
SYMBOL DESCRIPTION
1
2
3
4
5
6
7
8
9
10
11
12
DETAIL
13
14
15
DISHWAHSER
COAT HOOKS
COUNTERTOP
DESCRIPTIONSYMBOLTYPE
(E)WALL
W1
W2
W3 GLASS PARTITION WALL(FULL HEIGHT)
NOTE:
THE CODE REQUIRES THAT EQUIPMENT AND DUCT SIZING BE DONE ACCORDING TO
ACCA MANUALS J, D, AND S OR AN EQUIVALENT
LEGENDKEYNOTES
SYMBOL DESCRIPTION DETAILSYMBOLDESCRIPTIONDETAIL
NOTES
1.LANDING LENGTHS AT ALL EXTERIOR DOOR SHALL BE A MINIMUM OF 36 INCHES IN
THE DIRECTION OF TRAVEL. R311.3
2.PROVIDE A MINIMUM OF ONE CONTINUOUS HANDRAIL ON STAIRWAYS WITH 4 OR
MORE RISERS AND AT ALL OPEN SIDES.
3.HANDRAIL SHOULD BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POST OR
OTHER OBSTRUCTION, EXCEPT AT THE LANDING, VOLUTE, OR TURNOUT ON
LOWEST TREAD.
SYMBOL
ACCESS CONTROL16
17
ACCESS PANEL FOR FLOOR CLEANOUT
DOUBLE SINK WITH GARBAGE DISPOSAL
ELECTRICAL TANKLESS WATER HEATER IN CEILING
OR IN CABINET
UPPER CABINET STORAGE
CABINETS
ADA VANITY SINK
VANITY SINK
(E)STAIR
ADA LIFT
18HVAC UNIT
19
ALUMINUM / GLASS STOREFRONT
EXTERIOR 1 HOUR WALL:
INTERIOR PARTITION WALL
20
21
22
23
24
25
26
27
HANDRAIL
METAL STUD INTERIOR WALL W/ SOUND INSULATION.
PROVIDE ONE LAYER GYP. BD. BOTH SIDES.
ADA TOILET
FAUCET
SOAP DISPENSER
MIRROR
TOILET PAPER HOLDER
TOILET COVER PAPER DISPENSER
PAPER TOWEL DISPENSER
PLANTER
MECH.AIR SUPPLY/RETURN, SEE MECH. DWG'S.
28
29
30
31
32
33
CABINET
REPLACE STORAGE DOOR34
INSTANT HOT WATER HEATER35
ROOF ACCESS LADDER & ROOF HATCH36 5 / A7.2
SYMBOL DESCRIPTION DETAILSYMBOL
ROOF GUARDRAIL37 10 / A7.2
DETAIL
1-4 / A7.1
19,20 / A7.1
1-4 / A7.1
19,20 / A7.1
25,26 / A7.1
25, 26 / A7.1
N TRUE NORTH
(E) ROOF
(E) SKYLIGHT
(N) HVAC
(N) HVAC
36
37
37
37
(E)ROOF
DRAIN
(E)ROOF
DRAIN
UP
UP
UP
UP
UP
UP
DN
F.
E
.
F.E.
DN
4'-3"
OFFICE
104
LOUNGE
101
MEETING ROOM
102
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
OFFICE
119
OFFICE
120
OFFICE
121
OFFICE
122
OFFICE
123
OFFICE
124
STORAGE
126
OFFICE
125
OFFICE
117
OFFICE
116
HALLWAY 1
103
HALLWAY 2
118
UNISEX
114
UNISEX
115
PRINT
112
ENTRY
113
WH
DNDN
DN
DN
DNWH
DNDN
DN
DN
DN
A2.4
FINISH PLAN:
FIRST FLOOR
&
MEZZ. FLOOR
SCALE: 1/4" = 1'-0"
FINISH PLAN: FIRST FLOOR 1SCALE: 1/4" = 1'-0"
FINISH PLAN: (E) MEZZ. FLOOR 2
CS-1120-125
126
ROOM NAME GROUT DOOR CASING WALL FINISH:
NORTH
WALL FINISH:
EAST
WALL FINISH:
SOUTH
WALL FINISH:
WEST NOTES
MEETING ROOM N/A
HALL WAY 1
OFFICE (TYP.)
HALLWAY 2
OFFICE
N/A
N/A
N/A
FINISH SCHEDULES
CS-1
CS-2
TL-2
CS-1
CS-1
OFFICE N/A CS-1 GL-2
LOUNGE N/A GL-1
GR-1
OFFICE (TYP.)N/A CS-1
N/A
ROOM #FLOOR FINISH
101
102
103
104
105-111
112
113
114
115
116-117
118
119
PRINT AREA
ENTRY
UNISEX RESTROOM
SP-1
N/A
PT-2
OFFICE (TYP.)
STORAGE
REPLACE FLOORING
UNISEX RESTROOM
SP-1
SP-1
SP-1
SP-1
TL-1
TL-1
SP-1
CPT-1
PL-1
PL-1
PL-1
SL-1
PL-1
PL-1
PL-1
GR-1
N/A
N/A
N/A
N/A PT-1 PL-1PL-1 PL-1 PT-1
GL-1 N/A
N/A N/A
CS-3
CS-3
PL-1 GL-1 PT-2
PT-2 N/A PT-2 PT-2
PL-1
PL-1
PT-3TL-2 PT-3 TL-2 PT-3TL-1 PT-3
TL-2 PT-3 TL-2 PT-3 TL-2 PT-3TL-1 PT-3
PT-1
PT-1 GL-1 PL-1 GL-1 PL-1 GL-1 PL-1
N/A
PT-2 PL-1 GL-1 N/A PL-1 GL-1
PT-2 PL-1 GL-1
PT-1 PT-2 PL-1 GL-1PT-2
PT-1
PT-1
WD-1 GL-1 PT-2 PT-2
PT-1 PT-2 GL-2 GL-2
PL-1 GL-1 PT-2 PT-2
N/A N/A PT-2 PL-1 GL-1 PT-2 PL-1 GL-1PT-2
KEEP EXISTING
RE-PAINTMEZZANINE PT-2 PT-2 PT-2 PT-2CPT-2 N/A KEEP EXISTING
RE-PAINT
CS-1PL-1 PT-1PT-2 PT-2 PT-2
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
CA-4
CA-2
CA-1
CA-3
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#
CPT-1 CARPET / INTERFACE
GENERAL NOTES
1.ALL RECESSED LIGHTS TO BE FURNISHED AND INSTALLED BY GC.
2.ALL OTHER LIGHTINGS (EXTERIOR AND INTERIOR LIGHT FIXTURES) TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
3.ALL DOOR AND CABINET HARDWARES TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
4.INTERIOR DRYWALL FINISH: SMOOTH FINISH.
5.SOLID 58" PLYWOOD BOX FOR ALL CABINETS.
6.SELF CLOSING DRAWER SLIDES & HINGES.
TL-1
PL-1
FLOORING
PT-1 PAINT /
DUNN EDWARS
PAINT
NOTE
PT-3
PT-2
ACCENT WALL RESTROOM
WALL / CEILING
WALL & DOOR CONDITIONS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
CS-1
CASING
CA-1
MILLWORK / CABINETRY
CA-2
CABINET / LAMINATE/
FORMICA OR WILSONART
PRINT AREA/
CONTRACTOR TO
PROVIDE SHOP DWG
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#NOTE
TILE / STONE
TL-1 TILE / ARIZONA TILE RESTROOM
FLOOR / WALL
CS-2
OPEN AIR 414 / SHELL 50CM*50CM
DET627 / EGG SHELL
PAINT /
DUNN EDWARS
PAINT /
DUNN EDWARS
DET648 / EGG SHELL
GL-1 TEMPERED GLASS / BY
ARCADIA INC.
GL-2 WOODGRAIN LAMINATE /
FORMICA OR WILSONART FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
FRAMELESS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
PAINTED MATCH DOOR FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN CS-3 WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR ALSO SEE DR/WIN
SCHEDULES.PER PLAN
PIETRA ITALIA WHITE
TL-2 TILE / FIRECLAY TILE RESTROOM
WALL
CHATEAU / SATIN W/
ENGOBE
SL-1 EXTERIOR METAL DOOR WITH
WOODGRAIN TEXTURE TBD CONTRACTOR TO
PROVIDE SAMPLE
TBD
CT-1 COUTERTOP /
COVERINGS ETC LOUNGEMESTRE CREAM VIF
CT-2 COUNTERTOP / STARON RESTROOMTERRAZZON
BOLOGNA (NT970)VIF
LOUNGE /
CONTRACTOR TO
PROVIDE SHOP DWG
PER
PLAN / ELEV
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-3
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-4
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
FLOATING SHELF /
LAMINATE/ FORMICA
PER
PLAN / ELEV8844-WR
TRIM
ST-1 TILE TRIM / FIRECLAY
TILE
CHATEAU / SATIN W/
ENGOBE
CONTRACTOR TO
PROVIDE SAMPLE
AL-1 ALUMINUM TRIM /
FIRECLAY TILE
CONTRACTOR TO
PROVIDE SAMPLE
BASEBOARD
BB-1 BASEBOARD / BY
CONTRACTOR S4S MDF/ PAINTED CONTRACTOR TO
PROVIDE SAMPLE
PL-2 LAMINATE / FORMICA OR
WILSONART
8844-WR
WHITE 949 / TBD
GR-1 GROUT /
BY CONTRACTOR
GROUT
CONTRACTOR TO
PROVIDE SAMPLE
MISC.
PER ELEV
FM-1 FROSTED GLASS FILM CONTRACTOR TO
PROVIDE SAMPLE
PER ELEV
/ A5.1
MR-1 MIRROR / BY
CONTRACTOR PER ELEV
MR-2 MAKEUP MIRROR / BY
CONTRACTOR PER ELEV
CPT-2 CARPET / INTERFACE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETBDTBD
TL-1 TL-2CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETILE / FIRECLAY TILE24X48
PER ELEV.
SP-1 SPC / WOOD CHIC FLOOR 7.17"X60"CLEANSCAPES /
FRENCH OAK
CONTRACTOR TO
PROVIDE SAMPLE
TILE / ARIZONA TILE PIETRA ITALIA WHITE
24X48
PER ELEV.
TILE / ARIZONA TILE PIETRA ITALIA WHITE 24X48
PER ELEV.
CHATEAU / SATIN W/
ENGOBE
2"X6"
PER ELEV.
2"X6"
PER ELEV.
SP-1
BB-1
BB-1
BB-1
BB-1BB-1BB-1BB-1BB-1BB-1BB-1BB-1
BB-1BB-1BB-1BB-1BB-1BB-1BB-1
SP-1 BB-1
SP-1 BB-1
SP-1 BB-1
SP-1
SP-1 BB-1
CPT-1
CPT-1
CPT-1
CPT-1
CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1
CPT-1CPT-1CPT-1CPT-1CPT-1CPT-1CPT-1CPT-1
CPT-1 CPT-1
CPT-1
TL-1
TL-1
F.
E
.
F.E.
4'-3"
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1LT-1LT-1 LT-1
LT-1
LT-1
LT-1
LT-1 LT-6
LT-1
LT-1
LT-2LT-2LT-2LT-2LT-2LT-2LT-2LT-2
LT-2LT-2LT-2LT-2LT-2LT-2
LT-2LT-2
LT-3
LT-3
LT-3
LT-3
LT-3
LT-9
LT-5
LT-6 LT-7
LT-8
LT-4
LT-12
LT-1
LT-1
LT-1
LT-5
LT-5
LT-13
UCL
UCL
LT-13
LT-12
LT-1
LT-1LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-11
LT-10
LT-12
OPEN
7'-6"7'-6"7'-6"7'-6"7'-3"3'-6"
EQ EQ EQ 2'-1"EQ EQ EQ EQEQEQ EQ EQ EQ EQ EQ EQ 3'-3"2'-1"
4'
-
0
"
4'
-
0
"
2'
-
0
"
2'
-
0
"
16'-9"7'-0"
3'-
8
"
3'-
8
"
1'
-
1
0
"
1'
-
1
0
"
3'
-
7
"
3'
-
7
"
1'
-
1
1
"
3'
-
1
0
"
1'
-
1
1
"
1'-6"
2'-6"2'-6"4'-1"3'-7"
3'
-
9
"
3'-
9
"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
3'-11"3'-11"3'-11"3'-5"4'-6"8'-0"
3'-
8
"
1'
-
6
"
4'-
3
"
1'
-
6
"
4'
-
2
"
2'
-
1
"
4'
-
2
"
2'-
1
"
8'
-
4
"
8'-0"
8'-0"
7'-6"7'-6"7'-6"7'-6"7'-6"5'-2"2'-4"
6"
9'-
0
"
4'
-
0
"
3'-0"
1'-10"8'-4"8'-4"8'-4"8'-4"8'-4"8'-4"8'-4"6'-0"
1'
-
1
0
"
3'
-
7
"
1'
-
9
"
4'
-
5
1
/
2
"
3'-
1
1
"
1'
-
5
1
/
2
"
EQ
EQ
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
EQ EQEQEQ
4'
-
6
"
4'
-
6
"
8'-8"
7'-6"
7'-4"
6'
-
3
"
FN-1
FN-1
LT-4
LT-4
LT-4
LT-4
LT-4
LT-4
LT-4
LT-4
LT-4
LT-4
LT-4
LT-4LT-4LT-4LT-4LT-4 LT-4
LT-4 LT-4 LT-4 LT-4 LT-4 LT-4
A3.1
REFLECTED
CEILING PLAN:
FIRST FLOOR
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN: FIRST FLOOR 1
F.A.U. IN ATTIC SPACE
SYMBOL DESCRIPTION
1
2
3
4
5
6
DETAIL
KEYNOTES
ELECTRICAL PANEL 400 AMPS. KEEP 3 FEET CLEAR FROM FACE OF
ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION
ELECTRICAL METER
HVAC UNIT
30" X 30" ATTIC ACCESS WITH 30" MIN. HEADROOM
LIGHTING WITH VACANCY SENSOR
THREE-WAY SWITCH
SINGLE-POLE SWITCH
LED UNDER CABINET LIGHTING
CONTINUOUS ROW
FLUORESCENT FIXTURE
DOOR BELL
COMPUTER DATA OUTLET
TELEPHONE OUTLET
TELEVISION / CABLE OUTLET
HIGH EFFICACY LIGHTING
CEILING MOUNTED
HIGH EFFICACY LIGHTING
WALL MOUNTED
HOSE BIBBHBTV
S3
S
HIGH EFFICACY PENDANT LIGHT
CEILING MOUNTEDP EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM
DIMMER SWITCHSD
HIGH EFFICACY WALL
MOUNTED LIGHT
C.W.
H.W.
GAS
KEY
WHOLE HOUSE FAN
COLD WATER OUTLET
HOT WATER OUTLET
FUEL GAS OUTLET
FUEL GAS KEY
THERMOSTAT
HIGH EFFICACY 4" CEILING
RECESSED LIGHTING
SMOKE DETECTOR
CEILING FAN
DUPLEX RECEPTACLE
OUTLET W/GROUND-FAULT
CIRCUIT-INTERRUPTER. 18"
A.F.F. OR AS NOTED.
DUPLEX RECEPTACLE
OUTLET. W/ ARC FAULT
CIRCUIT INTERRUPTER. 18"
A.F.F. OR AS NOTED.
(AT CEILING)CEILING MOUNTED
JUNCTION BOX
T
SD
J
AFCICARBON MONOXIDE
DETECTOR
CM
HIGH EFFICACY LIGHTING
CEILING RECESSED
MOISTURE PROTECTED
MP
LEGEND
SURFACE-MOUNTED LED FIXTURE
THREE WAY DIMMER SWITCHSD3
LIGHT WITH HIGH EFFICACYH
WALL LIGHT
AFCI
CLG.
FOUR-WAY SWITCHS4
DUPLEX RECEPTACLE
OUTLET W/ 2-USB PORTS.
W/ ARC FAULT CIRCUIT
INTERRUPTER
USB
UCL
GFCI
USB
OCCUPANCY SENSOR SWITCHSoc
JUNCTION BOX, FLUSH IN
WALL, 18" A.F.F. OR AS
NOTED
"HALF-HOT" OUTLET
SPLIT-WIRED RECEPTACLE
J
F
220V
FLOOR RECEPTACLE
220 V RECEPTACLESINGLE-POLE SWITCH WITH
VACANCY SENSORSV
WEATHER PROOF DUPLEX RECEPTACLE
OUTLET W/GROUND-FAULT
CIRCUIT-INTERRUPTER. 18" A.F.F. OR AS
NOTED.
AFCI
WP
DUPLEX RECEPTACLE
OUTLET W/ 2-USB PORT.
W/GROUND-FAULT
CIRCUIT-INTERRUPTER. 18"
A.F.F. OR AS NOTED.
GFCI
RECESSED TROFFER LED
FIXTUREEMERGENCY LIGHT
NOTE:
1.THE CODE REQUIRES THAT EQUIPMENT AND DUCT SIZING BE DONE ACCORDING TO
ACCA MANUALS J, D, AND S OR AN EQUIVALENT
2.ALL OUTLETS SHALL BE AFCI PROTECTED
3.ALL OUTLETS IN BATHROOM AND KITCHEN SHALL BE GFCI PROTECTED
4.LOCAL ELECTRIC COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR
TO INSTALLATION
5.FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND SERVICE
REQUIREMENT PRIOR TO CONCRETE PLACEMENT
6.SERVICE EQUIPMENT TO BE GROUNDED PER CURRENT C.E.C.
SPECIFICATIONS:
1.USE LUTRON FOR THE FOLLOWING ITEMS:
A.LED RECESSED LIGHTING
B.LED LINEAR LIGHTING
C.SHADING SYSTEMS
D.WHOLE HOME SYSTEMS
E.DIMMERS AND SWITCHES
F.FAN CONTROLS
G.TIMERS
H.IN-WALL SENSORS
I.WALLPLATES AND ACCESSORIES
J.VACANCY SENSORS
TYPE DESCRIPTION NOTES /
REMARKSSYMBOLSPECTYPEDESCRIPTIONNOTES /
REMARKS
LIGHTING FIXTURE SCHEDULE
LED VANITY LIGHT
OUTDOOR LINEAR
WET RECESSED LED
LED WALL SCONE
SYMBOL SPEC
DWELED
PARALLAX LED VANITY
LIGHT18", 3500K
NODES DOUBLE SCONCE
KWL1012BBS
LED, T4, 60W
4" RECESS LED
DOWN LIGHTSLT-1
MUUTO
RIME PENDANT LAMP
Ø 9.8",E12 3000K
ULTRA THIN LED
BUILT-IN UNDER
CABINET INVISIBLE
LIGHT BAR
DC12V, 10W/M, EMITTING
COLOR - WHITE, MILKY
SILICONE COVER
3000K
LT-2
LT-3
LT-4
LT-5
LT-6
LT-7
LT-8
LT-9
LT-10
LT-11
LT-12
LT-13
UCL
OUTDOOR
LED WALL SCONE
COMMERCIAL
OUTDOOR LED SIGN
LIGHTS
LED PENDANT
TRACK LIGHT
4" ADJUSTABLE
RECESSED LED
DOWN LIGHT
SATCO # STC676938
H SERIES 2" LED 120V SMALL
CYLINDER TRACK HEAD
WHITE - 24° 3000K
RAYON
4" LED COMMERCIAL
DOWNLIGHT
#RVC4 - 50° 4000K
RAYON #PRIME 4" LED
ARCHITECTURAL ROUND
FLANGED ACCENT TRIM
ADJUSTABLE - 30° 4000K
4" ADJUSTABLE
RECESSED LED
DOWN LIGHT
RAYON
4" LED COMMERCIAL
DOWNLIGHT
#RBC4-FN 3500K
ELITE
#OLS-R-LED-4 4000K
4"X48"
ARCHITECTURAL LED
RECESSED LINEAR
LED PANDANT
WEST ELM
LINEAR WOOD LED PENDANT
Walnut 42"
16W, 3000K, DIMMABLE
LED PANDANT
HUXE
AFFONSA LED OUTDOOR
WALL LIGHT
3000K
TBD
ALCON LIGHTING
#12100-8-R-CRxx
CONTINUOUS RUN
0.8 INCH 4000K
@RESTROOM @RECEPTION
LT-14 EXIT SIGN
ELITE
ELX-618 (FOR DRYWALL CLG)
OR ELX-608-G-AL-1-CLEAR
CEILING LEGEND
5/8" TYPE 'X' GYPSUM BOARD CEILING WITH
SOUND INSULATION, PAINTED COLOR
(WHITE). DUNN EDWARDS - DEW380, WHITE
EXPOSED CEILING, PAINTED.
ACT-1
'ARMSTRONG', CALLA HIGH CAC,
24"x48",SQUARE TEGULAR 9/16,
0.80 NRC / 40 CAC / 170 AC
COLOR: WHITE (WH)
24"x48" ACOUSTICAL CEILING PANELS
W/ SOUND INSULATION
+18'-6"
CLG.HT.
+8'-0"
CLG.HT.
+8'-0"
CLG.HT.
+8'-0"
CLG.HT.
+8'-0"
CLG.HT.
+8'-0"
CLG.HT.
+8'-0"
CLG.HT.
+8'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-10"
CLG.HT.
+9'-10"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+8'-0"
CLG.HT.
+18'-6"
CLG.HT.
+8'-0"
CLG.HT.
+18'-6"
CLG.HT.
+8'-0"
CLG.HT.
+8'-0"
CLG.HT.
EXISTING TRUSS
WINDOW
TREATMENT
WINDOW
TREATMENT
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-0"
CLG.HT.
+9'-10"
CLG.HT.
TYPE DESCRIPTION
FIXTURE SCHEDULE
SYMBOL SPEC NOTE /
REMARKS
FN-1 EXHAUST FAN
BROAN-NUTONE
ROOMSIDE SERIES
#AERN80K
ACT-1 TYP.
ACT-1 TYP.
LT-1
LT-1 LT-1
LT-1
LT-1
LT-1
LT-1
LT-5
LT-5
LT
-
5
LT-5
EQ
EQ
EQ EQ
2'
-
1
1
/
2
"
2'
-
6
"
3'
-
2
1
/
2
"
3'
-
2
1
/
2
"
2'
-
6
"
4'
-
0
"
2'
-
1
1
/
2
"
4'-0"
EQ
EQ
EQ
EQ EQ
A3.2
REFLECTED
CEILING PLAN:
MEZZ. FLOOR
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN: MEZZ. FLOOR 1
F.A.U. IN ATTIC SPACE
SYMBOL DESCRIPTION
1
2
3
4
5
6
7
8
9
10
DETAIL
KEYNOTES
ELECTRICAL PANEL 400 AMPS. KEEP 3 FEET CLEAR FROM FACE OF
ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION
ELECTRICAL METER
HVAC UNIT
30" X 30" ATTIC ACCESS WITH 30" MIN. HEADROOM
LIGHTING WITH VACANCY SENSOR
REMOTE CONTROLLED ROLLER SHADE
OUTLET AT EAVE FOR DECORATION LIGHTS
F.A.U. W/ ACCESS PANEL
LED STRIP LIGHT TOP AND BOTTOM FOR WINE COOLER
THREE-WAY SWITCH
SINGLE-POLE SWITCH
LED UNDER CABINET LIGHTING
CONTINUOUS ROW
FLUORESCENT FIXTURE
DOOR BELL
COMPUTER DATA OUTLET
TELEPHONE OUTLET
TELEVISION / CABLE OUTLET
HIGH EFFICACY LIGHTING
CEILING MOUNTED
HIGH EFFICACY LIGHTING
WALL MOUNTED
HOSE BIBBHBTV
S3
S
HIGH EFFICACY PENDANT LIGHT
CEILING MOUNTEDP EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM
DIMMER SWITCHSD
HIGH EFFICACY WALL
MOUNTED LIGHT
C.W.
H.W.
GAS
KEY
WHOLE HOUSE FAN
COLD WATER OUTLET
HOT WATER OUTLET
FUEL GAS OUTLET
FUEL GAS KEY
THERMOSTAT
HIGH EFFICACY 4" CEILING
RECESSED LIGHTING
SMOKE DETECTOR
CEILING FAN
DUPLEX RECEPTACLE
OUTLET W/GROUND-FAULT
CIRCUIT-INTERRUPTER. 18"
A.F.F. OR AS NOTED.
DUPLEX RECEPTACLE
OUTLET. W/ ARC FAULT
CIRCUIT INTERRUPTER. 18"
A.F.F. OR AS NOTED.
(AT CEILING)CEILING MOUNTED
JUNCTION BOX
T
SD
J
AFCICARBON MONOXIDE
DETECTOR
CM
HIGH EFFICACY LIGHTING
CEILING RECESSED
MOISTURE PROTECTED
MP
LEGEND
SURFACE-MOUNTED LED FIXTURE
THREE WAY DIMMER SWITCHSD3
LIGHT WITH HIGH EFFICACYH
WALL LIGHT
AFCI
CLG.
FOUR-WAY SWITCHS4
DUPLEX RECEPTACLE
OUTLET W/ 2-USB PORTS.
W/ ARC FAULT CIRCUIT
INTERRUPTER
USB
UCL
GFCI
USB
OCCUPANCY SENSOR SWITCHSoc
JUNCTION BOX, FLUSH IN
WALL, 18" A.F.F. OR AS
NOTED
"HALF-HOT" OUTLET
SPLIT-WIRED RECEPTACLE
J
F
220V
FLOOR RECEPTACLE
220 V RECEPTACLESINGLE-POLE SWITCH WITH
VACANCY SENSORSV
WEATHER PROOF DUPLEX RECEPTACLE
OUTLET W/GROUND-FAULT
CIRCUIT-INTERRUPTER. 18" A.F.F. OR AS
NOTED.
AFCI
WP
DUPLEX RECEPTACLE
OUTLET W/ 2-USB PORT.
W/GROUND-FAULT
CIRCUIT-INTERRUPTER. 18"
A.F.F. OR AS NOTED.
GFCI
RECESSED TROFFER LED
FIXTUREEMERGENCY LIGHT
NOTE:
1.THE CODE REQUIRES THAT EQUIPMENT AND DUCT SIZING BE DONE ACCORDING TO
ACCA MANUALS J, D, AND S OR AN EQUIVALENT
2.ALL OUTLETS SHALL BE AFCI PROTECTED
3.ALL OUTLETS IN BATHROOM AND KITCHEN SHALL BE GFCI PROTECTED
4.LOCAL ELECTRIC COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR
TO INSTALLATION
5.FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND SERVICE
REQUIREMENT PRIOR TO CONCRETE PLACEMENT
6.SERVICE EQUIPMENT TO BE GROUNDED PER CURRENT C.E.C.
SPECIFICATIONS:
1.USE LUTRON FOR THE FOLLOWING ITEMS:
A.LED RECESSED LIGHTING
B.LED LINEAR LIGHTING
C.SHADING SYSTEMS
D.WHOLE HOME SYSTEMS
E.DIMMERS AND SWITCHES
F.FAN CONTROLS
G.TIMERS
H.IN-WALL SENSORS
I.WALLPLATES AND ACCESSORIES
J.VACANCY SENSORS
TYPE DESCRIPTION NOTES /
REMARKSSYMBOLSPECTYPEDESCRIPTIONNOTES /
REMARKS
LIGHTING FIXTURE SCHEDULE
LED VANITY LIGHT
OUTDOOR LINEAR
WET RECESSED LED
LED WALL SCONE
SYMBOL SPEC
DWELED
PARALLAX LED VANITY
LIGHT18", 3500K
NODES DOUBLE SCONCE
KWL1012BBS
LED, T4, 60W
4" RECESS LED
DOWN LIGHTSLT-1
MUUTO
RIME PENDANT LAMP
Ø 9.8",E12 3000K
ULTRA THIN LED
BUILT-IN UNDER
CABINET INVISIBLE
LIGHT BAR
DC12V, 10W/M, EMITTING
COLOR - WHITE, MILKY
SILICONE COVER
3000K
LT-2
LT-3
LT-4
LT-5
LT-6
LT-7
LT-8
LT-9
LT-10
LT-11
LT-12
LT-13
UCL
OUTDOOR
LED WALL SCONE
COMMERCIAL
OUTDOOR LED SIGN
LIGHTS
LED PENDANT
TRACK LIGHT
4" ADJUSTABLE
RECESSED LED
DOWN LIGHT
SATCO # STC676938
H SERIES 2" LED 120V SMALL
CYLINDER TRACK HEAD
WHITE - 24° 3000K
RAYON
4" LED COMMERCIAL
DOWNLIGHT
#RVC4 - 50° 4000K
RAYON #PRIME 4" LED
ARCHITECTURAL ROUND
FLANGED ACCENT TRIM
ADJUSTABLE - 30° 4000K
4" ADJUSTABLE
RECESSED LED
DOWN LIGHT
RAYON
4" LED COMMERCIAL
DOWNLIGHT
#RBC4-FN 3500K
ELITE
#OLS-R-LED-4 4000K
4"X48"
ARCHITECTURAL LED
RECESSED LINEAR
LED PANDANT
WEST ELM
LINEAR WOOD LED PENDANT
Walnut 42"
16W, 3000K, DIMMABLE
LED PANDANT
HUXE
AFFONSA LED OUTDOOR
WALL LIGHT
3000K
TBD
ALCON LIGHTING
#12100-8-R-CRxx
CONTINUOUS RUN
0.8 INCH 4000K
@RESTROOM @RECEPTION
LT-14 EXIT SIGN
ELITE
ELX-618 (FOR DRYWALL CLG)
OR ELX-608-G-AL-1-CLEAR
CEILING LEGEND
5/8" TYPE 'X' GYPSUM BOARD CEILING WITH
SOUND INSULATION, PAINTED COLOR
(WHITE). DUNN EDWARDS - DEW380, WHITE
EXPOSED CEILING, PAINTED.
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
9'
-
4
"
12
'
-
2
"
3"
9'-
1
0
"
2'-10 1/2"
10'-0"
2'-10 1/2"EQ EQ
3"22'-6"
5'-10"3'-10"EQ EQ EQ EQ ±1'-0"
6'
-
8
"
2'-
1
0
"
6"
2'
-
4
"
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O. BUILDING(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
FABRIC AWNING
+11'-2'
2'-1 1/2"3'-6"(E)7'-11 1/2"1'-9"(E)12'-9 3/4"2'-6"6'-0"4'-9"1'-9"(E)1'-9"(E)3'-9"(E)3'-0"6'-7 1/2"±1'-4 1/2"
2'
-
3
"
6"
4'
-
8
"
2'
-
1
0
"
T.O. BUILDING(REAR)
+15'-0"(E)
3'-
0
"
TO
F
I
N
I
S
H
F
L
R
PROPOSED ADA RAMP
(E) ELECTRICAL PANEL, COVER TO BE
PAINTED TO MATCH WALL COLOR
15
'
-
0
"
1'
-
2
"
16
'
-
2
"
6'
-
1
0
"
10
'
-
0
"
2'
-
3
"
6'
-
1
0
"
6"
T.O. PERAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
T.O. PARAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
8'-
0
"
7'-2"3'-3 1/2"(E)3'-7"(E)12'-6"5'-0"VAR. ±2'-11"11'-0"
1'-
2
"
10
"
1'-0"6"
2'-
0
"
2'-
0
"
9'-
0
"
4"
A4.1
BUILDING
ELEVATIONS /
SECTION
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION(STREET)1
SCALE: 1/4" = 1'-0"
NORTH ELEVATION(REAR)2
5
B
1
A
2
B
6
E
9
B
13
1212
1
A
2
B
3
C
4
D
12
SYMBOL DESCRIPTION DETAIL
KEYNOTES
EXTERIOR FINISHES
1
2
3
4
5
EXTERIOR COLOR
SYMBOL DESCRIPTION DETAIL
A XX
STOREFRONT ALUMINUM FRAMED DOORS & FIXED WINDOWS
B BLACK
C
D
E
6
MAIN STUCCO - SMOOTH FINISH
7
9
FABRIC AWNING
10
11
12
13
ALUMINUM FRAMED FIXED WINDOWS
METAL GUARD RAIL
STAINLESS STEEL DOOR
EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DWG'S.
WALL VENT CAP: SPEEDI-PRODUCTS-J BLOCK VENT HOOD IN
BROWN OR EQUAL
WEATHERED TIMBER
BUILDING ADDRESS LETTERS (SEE SIGN PACKAGE)
BUILDING SIGNAGE LETTERS (SEE SIGN PACKAGE)
EXPOSED AGGREGATE
14
ADA LIFT
15
(E)SKYLIGHT
GREY
PROVIDED
BY GC
WOOD
MULTI-
NATURAL STONE
MULTI - NATURAL WOOD
LAMINATED WOOD PATTERN
F
XX DARK GREY
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#
CPT-1 CARPET / INTERFACE
GENERAL NOTES
1.ALL RECESSED LIGHTS TO BE FURNISHED AND INSTALLED BY GC.
2.ALL OTHER LIGHTINGS (EXTERIOR AND INTERIOR LIGHT FIXTURES) TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
3.ALL DOOR AND CABINET HARDWARES TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
4.INTERIOR DRYWALL FINISH: SMOOTH FINISH.
5.SOLID 58" PLYWOOD BOX FOR ALL CABINETS.
6.SELF CLOSING DRAWER SLIDES & HINGES.
TL-1
PL-1
FLOORING
PT-1 PAINT /
DUNN EDWARS
PAINT
NOTE
PT-3
PT-2
ACCENT WALL RESTROOM
WALL / CEILING
WALL & DOOR CONDITIONS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
CS-1
CASING
CA-1
MILLWORK / CABINETRY
CA-2
CABINET / LAMINATE/
FORMICA OR WILSONART
PRINT AREA/
CONTRACTOR TO
PROVIDE SHOP DWG
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#NOTE
TILE / STONE
TL-1 TILE / ARIZONA TILE RESTROOM
FLOOR / WALL
CS-2
OPEN AIR 414 / SHELL 50CM*50CM
DET627 / EGG SHELL
PAINT /
DUNN EDWARS
PAINT /
DUNN EDWARS
DET648 / EGG SHELL
GL-1 TEMPERED GLASS / BY
ARCADIA INC.
GL-2 WOODGRAIN LAMINATE /
FORMICA OR WILSONART FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
FRAMELESS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
PAINTED MATCH DOOR FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN CS-3 WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR ALSO SEE DR/WIN
SCHEDULES.PER PLAN
PIETRA ITALIA WHITE
TL-2 TILE / FIRECLAY TILE RESTROOM
WALL
CHATEAU / SATIN W/
ENGOBE
SL-1 EXTERIOR METAL DOOR WITH
WOODGRAIN TEXTURE TBD CONTRACTOR TO
PROVIDE SAMPLE
TBD
CT-1 COUTERTOP /
COVERINGS ETC LOUNGEMESTRE CREAM VIF
CT-2 COUNTERTOP / STARON RESTROOMTERRAZZON
BOLOGNA (NT970)VIF
LOUNGE /
CONTRACTOR TO
PROVIDE SHOP DWG
PER
PLAN / ELEV
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-3
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-4
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
FLOATING SHELF /
LAMINATE/ FORMICA
PER
PLAN / ELEV8844-WR
TRIM
ST-1 TILE TRIM / FIRECLAY
TILE
CHATEAU / SATIN W/
ENGOBE
CONTRACTOR TO
PROVIDE SAMPLE
AL-1 ALUMINUM TRIM /
FIRECLAY TILE
CONTRACTOR TO
PROVIDE SAMPLE
BASEBOARD
BB-1 BASEBOARD / BY
CONTRACTOR S4S MDF/ PAINTED CONTRACTOR TO
PROVIDE SAMPLE
PL-2 LAMINATE / FORMICA OR
WILSONART
8844-WR
WHITE 949 / TBD
GR-1 GROUT /
BY CONTRACTOR
GROUT
CONTRACTOR TO
PROVIDE SAMPLE
MISC.
PER ELEV
FM-1 FROSTED GLASS FILM CONTRACTOR TO
PROVIDE SAMPLE
PER ELEV
/ A5.1
MR-1 MIRROR / BY
CONTRACTOR PER ELEV
MR-2 MAKEUP MIRROR / BY
CONTRACTOR PER ELEV
CPT-2 CARPET / INTERFACE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETBDTBD
TL-1 TL-2CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETILE / FIRECLAY TILE24X48
PER ELEV.
SP-1 SPC / WOOD CHIC FLOOR 7.17"X60"CLEANSCAPES /
FRENCH OAK
CONTRACTOR TO
PROVIDE SAMPLE
TILE / ARIZONA TILE PIETRA ITALIA WHITE
24X48
PER ELEV.
TILE / ARIZONA TILE PIETRA ITALIA WHITE 24X48
PER ELEV.
CHATEAU / SATIN W/
ENGOBE
2"X6"
PER ELEV.
2"X6"
PER ELEV.
SCALE: 1/4" = 1'-0"
SECTION S8
PT-1
BB-1
PL-1 PT-1PT-1PT-1
BB-1BB-1
PT-2
SOUND INSULATION
AT WALL AND CEILING, TYP.
19-20
A-7.1
TYP.
5/A7.1
9'-
0
"
T.O. PARAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
T.O. BUILDING(REAR)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
FABRIC AWNING
+11'-2'
11
'
-
4
"
5'-0"
14
'
-
4
"
9'-
8
"
12
'
-
2
"
6 1
/
2
"
3'-0"
5
7'-10"
66'-2"
7'-10"7'-10"7'-10"7'-10"7'-10"7'-10"7'-10"
4"
10
'
-
0
"
1'-
2
"
10
"
8'-
0
"
5'-0"
14
'
-
4
"
TYP. 6 1/2"TYP. 4'-2"
T.O. PARAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
VAR. ±4'-2"
6
1
/
2
"
9'-
8
"
12
'
-
2
"
6 1
/
2
"
T.O. BUILDING(REAR)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
FABRIC AWNING
+11'-2'
11
'
-
2
"
2 1/2"TYP. 8 1/2"TYP. 6 1/2"TYP. 2'-10"TYP. 8 1/2"TYP. 6 1/2"TYP. 2'-10"TYP. 8 1/2"TYP. 6 1/2"TYP. 4'-2"TYP. 8 1/2"TYP. 6 1/2"TYP. 4'-2"TYP. 8 1/2"TYP. 6 1/2"TYP. 4'-2"TYP. 8 1/2"TYP. 6 1/2"TYP. 4'-2"TYP. 8 1/2"3'-0"
5
66'-2"
4"
T.O. PERAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
T.O. PARAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
1'-
2
"
10
"
1'-0"6"
2'-
0
"
1'-
2
"
10
"
1'-0"6"
2'-
0
"
12'-0"5'-0"2'-6"11'-0"VAR.16'-0"
9'-
6
"
9'-
6
"
4"
T.O. PERAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
T.O. PARAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
12'-0"5'-0"2'-6"11'-0"
1'-
2
"
10
"
1'-0"6"
2'-
0
"
1'-
2
"
10
"
1'-0"6"
2'-
0
"
VAR.16'-0"
9'-
0
"
9'-
0
"
4"
A4.2
PROPOSED
BUILDING
SECTIONS
SCALE: 1/4" = 1'-0"
SECTION S3
SCALE: 1/4" = 1'-0"
SECTION S2
SCALE: 1/4" = 1'-0"
SECTION S1
SCALE: 1/4" = 1'-0"
SECTION S4
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
101
LOUNGE
104
OFFICE
119
OFFICE
101
LOUNGE
106
OFFICE
121
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
OFFICE
-
STREET
-
REAR
-
STREET
-
REAR
PT-2 PT-1PT-1 PL-1PL-1
BB-1 BB-1
PL-1PT-2 PT-1PT-1 PL-1PL-1PL-1
BB-1 BB-1
PT-2PT-2PT-2PT-2PT-2PT-2PT-2PT-2
BB-1 BB-1 BB-1 BB-1 BB-1 BB-1 BB-1BB-1
1
A
5
C
5
C
1
APT-1 PL-1
4 TYP.
BY OWNER
GL-1 GL-1 AL-1GL-1 GL-1 GL-1 GL-1 GL-1 GL-1
GL-1
PL-1
TYP. SHADOW GAP
SYMBOL DESCRIPTION DETAIL
KEYNOTES
EXTERIOR FINISHES
1
2
3
4
5
EXTERIOR COLOR
SYMBOL DESCRIPTION DETAIL
A XX
STOREFRONT ALUMINUM FRAMED DOORS & FIXED WINDOWS
B BLACK
C
D
E
6
MAIN STUCCO - SMOOTH FINISH
7
9
FABRIC AWNING
10
11
12
13
ALUMINUM FRAMED FIXED WINDOWS
METAL GUARD RAIL
STAINLESS STEEL DOOR
EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DWG'S.
WALL VENT CAP: SPEEDI-PRODUCTS-J BLOCK VENT HOOD IN
BROWN OR EQUAL
WEATHERED TIMBER
BUILDING ADDRESS LETTERS (SEE SIGN PACKAGE)
BUILDING SIGNAGE LETTERS (SEE SIGN PACKAGE)
EXPOSED AGGREGATE
14
ADA LIFT
15
(E)SKYLIGHT
GREY
PROVIDED
BY GC
WOOD
MULTI-
NATURAL STONE
MULTI - NATURAL WOOD
LAMINATED WOOD PATTERN
F
XX DARK GREY
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#
CPT-1 CARPET / INTERFACE
GENERAL NOTES
1.ALL RECESSED LIGHTS TO BE FURNISHED AND INSTALLED BY GC.
2.ALL OTHER LIGHTINGS (EXTERIOR AND INTERIOR LIGHT FIXTURES) TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
3.ALL DOOR AND CABINET HARDWARES TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
4.INTERIOR DRYWALL FINISH: SMOOTH FINISH.
5.SOLID 58" PLYWOOD BOX FOR ALL CABINETS.
6.SELF CLOSING DRAWER SLIDES & HINGES.
TL-1
PL-1
FLOORING
PT-1 PAINT /
DUNN EDWARS
PAINT
NOTE
PT-3
PT-2
ACCENT WALL RESTROOM
WALL / CEILING
WALL & DOOR CONDITIONS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
CS-1
CASING
CA-1
MILLWORK / CABINETRY
CA-2
CABINET / LAMINATE/
FORMICA OR WILSONART
PRINT AREA/
CONTRACTOR TO
PROVIDE SHOP DWG
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#NOTE
TILE / STONE
TL-1 TILE / ARIZONA TILE RESTROOM
FLOOR / WALL
CS-2
OPEN AIR 414 / SHELL 50CM*50CM
DET627 / EGG SHELL
PAINT /
DUNN EDWARS
PAINT /
DUNN EDWARS
DET648 / EGG SHELL
GL-1 TEMPERED GLASS / BY
ARCADIA INC.
GL-2 WOODGRAIN LAMINATE /
FORMICA OR WILSONART FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
FRAMELESS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
PAINTED MATCH DOOR FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN CS-3 WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR ALSO SEE DR/WIN
SCHEDULES.PER PLAN
PIETRA ITALIA WHITE
TL-2 TILE / FIRECLAY TILE RESTROOM
WALL
CHATEAU / SATIN W/
ENGOBE
SL-1 EXTERIOR METAL DOOR WITH
WOODGRAIN TEXTURE TBD CONTRACTOR TO
PROVIDE SAMPLE
TBD
CT-1 COUTERTOP /
COVERINGS ETC LOUNGEMESTRE CREAM VIF
CT-2 COUNTERTOP / STARON RESTROOMTERRAZZON
BOLOGNA (NT970)VIF
LOUNGE /
CONTRACTOR TO
PROVIDE SHOP DWG
PER
PLAN / ELEV
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-3
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-4
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
FLOATING SHELF /
LAMINATE/ FORMICA
PER
PLAN / ELEV8844-WR
TRIM
ST-1 TILE TRIM / FIRECLAY
TILE
CHATEAU / SATIN W/
ENGOBE
CONTRACTOR TO
PROVIDE SAMPLE
AL-1 ALUMINUM TRIM /
FIRECLAY TILE
CONTRACTOR TO
PROVIDE SAMPLE
BASEBOARD
BB-1 BASEBOARD / BY
CONTRACTOR S4S MDF/ PAINTED CONTRACTOR TO
PROVIDE SAMPLE
PL-2 LAMINATE / FORMICA OR
WILSONART
8844-WR
WHITE 949 / TBD
GR-1 GROUT /
BY CONTRACTOR
GROUT
CONTRACTOR TO
PROVIDE SAMPLE
MISC.
PER ELEV
FM-1 FROSTED GLASS FILM CONTRACTOR TO
PROVIDE SAMPLE
PER ELEV
/ A5.1
MR-1 MIRROR / BY
CONTRACTOR PER ELEV
MR-2 MAKEUP MIRROR / BY
CONTRACTOR PER ELEV
CPT-2 CARPET / INTERFACE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETBDTBD
TL-1 TL-2CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETILE / FIRECLAY TILE24X48
PER ELEV.
SP-1 SPC / WOOD CHIC FLOOR 7.17"X60"CLEANSCAPES /
FRENCH OAK
CONTRACTOR TO
PROVIDE SAMPLE
TILE / ARIZONA TILE PIETRA ITALIA WHITE
24X48
PER ELEV.
TILE / ARIZONA TILE PIETRA ITALIA WHITE 24X48
PER ELEV.
CHATEAU / SATIN W/
ENGOBE
2"X6"
PER ELEV.
2"X6"
PER ELEV.
CONDENSER
UNIT BEHIND
CONDENSER
UNIT BEHIND
SOUND INSULATION
AT WALL AND CEILING, TYP.
SOUND INSULATION
AT WALL AND CEILING, TYP.
SOUND INSULATION
AT WALL AND CEILING,
TYP.
SOUND INSULATION
AT WALL AND CEILING, TYP.
25-26
A-7.1 TYP.
19-20
A-7.1
TYP.
UC
BEV
REF
KITCHEN SINK FAUCETCRUEK-22972
OPEN TO
RESTROOM
OPEN TO
HALLWAY
OPEN TO
HALLWAY
T.O. PERAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
T.O. BUILDING(REAR)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
FABRIC AWNING
+11'-2'
6'-0"6"6"
4'-6"
3'-0"3'-1 1/2"
12'-10 1/2"
TYP. 3'-10"
TYP. 6 1/2"
TYP. 3'-10"
TYP. 6 1/2"TYP. 8 1/2"TYP. 8 1/2"
6"
7'-2"
EQ EQ EQ EQ EQ EQ
8'-
0
"
5'-0"
3'-
0
"
2'-
1
0
"
2'-
2
"
1'-6"2'-5"EQ EQ EQ EQ 3"1'-8"
10
'
-
0
"
2'-
2
"
2'-
1
0
"
2'-
0
"
10
"
2"
EQ EQ EQ EQ EQ EQ EQ EQ
2'-
0
"
10'-4"
5'-0"
4"
T.O. PARAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
OPEN TO
LOUNGE
OPEN TO
HALLWAY
T.O. BUILDING(REAR)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
FABRIC AWNING
+11'-2'
8'-
0
"
5'-0"
14
'
-
4
"
11
'
-
2
"
9'-
8
"
12
'
-
2
"
6
1
/
2
"
3'-0"
5
5'-0"7'-2"7'-7"7'-7"16'-6"±20'-4"
66'-2"
4"
T.O. PERAPET(STREET)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
AWNING
+11'-2'
T.O. BUILDING(REAR)
+19'-6"(E)
1ST FLOOR FINISH
+0'-0"
MEZZ FLOOR FINISH
+9'-3"(E)
FABRIC AWNING
+11'-2'
TYP. 8 1/2"
TYP. 3'-0"
TYP. 6 1/2"TYP. 8 1/2"
TYP. 3'-0"
TYP. 6 1/2"TYP. 8 1/2"
TYP. 3'-0"
TYP. 6 1/2"TYP. 8 1/2"
TYP. 3'-0"
TYP. 6 1/2"TYP. 8 1/2"
TYP. 3'-0"
TYP. 6 1/2"
2'-11"8 1/2"9"
7 1/2"2 1/2"
8'-1"(E)4'-11"
4"
A4.3
BUILDING
SECTIONS
SCALE: 1/4" = 1'-0"
SECTION S6
SCALE: 1/4" = 1'-0"
SECTION S5
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
SCALE: 1/4" = 1'-0"
SECTION S7
112
PRINT
113
HALLWAY 1
101
LOUNGE
114
UNISEX
116
OFFICE
117
OFFICE
102
CONFERENCE
101
LOUNGE
1
A
5
C PT-3
BB-1 BB-1TL-2 GL-1PT-2 PT-2 PL-1
PL-2 CT-1PL-1 PL-1 PL-1GL-1
4 TYP.
BY OWNER TYP. SHADOW GAP
PT-2PT-1 PT-3
TL-2
PL-1
PL-2
PT-2 PT-2
4 TYP.
BY OWNER
PL-2
PL-2
PL-1 1
A
5
CPT-1
AL-1
GL-1 GL-1
13
9
C
14
14
SYMBOL DESCRIPTION DETAIL
KEYNOTES
EXTERIOR FINISHES
1
2
3
4
5
EXTERIOR COLOR
SYMBOL DESCRIPTION DETAIL
A XX
STOREFRONT ALUMINUM FRAMED DOORS & FIXED WINDOWS
B BLACK
C
D
E
6
MAIN STUCCO - SMOOTH FINISH
7
9
FABRIC AWNING
10
11
12
13
ALUMINUM FRAMED FIXED WINDOWS
METAL GUARD RAIL
STAINLESS STEEL DOOR
EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DWG'S.
WALL VENT CAP: SPEEDI-PRODUCTS-J BLOCK VENT HOOD IN
BROWN OR EQUAL
WEATHERED TIMBER
BUILDING ADDRESS LETTERS (SEE SIGN PACKAGE)
BUILDING SIGNAGE LETTERS (SEE SIGN PACKAGE)
EXPOSED AGGREGATE
14
ADA LIFT
15
(E)SKYLIGHT
GREY
PROVIDED
BY GC
WOOD
MULTI-
NATURAL STONE
MULTI - NATURAL WOOD
LAMINATED WOOD PATTERN
F
XX DARK GREY
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#
CPT-1 CARPET / INTERFACE
GENERAL NOTES
1.ALL RECESSED LIGHTS TO BE FURNISHED AND INSTALLED BY GC.
2.ALL OTHER LIGHTINGS (EXTERIOR AND INTERIOR LIGHT FIXTURES) TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
3.ALL DOOR AND CABINET HARDWARES TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
4.INTERIOR DRYWALL FINISH: SMOOTH FINISH.
5.SOLID 58" PLYWOOD BOX FOR ALL CABINETS.
6.SELF CLOSING DRAWER SLIDES & HINGES.
TL-1
PL-1
FLOORING
PT-1 PAINT /
DUNN EDWARS
PAINT
NOTE
PT-3
PT-2
ACCENT WALL RESTROOM
WALL / CEILING
WALL & DOOR CONDITIONS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
CS-1
CASING
CA-1
MILLWORK / CABINETRY
CA-2
CABINET / LAMINATE/
FORMICA OR WILSONART
PRINT AREA/
CONTRACTOR TO
PROVIDE SHOP DWG
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#NOTE
TILE / STONE
TL-1 TILE / ARIZONA TILE RESTROOM
FLOOR / WALL
CS-2
OPEN AIR 414 / SHELL 50CM*50CM
DET627 / EGG SHELL
PAINT /
DUNN EDWARS
PAINT /
DUNN EDWARS
DET648 / EGG SHELL
GL-1 TEMPERED GLASS / BY
ARCADIA INC.
GL-2 WOODGRAIN LAMINATE /
FORMICA OR WILSONART FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
FRAMELESS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
PAINTED MATCH DOOR FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN CS-3 WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR ALSO SEE DR/WIN
SCHEDULES.PER PLAN
PIETRA ITALIA WHITE
TL-2 TILE / FIRECLAY TILE RESTROOM
WALL
CHATEAU / SATIN W/
ENGOBE
SL-1 EXTERIOR METAL DOOR WITH
WOODGRAIN TEXTURE TBD CONTRACTOR TO
PROVIDE SAMPLE
TBD
CT-1 COUTERTOP /
COVERINGS ETC LOUNGEMESTRE CREAM VIF
CT-2 COUNTERTOP / STARON RESTROOMTERRAZZON
BOLOGNA (NT970)VIF
LOUNGE /
CONTRACTOR TO
PROVIDE SHOP DWG
PER
PLAN / ELEV
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-3
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-4
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
FLOATING SHELF /
LAMINATE/ FORMICA
PER
PLAN / ELEV8844-WR
TRIM
ST-1 TILE TRIM / FIRECLAY
TILE
CHATEAU / SATIN W/
ENGOBE
CONTRACTOR TO
PROVIDE SAMPLE
AL-1 ALUMINUM TRIM /
FIRECLAY TILE
CONTRACTOR TO
PROVIDE SAMPLE
BASEBOARD
BB-1 BASEBOARD / BY
CONTRACTOR S4S MDF/ PAINTED CONTRACTOR TO
PROVIDE SAMPLE
PL-2 LAMINATE / FORMICA OR
WILSONART
8844-WR
WHITE 949 / TBD
GR-1 GROUT /
BY CONTRACTOR
GROUT
CONTRACTOR TO
PROVIDE SAMPLE
MISC.
PER ELEV
FM-1 FROSTED GLASS FILM CONTRACTOR TO
PROVIDE SAMPLE
PER ELEV
/ A5.1
MR-1 MIRROR / BY
CONTRACTOR PER ELEV
MR-2 MAKEUP MIRROR / BY
CONTRACTOR PER ELEV
CPT-2 CARPET / INTERFACE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETBDTBD
TL-1 TL-2CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETILE / FIRECLAY TILE24X48
PER ELEV.
SP-1 SPC / WOOD CHIC FLOOR 7.17"X60"CLEANSCAPES /
FRENCH OAK
CONTRACTOR TO
PROVIDE SAMPLE
TILE / ARIZONA TILE PIETRA ITALIA WHITE
24X48
PER ELEV.
TILE / ARIZONA TILE PIETRA ITALIA WHITE 24X48
PER ELEV.
CHATEAU / SATIN W/
ENGOBE
2"X6"
PER ELEV.
2"X6"
PER ELEV.
CONDENSER
UNIT BEHIND
SOUND INSULATION
AT WALL AND CEILING, TYP.1-4
A-7.1
CONTRACTOR PROVIDE
SHOW DRAWING
25-26
A-7.1
TYP.
3'
-
4
"
2'
-
1
0
"
3'
-
4
"
8'
-
0
"
EQ
4"
EQ
2'-3"±3"
8'
-
0
"
2'
-
1
0
"
3'
-
4
"
2'-0"1'-0"5"
4'-0"± 3'-9"
8'
-
0
"
3'
-
4
"
3'-
1
1
"
2'
-
5
"
3'
-
4
"
3'-
1
1
"
2'
-
5
"
2'-0"EQ EQ
8'
-
0
"
5'
-
0
"
3'-5"± 2'-6"
8'
-
0
"
3'-
4
"
3'-
1
1
"
1'-0"
3'-11"±4"
3'-
4
"
40
"
M
A
X
.
W
H
E
N
M
O
U
N
T
E
D
OV
E
R
C
O
U
N
T
E
R
O
R
L
A
V
.
EQ
± 2'-9"
EQ
8'
-
0
"
5'
-
8
"
4"
7"
4'-5"
PLUMBEREX, PRO-EXTREME SERIES
X4333 KIT INCLUDES: P-TRAP COVER,
TWO (2) SUPPLY COVERS
9"
MI
N
.
27
"
MI
N
.
29
"
MI
N
.
34
"
MA
X
2'-
9
"
(
3
3
"
-
3
6
"
)
T.
O
.
G
R
I
P
P
I
N
G
O
F
S
U
R
F
A
C
E
8'
-
0
"
3'-
4
"
6"2'-0"5"
4'-0"± 3'-3"
34
"
M
A
X
.
40
"
M
A
X
.
W
H
E
N
M
O
U
N
T
E
D
OV
E
R
C
O
U
N
T
E
R
O
R
L
A
V
.
PLUMBEREX, PRO-EXTREME SERIES
X4333 KIT INCLUDES: P-TRAP COVER,
TWO (2) SUPPLY COVERS
6"
MAX.36" MIN.
12"
MIN.8'
-
0
"
2'
-
2
"
3'-
4
"
24" MIN.
48" MIN. CLR. TO ADJ. WALL
7"-9"
48"
54" MIN
42" MIN.
12"
MAX.
UPUP
7'-2"
7'
-
3
"
Ø5'
-
0
"
1'-0"3'-6"1'-5"1'-3"
1'
-
6
"
3'
-
5
"
℄
6"
1'
-
0
"
2'
-
0
"
2'
-
3
"
1'
-
6
"
1'
-
0
"
1'-3"
9
3
/
4
"
℄
℄
℄
℄
1'-4"2'-2"℄
7'
-
9
"
5'-0"
SCALE:G115 RESTROOM ELEVATION
1/2" = 1'-0"
A5.1
RESTROOM
ENLARGE
PLAN
ELEVATION
SCALE:H115 RESTROOM ELEVATION
1/2" = 1'-0"SCALE:F115 RESTROOM ELEVATION
1/2" = 1'-0"SCALE:E115 RESTROOM ELEVATION
1/2" = 1'-0"
F.F.
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
F.F.F.F.F.F.
SCALE:C114 ADA RESTROOM ELEVATION
1/2" = 1'-0"SCALE:D114 ADA RESTROOM ELEVATION
1/2" = 1'-0"SCALE:B114 ADA RESTROOM ELEVATION
1/2" = 1'-0"SCALE:A114 ADA RESTROOM ELEVATION
1/2" = 1'-0"
F.F.F.F.F.F.F.F.
SCALE:2114 ADA UNISEX RESTROOM FLOOR PLAN
1/2" = 1'-0"
SCALE:1115 UNISEX RESTROOM FLOOR PLAN
1/2" = 1'-0"
-
A5.1
E
F
G
H
-
A5.1
A
B
C
D
114
UNISEX
114
UNISEX
114
UNISEX
114
UNISEX
1524
25
20
20
17
22 23
18
19115
UNISEX
114
UNISEX
212223
25
20
18
19
16
21
24
26
14
115
UNISEX
115
UNISEX
115
UNISEX
115
UNISEX
MAKEUP
MIRROR
PT-3TL-2 ST-1
TL-1ST-1
PT-3
TL-2ST-1
PT-3 PL-2 PT-3
SS-1 TL-2ST-1
PT-3 PT-3 PT-3 PT-3
TL-2ST-1TL-2ST-1TL-1ST-1CT-1CT-1TL-2ST-1 PL-1
MR-1
MR-1
MR-1 FM-1
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#
CPT-1 CARPET / INTERFACE
GENERAL NOTES
1.ALL RECESSED LIGHTS TO BE FURNISHED AND INSTALLED BY GC.
2.ALL OTHER LIGHTINGS (EXTERIOR AND INTERIOR LIGHT FIXTURES) TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
3.ALL DOOR AND CABINET HARDWARES TO BE FURNISHED BY OWNER AND INSTALLED BY GC.
4.INTERIOR DRYWALL FINISH: SMOOTH FINISH.
5.SOLID 58" PLYWOOD BOX FOR ALL CABINETS.
6.SELF CLOSING DRAWER SLIDES & HINGES.
TL-1
PL-1
FLOORING
PT-1 PAINT /
DUNN EDWARS
PAINT
NOTE
PT-3
PT-2
ACCENT WALL RESTROOM
WALL / CEILING
WALL & DOOR CONDITIONS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
CS-1
CASING
CA-1
MILLWORK / CABINETRY
CA-2
CABINET / LAMINATE/
FORMICA OR WILSONART
PRINT AREA/
CONTRACTOR TO
PROVIDE SHOP DWG
MATERIAL SPECIFICATIONS
TYPE / MANUFACTURER MODEL / FINISH SIZE#TYPE / MANUFACTURER MODEL / FINISH SIZE NOTE#NOTE
TILE / STONE
TL-1 TILE / ARIZONA TILE RESTROOM
FLOOR / WALL
CS-2
OPEN AIR 414 / SHELL 50CM*50CM
DET627 / EGG SHELL
PAINT /
DUNN EDWARS
PAINT /
DUNN EDWARS
DET648 / EGG SHELL
GL-1 TEMPERED GLASS / BY
ARCADIA INC.
GL-2 WOODGRAIN LAMINATE /
FORMICA OR WILSONART FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
ALSO SEE DR/WIN
SCHEDULES.PER PLAN
FRAMELESS
WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR
PAINTED MATCH DOOR FRAME
ALSO SEE DR/WIN
SCHEDULES.PER PLAN CS-3 WOODGRAIN LAMINATE /
FORMICA OR WILSONART 8844-WR ALSO SEE DR/WIN
SCHEDULES.PER PLAN
PIETRA ITALIA WHITE
TL-2 TILE / FIRECLAY TILE RESTROOM
WALL
CHATEAU / SATIN W/
ENGOBE
SL-1 EXTERIOR METAL DOOR WITH
WOODGRAIN TEXTURE TBD CONTRACTOR TO
PROVIDE SAMPLE
TBD
CT-1 COUTERTOP /
COVERINGS ETC LOUNGEMESTRE CREAM VIF
CT-2 COUNTERTOP / STARON RESTROOMTERRAZZON
BOLOGNA (NT970)VIF
LOUNGE /
CONTRACTOR TO
PROVIDE SHOP DWG
PER
PLAN / ELEV
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-3
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
CABINET / LAMINATE/
FORMICA OR WILSONART WHITE 949 / TBD PER
PLAN / ELEV
CA-4
RESTROOM/
CONTRACTOR TO
PROVIDE SHOP DWG
FLOATING SHELF /
LAMINATE/ FORMICA
PER
PLAN / ELEV8844-WR
TRIM
ST-1 TILE TRIM / FIRECLAY
TILE
CHATEAU / SATIN W/
ENGOBE
CONTRACTOR TO
PROVIDE SAMPLE
AL-1 ALUMINUM TRIM /
FIRECLAY TILE
CONTRACTOR TO
PROVIDE SAMPLE
BASEBOARD
BB-1 BASEBOARD / BY
CONTRACTOR S4S MDF/ PAINTED CONTRACTOR TO
PROVIDE SAMPLE
PL-2 LAMINATE / FORMICA OR
WILSONART
8844-WR
WHITE 949 / TBD
GR-1 GROUT /
BY CONTRACTOR
GROUT
CONTRACTOR TO
PROVIDE SAMPLE
MISC.
PER ELEV
FM-1 FROSTED GLASS FILM CONTRACTOR TO
PROVIDE SAMPLE
PER ELEV
/ A5.1
MR-1 MIRROR / BY
CONTRACTOR PER ELEV
MR-2 MAKEUP MIRROR / BY
CONTRACTOR PER ELEV
CPT-2 CARPET / INTERFACE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETBDTBD
TL-1 TL-2CONTRACTOR TO
PROVIDE SAMPLE
CONTRACTOR TO
PROVIDE SAMPLETILE / FIRECLAY TILE24X48
PER ELEV.
SP-1 SPC / WOOD CHIC FLOOR 7.17"X60"CLEANSCAPES /
FRENCH OAK
CONTRACTOR TO
PROVIDE SAMPLE
TILE / ARIZONA TILE PIETRA ITALIA WHITE
24X48
PER ELEV.
TILE / ARIZONA TILE PIETRA ITALIA WHITE 24X48
PER ELEV.
CHATEAU / SATIN W/
ENGOBE
2"X6"
PER ELEV.
2"X6"
PER ELEV.
ELECTRICAL PANEL 200 AMPS. KEEP 3 FEET CLEAR FROM FACE OF
ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION
TV WALL
UNDER COUNTER REFRIGERATOR
SYMBOL DESCRIPTION
1
2
3
4
5
6
7
8
9
10
11
12
DISHWAHSER
COUNTERTOP
ACCESS CONTROL
DOUBLE SINK WITH GARBAGE DISPOSAL
ELECTRICAL TANKLESS WATER HEATER IN CEILING
OR IN CABINET
CABINETS
ALUMINUM / GLASS STOREFRONT
EXTERIOR 1 HOUR WALL:
INTERIOR PARTITION WALL
13
14
15
16
UPPER CABINET STORAGE
ADA VANITY SINK
VANITY SINK
ADA TOILET
SYMBOL DESCRIPTION
COAT HOOKS25
26 CABINET
TOILET
GRAB BAR
16
17
18
19
20
21
22
23
24
ADA TOILET
FAUCET
SOAP DISPENSER
MIRROR
TOILET PAPER HOLDER
TOILET COVER PAPER DISPENSER
PAPER TOWEL DISPENSER
KEYNOTES
INSTANT HOT WATER HEATER35
35
35
DOOR TYPE
T TEMPERED GLASS
IGU, STC 30, TYP.
F.F.
W
H
A
F.F.
H
T T T T
CB
WW
H
F.F.F.F.
W
H
D E
W
H
F.F.F.F.
8'
-
0
"
PER SCHEDULE
WINDOW TYPE A
T
T TEMPERED GLASS IGU,
STC 30, TYP.
B
T T
6"
9'
-
4
"
9'
-
1
0
"
,
V
.
I
.
F
.
PER SCHEDULE
F.F.
7'-
2
"
2'
-
3
"
V
.
I
.
F
.
(E) PER SCHEDULE
(E
)
4
'
-
1
1
"
C
8'
-
0
"
14
"
,
V.
I
.
F
.
PER SCHEDULE
7'
-
2
"
D
EXTERIOR F.F.
INTERIOR F.F.
8'
-
0
"
6"
6'
-
8
"
9'
-
5
1
/
2
"
PER SCHEDULE
A.1
T
8'
-
0
"
PER SCHEDULE
D.1
14
"
,
V.
I
.
F
.
A6.0
DOOR / WINDOW
SCHEDULES
GENERAL NOTES
A. EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT.
B. NOT USED.
C. ALL REMOVED (DEMOLISHED) DOORS TO BE RE-USED OR RELOCATED WHEN
POSSIBLE. SEE PLAN FOR RELOCATION NOTES. STORE ALL DOORS WITH
FRAMES, TRIM AND HARDWARE UNTIL COMPLETION OF THE WORK..
D. A EXIT DOOR(S) SHALL BE A MIN. OF 3'-0" X 7'-0" WITH A MINIMUM SWING OF
NINETY (90) DEGRESS. WIDTH & HEIGHT OF REQUIRED EXIT DOORWAYS TO
COMPLY WITH C.B.C. 1003.3.1 AND 1005.1.
E. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING DOOR FRAME UNITS,
SCHEDULED FOR NEW DOORS, LOUVRES, PANELS ETC.
F. ALL NEW DOOR FRAMES TO BE BY 'TIMELY', FINISH AND COLOR TO MATCH
EXISTING WITH SQUARE-EDGED TRIM (NOT TAPERED).
G. PAINT ALL FRAMES, UNLESS OTHERWISE NOTED.
H.IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL
BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR
WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75MM) FROM
THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.
J.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS (38N) FOR
EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT
RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR
FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS
MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE
REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO
THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY,
NOT TO EXCEED 15 POUNDS (66.72N), PER SECTION 1133B.2.5
K. NOT USED.
L.BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER
BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE
STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON CENTERS IN EACH CELL WITH
2/10 INCH (5.08 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM
OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. ALL SIGNS AND
IDENTIFICATION SHALL COMPLY WITH TITLE 24, SECTION 1117B.5-1117B.5.10
M.PROVIDE ROOM SIGNS FOR ALL ROOMS. SEE INTERIOR SIGN PROGRAM BY
OTHERS.
N.PROVIDE PANIC HARDWARE AT (E) EXTERIOR DOOR . SEE A0.6
O.UNDERCUT DOORS ONLY AS REQUIRED PER MECHANICAL PLANS, OR AS
OTHERWISE NOTED.
DOOR ABBREVIATIONS
AL ALUMINUM
AN ANODIZED
CL CHAIN LINK
CS LEAR SEALED
CTG CLEAR TEMPERED GLASS
(E)EXISTING
FF FACTORY FINISH
FL FIRELITE GLASS
FRP FIBERGLASS REINFORCED POLYESTER
GA GALVANIZED
HC HOLLOW CORE
HF HOLLOW METAL SLIDING FOLDING
HM HOLLOW METAL STEEL
LG LEADED GLASS
(N)NEW
NR NON RATED
PT PAINT
PC POWDER COATED
PG PAINT GRADE WOOD
PH PANIC HARDWARE
PL PLASTIC LAMINATE
PO POLISHED PLATE GLASS
R REUSE / RELOCATE
SC SOLID CORE
SG STAIN GRADE WOOD
ST STEEL
SST STAINLESS STEEL
TG TEMPERED GLASS
V VINYL
WD WOOD
WI WROUGHT IRON
WG WIRE GLASS
NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
Xref .\230601-Camarillo_TB 30X42.dwg
DOOR SCHEDULE
3'-0"
NU
M
B
E
R
WIDTH HEIGHTTY
P
E
THICK-
NESS
8'-0"1-3/4"A
A
SIZE
MATERIAL FINISH
DOOR DOOR FRAME
FIRE
RATING REMARKS
A
1-3/4"12'-6"
ROOM NAME
OFFICE
MEETING ROOM 8'-0""
GENERAL NOTES
A.PROVIDE TEMPERED GLAZING PER CBC 2406.4:
1.1.WITHIN 24" OF A DOORWAY AND LESS THAN 60" ABOVE A WALKWAY SHALL
BE SAFETY GLAZING.
1.2.WITHIN 60" VERTICALLY AND 36" HORIZONTALLY OF STAIRWAYS AND
LANDINGS.
1.3.ALL GLAZING LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR AND WITHIN
60" HORIZONTALLY FROM FIXTURE'S WATER EDGE.
B.MAXIMUM REACH FOR WINDOW LOCKS ALLOWED FOR A PARALLEL APPROACH IS
54".
C.CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING WINDOW FRAME UNITS,
SCHEDULED FOR NEW WINDOWS, LOUVRES, PANELS ETC.
D.ALL GLAZING (FENESTRATIONS) SHALL BE INSTALLED WITH A CERTIFYING LABEL
ATTACHED, SHOWING THE 'U' VALUE AND STC REQUIREMENTS AS STATED IN
TITLE 24 ENERGY SHEETS AND ACOUSTICAL REPORTS U.O.N.
E.ALL GLAZING TO BE STC-30 PER ACOUSTIC REPORT U.O.N.
ABBREVIATIONS
AL ALUMINUM
AN ANODIZED
CL CHAIN LINK
CS LEAR SEALED
CTG CLEAR TEMPERED GLASS
(E)EXISTING
FF FACTORY FINISH
FL FIRELITE GLASS
FRP FIBERGLASS REINFORCED POLYESTER
GA GALVANIZED
HC HOLLOW CORE
HF HOLLOW METAL SLIDING FOLDING
HM HOLLOW METAL STEEL
LG LEADED GLASS
(N)NEW
NR NON RATED
PT PAINT
PC POWDER COATED
PG PAINT GRADE WOOD
PH PANIC HARDWARE
PL PLASTIC LAMINATE
PO POLISHED PLATE GLASS
R REUSE / RELOCATE
SC SOLID CORE
SG STAIN GRADE WOOD
ST STEEL
SST STAINLESS STEEL
TG TEMPERED GLASS
V VINYL
WD WOOD
WI WROUGHT IRON
WG WIRE GLASS
WINDOW SCHEDULE
WINDOW
NUMBER WIDTH HEIGHTTY
P
E
HEAD
HEIGHT
DIMENSIONS
X
22'-8"
REMARK
10'-3"
MATERIAL FINISH DESCRIPTION DETAIL
SC WD PT
AL/CGL SOLID CORE, FLUSH
HINGES TO MATCH COLOR OF DOOR PULL
HINGES TO MATCH COLOR OF DOOR PULL
A
A
4'-0"
9'-4"
10'-0"
8'-0"
9'-10"
8'-5"
8'-0"
COMMENTS
FIXED
FIXED
FIXED
WINDOW FRAME SPECS DETAILS
WINDOW
MATERIAL
WINDOW
FINISH
FRAME
MATERIAL
FRAME
FINISH
STC
RATING
HARDWARE
GROUP HEAD JAMB SILL
AL FF STC30 2/A6.0
DOOR FRAME
STC
RATING
STC30
STC30
STC30
STC30
FF
2/A6.0
2/A6.0
2/A6.0
2/A6.0
2/A6.0
1/A6.0
1/A6.0
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
104A
105A
106A
107A
108A
109A
111A
124A
123A
122A
121A
120A
119A
125A
126A
114A
115A
113A
101A
102A
117A
116A
110A
ENTRY
UNISEX RESTROOM
UNISEX RESTROOM
STORAGE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
B
B
A
E
C
A
A
A
A
A
A
A
A
A
A
A
A
A
A
HINGES TO MATCH COLOR OF DOOR PULL1/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC PL WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT SINGLE CYLINDER DOOR PULL / DEADBOLT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
3'-0"8'-0"1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0
FF AL
HM/CGL HM FFFF/PL6-0"8'-0"1-3/4"
3'-0"7'-0"1-3/4"
2'-6"7'-0"1-3/4"
105.1
106.1
107.1
108.1
109.1
110.1
111.1
124.1
123.1
122.1
121.1
120.1
119.1
102.2
102.1
125.1
101.1
119.2
113.3
113.2
113.1
111.2
126.1
115.1
117.1
116.1
104.1
B
B
C
C
D OBSCURE
GLASS
D
C
A.1
A
A
A
A
A
A
A
A
A
A.1
A
A
A
A
A
A
10'-0"9'-4"9'-10"FIXED AL FF STC30 2/A6.0 2/A6.0CTG
CTG
CTG
ENTRY D FFFFAL/CGL3'-0"8'-0"1-3/4"AL STC30 SWING CLEAR HIGNES, PH, DR CLOSER, DR
STOP, MAGNETIC HOLD OPEN
STC30
HINGES TO MATCH COLOR OF DOOR PULL1/A6.0
CTG AL (FRAMELESS)FF
D.1 2'-6"8'-0"8'-5"FIXED CTG AL FF STC30 2/A6.0 2/A6.0
3'-6"4'-11"8'-0"FIXED CTG AL FF STC30 2/A6.0 2/A6.0
1'-9"6'-8"8'-0"FIXED CTG AL FF STC30 2/A6.0 2/A6.0
1'-9"6'-8"8'-0"FIXED CTG AL FF STC30 2/A6.0 2/A6.0
1'-9"6'-8"8'-0"FIXED CTG AL FF STC30 2/A6.0 2/A6.0
3'-9"4'-11"8'-0"FIXED CTG AL FF STC30 2/A6.0 2/A6.0
REPLACE (E) WINDOW
REPLACE (E) WINDOW
AL/
AL (FRAMELESS)FF
1'-0"10'-0"8'-5"FIXED STC30 2/A6.0 2/A6.0CTGALFF
12'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
3'-10"8'-0"8'-0"FIXED STC30 2/A6.0 2/A6.0CTGAL (FRAMELESS)FF
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
SC
SC
AL
AL
FF
FF
STC30
STC30 3 HINGES, PUSH/PULL HDWR, DR CLOSER, DR
STOP, S.S. KICK PLATE
SWING CLEAR HIGNES, PH, DR CLOSER, DR
STOP, MAGNETIC HOLD OPEN
3 HINGES, PUSH/PULL HDWR, DR CLOSER, DR
STOP, S.S. KICK PLATE, ADA SIGN
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
1/A6.0
1/A6.0
1/A6.0
HINGES TO MATCH COLOR OF DOOR PULL
HINGES TO MATCH COLOR OF DOOR PULL
HINGES TO MATCH COLOR OF DOOR PULL
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
3'-4"
3'-4"
OFFICE 3'-0"8'-0"1-3/4"SC WD PT STC30PL 3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
118A (E)STORAGE @ HALLWAY2 A 1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0PL3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP(E)WIDTH (E)HEIGHT
3 HINGES SINGLE CYLINDER DOOR PULL /
DEADBOLT/DR STOP
118B STORAGE @ HALLWAY2 A 1-3/4"SC WD PT HINGES TO MATCH COLOR OF DOOR PULLSTC301/A6.0PL2'-4"7'-0"
GRAB BAR BRACKET
TYPE A3 6" DEEP LEG TRACK
1 1/2" OUTSIDE DIAMETER
STAINLESS STEEL GRAB BAR
(3) 1/4" - 20 X 1 1/2" FLAT HEAD
STAINLESS STEEL SMS INTO
BACKING PLATE
NOTE:
PREDRILL HOLES THRU
CERAMIC TILE
METAL SPACERS
CERAMIC TILE THIN-SET ON WATER
RESISTANT GYPSUM BOARD,SEE
SCHEDULE FOR TYPES
WALL MEMBRANE (SHOWN DASHED)
METAL STUD
SECTION
PLAN
3 #12 MACHINE SCREWS
GRAB BAR BRACKET
1 1/2"
3"
33
"
A
B
O
V
E
FI
N
I
S
H
E
D
F
L
O
O
R
1/
2
"
M
A
X
.
10
"
DOOR, SEE
SCHEDULE
ALUMINUM
DOOR JAMB
DOOR SWEEP,
SEE SPEC'S.
EDGE OF CONC.
& HARDWARE
SCHEDULE
FLOOR SLAB
THRESHOLD
ALUMINUM
JOINT FILLER
1/2" PRE-MOULDED EXP.
1 2"
MA
X
.
1
2
GROUT FILL
DOOR STOP
BEYOND
2% SLOPE
1 4"
11
2"
SCALE:11 STOREFRONT DOOR THRESHOLD
3"=1'-0"
412"
13
4"
SCALE:12
STOREFRONT DOOR JAMB
3"=1'-0"
NOTE: PROVIDE 1" INSULATED DOUBLE GLAZING
LEASE EXHIBIT, (SEE SPECS.) OR TITLE
TITLE 24 REPORT
LOW E GLASS REQUIRED BY TENANT
CONSEALED OVERHEAD
SCHEDULE
DOOR, SEE
DOOR JAMB
BEYOND
HEAD MEMBER
BEYOND
STOREFRONT
SINGLE ACTING DOOR
DOOR STOP
CONT. WEATHER-
STRIPPING
GLASS STOPS
CLOSER
41
2"
134"
1/4" GLAZING
NOTE: PROVIDE 1" INSULATED DOUBLE GLAZING
LEASE EXHIBIT, (SEE SPECS.) OR TITLE
TITLE 24 REPORT
SCALE:13 STOREFRONT DOOR HEAD
3"=1'-0"
LOW E GLASS REQUIRED BY TENANT
VINYL BACKER ROD
2% MAX., 1% MIN. AWAY
CONC. SIDEWALK, SLOPE
CONT. SEALANT OVER
BE PLUMB & LEVEL. SET
SHIM SILL AS REQ'D. TO
FINISH FLOOR
CONT. CAULKING AT
ON CONT. SEALANT
FROM BUILDING
W/ CLEAR GLAZING
STOREFRONT FRAME
ANODIZED ALUMINUM
41
2"
134"
JOINT FILLER
PRE-MOULDED EXP.
NOTE: PROVIDE 1" INSULATED GLAZING WHEN
REQUIRED BY TENANT LEASE EXHIBIT,
(SEE SPECS.) OR TITLE 24 REPORT
(SEE MECH. DRAWINGS)
INTERIOR
11
2"EDGE OF CONC. SLAB
SCALE:1
STOREFRONT SILL
3"=1'-0"
W/ FACE OF PLYWD. SHEATHING
1/4" SHIM
CONT. SEALANT, TYP. COLOR
ALIGN FACE OF STOREFRONT
cL
J-MOULD SCREED, PAINT
LATH O/ BLDG. PAPER O/
PLYWOOD SHEATHING
EXT. CEM. PLASTER O/ MTL.
GYP. BD.
WALL INSULATION,
SEE SPECS
FRAME W/ 1/4" CLR. GLASS
ANODIZED ALUM. STOREFRONT
TO MATCH STOREFRONT
CONT. J-MOULD & CAULKING
EXTERIOR
INTERIOR
4
1
/
2
"
WHERE OCCURS, SEE
STEEL TUBE COLUMN
FLOOR PLAN
COLUMN OCCURS
3X6 JAMB STUD WHERE T.S.
SCALE:2
STOREFRONT JAMB
3"=1'-0"
NOTE: PROVIDE 1" INSULATED DOUBLE GLAZING
LEASE EXHIBIT, (SEE SPECS.) OR TITLE
TITLE 24 REPORT
LOW E GLASS REQUIRED BY TENANT
EXT. CEM. PLASTER
BLD'G. PAPER O/
CONT. SEALANT, TYP.
COLOR TO MATCH
BEYOND
FACE OF PLASTER
CONT. CAULKING
1/4" SHIM
SCREED-PAINT
O/ METAL LATH O/
CONT. J-MOULD
PLYWOOD SHEATHING
(SEE STRUCTURAL)
FURR'G. @ 24" O.C.
CONTINUOUS
J-MOULD
PLYWOOD SHEATHING
FRONT WITH FACE OF
ALIGN FACE OF STORE-
W/ 1/4" GLAZING
STOREFRONT FRAME
ANODIZED ALUMINUM
STOREFRONT
41
2"
134"
PLYWOOD SHEATHING
HEADER, SEE
STRUCTURAL DWGS.
GYP. BD. OVER 2x4 FLAT
G.I CORNER BEAD
CONTINUOUS
FIN. FACE OF WALL
BEYOND
SCALE:3 STOREFRONT HEAD
3"=1'-0"
NOTE: PROVIDE 1" INSULATED DOUBLE GLAZING
LEASE EXHIBIT, (SEE SPECS.) OR TITLE
TITLE 24 REPORT
LOW E GLASS REQUIRED BY TENANT
H.M. DOOR
SHEATHING
EXT. CEM. PLASTER
GYPSUM BOARD
BATT INSULATION
METAL FRAME
O/ PLYWOOD
CONT. SEALANT
SE
E
F
L
O
O
R
P
L
A
N
FO
R
W
A
L
L
T
H
I
C
K
N
E
S
S
1
15
16
"
1 15
16
"
VA
R
I
E
S
2"
1/4"1 3/4"5/8"
STRIPPING
CONT. WEATHER-
FRAME ANCHOR
& BACKER ROD
1/
2
"
EXTERIOR
INTERIOR
SEE SCHED.
SCALE:7
EXTERIOR DOOR JAMB
3"=1'-0"
SEE FLOOR PLAN
FOR WALL THICKNESS
VARIES
1
3
/
4
"
SEE SCHEDULE
DOOR,
5/
8
"
1 7/8"DR
.
H
E
I
G
H
T
SHEATHING
EXT. CEM. PLASTER
PAINT TO MATCH
CONT. METAL DRIP,
DOOR FRAME
1/
4
"
CONT. WEATHER-
2"
STRIPPING
SEE STRUCTURAL
DRAWINGS
1/2"
HOLLOW METAL FRAME
FOR FRAMING
O/ PLYWOOD
GYPSUM BOARD
AND SPEC'S.
CONT. SEALANT
FRAME ANCHOR
2"
SCALE:6 EXTERIOR DOOR HEAD
3"=1'-0"
SCALE:8 EXTERIOR DOOR @ TRANSOM
3"=1'-0"
VARIES
1
3
/
4
"
SEE SCHEDULE
DOOR,
5/
8
"
1 7/8"DR
.
H
E
I
G
H
T
TRANSOM
PAINT TO MATCH
CONT. METAL DRIP,
DOOR FRAME
1/
4
"
CONT. WEATHER-
2"
STRIPPING
HOLLOW METAL FRAME
AND SPEC'S.
CONT. SEALANT
2"
SEE FLOOR PLAN
FOR WALL THICKNESS
EXT. CEM. PLASTER
BLD'G. PAPER O/
CONT. SEALANT, TYP.
COLOR TO MATCH
BEYOND
FACE OF PLASTER
CONT. CAULKING
1/4" SHIM
SCREED-PAINT
O/ METAL LATH O/
CONT. DRIP
GYP. BD.
CONTINUOUS
CORNER BEAD
PLYWOOD SHEATHING
W/ DBL. CLEAR GLASS
STOREFRONT FRAME
ANODIZED ALUMINUM
STOREFRONT
41
2"
134"
1x CONT. NAILER
SCALE:4 STOREFRONT HEAD
3"=1'-0"
NOTE: PROVIDE 1" INSULATED DOUBLE GLAZING
LEASE EXHIBIT, (SEE SPECS.) OR TITLE
TITLE 24 REPORT
LOW E GLASS REQUIRED BY TENANT
SCALE:30
GRAB BAR ANCHORAGE
N.T.S.
x1/4" VENT SLOTS IN
SEE ROOF PLAN
EA. FLANGES @ 1" O.C.
10
4'-0" O.C.
METAL STUD
SEE ARCH'L FOR FINISH
@ 16" O.C. U.N.O.
SEE PLAN FOR SIZE
CONT. TRCK 1 1/4"
TO MATCH METAL
CONT. TRACK (GA.
WHEN POSSIBLE
FLANGES) W/ 1 1/4"
(E)CONC. SLAB ON GRADE
SLIP TRACK (2 1/2"
16 GA UNPUNCHED
HILT. PNEUMATIC
SHOT PIN .145 DIA
@16"O.C. 1" EMBED
ICC-ESR-1663
FLANGE (GA. TO MATCH
9
8
7
STUD GA.)
6
5
4
3
STUD GA.)
STAGGER
H
H
STRUCTURE ABV.
1
2
BOTTOM OF
BRACING @
SCALE:26 METAL STUD WALL DETAIL
N.T.S.
6" BATT INSULATION FOR 2 x 6 WALL
3 12 " FOR 2 x 4 WALL
5/8" TYPE "X" GYPSUM BOARD
SCREWED 12" O.C. EACH
SIDE
METAL FRAMING PER
STRUCTURAL PLAN AND
FRAMING SCHEDULE SEE
TABLE AND ITEM NO. LISTED
BELOW FOR MINIMUM
REQUIREMENTS
SCALE:25
TYPICAL MTL FRAMED WALL DETAIL
1 1/2" = 1'-0"
1
1
/
2
"
DOOR, SEE
SCHEDULE
SEE PLAN FOR
PARTITION
TYPES
VARIES
SEE WALL TYPES
2 3/8"
1
1
/
2
"
3/8"
SEMI RIGID PVC SHIMS
90 DURO. 1/2"x3/4"x2"
@ 1/4 POINTS OF
MODULE
FIXING BY MASONRY
SCREWS OR CARPET
GRIPPER
3/8"
VA
R
I
E
S
SE
E
W
A
L
L
T
Y
P
E
S
3/
8
"
ALUMINUM FRAME
DOOR, SEE
SCHEDULE
SEE PLAN
FOR
PARTITION
TYPES
FOR FRAMING
SEE
STRUCTURAL
PLANS
ALUMINUM FRAME
ALUMINUM FRAME
FLOORING
MATERIAL SEE
FINISH PLAN
ALUMINUM FRAME
DOOR TRANSITION AS OCCURS
(SEE FINISH SCHEDULE)
LINE OF FLOOR MATERIAL
TRANSITION, WHERE OCCURS
DOOR - SEE
SCHEDULE
DOOR STOP
BEYOND
1 1/2"
1
1
/
2
"
ALUMINUM FRAME
GLAZING PER
MANUF.
RECOMMENDATION
SEE PLAN FOR
PARTITION TYPES
SEE PLAN
SEE WALL TYPES
3/8"
FOR FRAMING
SEE STRUCTURAL
PLANS
SCALE:20 WINDOWHEAD JAMB (AL)
6"=1'-0"
SCALE:19 WINDOWHEAD JAMB (AL)
6"=1'-0"
SCALE:18 DOOR JAMB (AL)
6"=1'-0"
SCALE:17 DOOR HEAD (AL)
6"=1'-0"
SCALE:16
TYPICAL INTERIOR DOOR THRESHOLD
6"=1'-0"
VARIES
SEE WALL TYPES
TRANSITION BETWEEN FLOOR FINISHESA
1
THRESHOLD
2
1/
4
"
MA
X
.
LEVEL CHANGES
COMPRESSED CARPET 1/4"
MAX. BELOW THRESHOLD FIN. FLOOR LEVEL
THRESHOLD
1/2" MAX.
1/4" MAX.B
C
NOTES:
1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE.
2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL
CHANGE.
3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE.
1/2" MAX.
PILE HEIGHT
SCALE:29 LEVEL CHANGE
N.T.S.
LAG FRAME INTO WALL, TYP. VERIFY SIZE,
PROVIDE BLOCKING IN WALL AS REQ'D., TYP.
5'-0" MAX.
VAR
I
E
S
OPEN ENDS
SEE EXTERIOR ELEVATIONS
SQ. TUBULAR STEEL FRAME, PAINTED
STANDING SEAM METAL ROOFING
FINISHED FACE OF BUILDING
LIGHT FIXTURE, WHERE OCCURS
VA
R
I
E
S
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
A7.1
ARCHITECTURAL
DETAILS
SCALE:5
FABRIC AWNING
3/4" = 1'-0"
SEE DETAIL 2 & 3 THIS SHEET
FOR ALL WIRE & STRUT
CONNECTIONS TO DECK
COMPRESSION POST -
METAL RACK 2 1/2" X 18 GA
12 GA HANGER WIRE W/4
TIGHT WRAPS IN 1 1/2"
MAIN RUNNER
(4) 12 GA BRACE WIRES
W/3 TIGHT WRAPS IN 1
CEILING TILE
CROSS RUNNERS 2"
MAX.
2"
MAX.
4
5
O
M
A
X
.
7'
-
0
"
M
A
X
.
45
O
MA
X
.
2"
16 E FIXED SIDE
1"
LESSER OF 8" MAX OR
1/4 RUNNER LENGTH
HANGER WIRE
(3) TIGHT TURNS IN 1/2"
GRID MEMBER MAIN OR
SECONDARY
PERIMETER ANGLE TO
MATCH CEILING SYSTEM
POP REVIT
CEILING TILE
#12 SCREWS 1 1/4"
LONG @ EACH STUD
16D FREE SIDE
2"
1"HANGER WIRE
SLOTTED ANGLE SPACER W/ HORIZ 6d
RINGSHANK HEAD TOWARD C.L OF
SPAN.(ALT LOCATION W/OUT
NAIL,NOTCHING ONLY AT RUNNER)
SEE DETAIL 16 FOR TYPICAL
NOTES, CALLOUTS & DIMENSIONS
8" MAX.3"8" MAX.
16 B GRID EXPANSION JOINT
BACK TO BACK 2" DEEP CHANNELS
FINISH TO A CEILING GRID
12 GA HANGER WIRE W/ 3 TIGHT
WRAPS IN 1 1/2"
MAIN RUNNER
CEILING TILE
16 C LIGHT FIXTURE SUPPORT
PROVIDE 2 SUPPORT WIRE
FOR LIGHTS LESS THAN 56
LBS & 4 FOR LIGHTS MORE
THAN 56 LBS
LIGHT FIXTURE
CEILING SYSTEM HANGER
WIRE
PROVIDE MAIN RUNNERS AT THE
BOUNDARY OF THE CEILING
SYSTEM. PROVIDE DIRECT
ATTACHMENT FROM THE LIGHT
FIXTURE TO THE MAIN RUNNERS
CEILING SYSTEM
16 F COMPRESSION POST AND WIRE DETAIL
ATTACH CEILING GRID MEMBERS TO NOT MORE THAN (2) ADJACENT WALLS
3'-0"(MIN.) N.T.S.
3"
SCALE:5ROOF HATCH
1" = 1'-0"
ROOFING
HEADER @ ALL SIDES
OF OPENING (SEE
STRUCT. DWGS.)
FOLDING LADDER WITH
INSULATED LID, PAINT TO
MATCH ADJACENT
ROOF HATCH
(2'-6" x 3'-0" MIN.)
TOP END OF
LADDER RAIL TO BE
ROUNDED &
GROUND SMOOTH
4"x8 1/2"x1/2x3" L
BENT STEEL PLATE
LADDER SUPPORT
BRACKET
CONTINUE ROOFING
UP INSULATED CURB
WOOD SHIM AS REQ'D.
FIBER CANT STRIP.
PROVIDE
WATERPROOFING
5/8" GYP. BD.
SAFETY RAILING
SYSTEM, WHERE
REQUIRED BY
CODE.
MIN. SAFETY
RAILING OPENING:
PREVENT THE
PASSAGE OF A
21-INCH-DIAMETER
SPHERE
SECTION A-A
3
2
3
1A
1BA
A
MAX PIPE OR CONDUIT DIAM IN. (MM)F RATING HR T RATING HR
1 (25)1 OR 2 0+, 1 OR 2
1 (25)3 OR 4 3 OR 4
4 (102)1 OR 2 0
6 (152)3 OR 4 0
12 (305)1 OR 2 0
SYSTEM NO.W-L-1001
JUNE 15, 2005
F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3), T RATINGS - 0, 1, 2, 3, AND 4 HR (SEE ITEM 3)
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT, L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR
PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION
FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL
CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC
WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92
MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED
EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET
ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE
DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM).
2.THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR
ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND
PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING
TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES,
CONDUITS OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM
12 IN. (305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.
C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER)
STEEL ELECTRICAL METALLIC TUBING
D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING
E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - THE FOLLOWING TYPES OF STEEL FLEXIBLE
METAL GAS PIPING MAY BE USED:
1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
OMEGA FLEX INC
2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
TITEFLEX CORP
A BUNDY CO
3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
WARD MFG INC
3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32,48 AND 64 MM)
THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH
BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE
AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL
ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND
THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW:
+WHEN COPPER PIPE IS USED, T RATING IS 0 HR.
3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT,
*BEARING THE UL CLASSIFICATION MARKING
SCALE:
WALL - NON-INSULATED PIPE
1 1/2" = 1'-0"
SCALE:
WALL - INSULATED PIPE
1 1/2" = 1'-0"
SECTION A-A
4B
3
A
2
4A
2 3
A
4A 4B
1B1A
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400
SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE
FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.
WOOD STUDS TO CONSIST OF NOM 2 IN. BY 4 IN. (25 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM)
OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8
IN. (92 MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* - NOM 5/8 IN. (16 MM) THICK, 4 FT (122 CM) WIDE WITH SQUARE OR TAPERED
EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND
SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN
THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 14-1/2 IN (368 MM) FOR WOOD
STUD WALLS AND 18 IN. (457 MM) FOR STEEL STUD WALLS.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS 1 HR WHEN INSTALLED IN A 1 HR FIRE RATED
WALL AND 2 HR WHEN INSTALLED IN A 2 HR FIRE RATED WALL.
2. THROUGH PENETRANTS - ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN THE FIRESTOP
SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE
FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
C. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
3. PIPE COVERING* - NOM 1 IN. OR 2 IN. (25 MM OR 51 MM) THICK HOLLOW CYLINDRICAL HEAVY DENSITY
GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS
SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS
SEALED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN NOM 1
IN. (25 MM) THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE
CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/4 IN.
TO MAX 3/8 IN. (6 MM TO MAX 10 MM). WHEN NOM 2 IN. (51 MM) THICK PIPE COVERING IS USED, THE
ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD
LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/2 IN. TO MAX 3/4 IN. (13 MM TO MAX 19 MM).
SEE PIPE AND EQUIPMENT COVERING - MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS DIRECTORY
FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS
AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A
SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 3/4 HR WHEN NOM 1 IN. (25 MM) THICK PIPE COVERING
IS USED.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 1 HR AND 1-1/2 HR WHEN NOM 2 IN. (51 MM) THICK PIPE
COVERING IS USED WITH 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY.
4. FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE DETAILS OF
THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:
A. FILL,VOID OR CAVITY MATERIALS* - WRAP STRIP - NOM 1/4 IN. (6 MM) THICK INTUMESCENT
ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. (51 MM)
WIDE STRIPS. NOM 2 IN. (51 MM) WIDE STRIP TIGHTLY WRAPPED AROUND PIPE COVERING (FOIL
SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR
ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX 1-1/4 IN.(32 MM) SUCH THAT
APPROX 3/4 IN. (19 MM) OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALL SURFACE. ONE
LAYER OF WRAP STRIP IS REQUIRED WHEN NOM 1 IN. (25 MM) THICK PIPE COVERING IS USED. TWO
LAYERS OF WRAP STRIP ARE REQUIRED WHEN NOM 2 IN. (51 MM) THICK PIPE COVERING IS USED.
3M COMPANY - FS-195+
B. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 1/4 IN. (6 MM) DIAM CONTINUOUS
BEAD APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP
STRIP LAYER APPROX 3/4 IN. (19 MM) FROM THE WALL SURFACE.
3M COMPANY - CP 25WB+, IC 15WB+, FIREDAM 150+ CAULK OR FB-3000 WT SEALANT
*BEARING THE UL CLASSIFICATION MARKING
SYSTEM NO.W-L-5001
MAY 19, 2005
F RATINGS - 1 AND 2 HR (SEE ITEM 1), T RATINGS - 3/4, 1 AND 1-1/2 HR (SEE ITEM 3)
L RATING AT AMBIENT - 2 CFM/SQ FT, L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
2
20
"
M
A
X
.
O
P
E
N
I
N
G
42
"
M
I
N
.
20
"
M
A
X
.
O
P
E
N
I
N
G
42
"
M
I
N
.
48" ON CENTER MAX.
20
"
M
A
X
.
20
"
M
A
X
.
SCALE:10ROOF GUARDRAIL
3/4" = 1'-0"
ROOF LINE ROOF LINE
GALVANIZED 1-1/2" DIAMETER TUBE
STEEL GUARDRAIL
MOUNTING BASE PLATE, TYP. SEE
STRUCT. PLANS FOR DETAIL.
PROVIDE WATERPROOFING.
SECTION VIEW
NOTE: 1. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
SPHERE 21 INCHES IN DIAMETER.
2. PROVIDE WATERPROOFING AT BASE OF THE GUARDRAIL.
3. SEE STRUCTURE PLANS FOR MOUNTING DETAIL.
EQ EQ EQ EQ
EQ
EQ
16G 2'X2' GRID
FIRE SPRINKLER HEADS , SPEAKERS, SMOKE DETECTORS,SIGNAL
DEVICES, AND ANY OTHER CEILING FIXTURES SHALL BE PRECISELY
LOCATED AS FOLLOWS:
a ) IN ALIGNMENT WITH AIR DIFFUSERS AND EACH OTHER, AS SHOWN
ABOVE .
b) CENTERED WITHIN TILE, AS SHOWN ABOVE.
FIRE SPRINKLER HEAD,SMOKE
DETECTOR OTHER CEILING
MOUNTED TYPICAL,UNLESS
INDICATED OTHERWISE
DIFFUSER
LIGHT
6'-0" MAX.
EQ EQ EQ EQ
12
"
12'-0" MAX.
COMP POST & BRACE WIRE4'-0" MAX @
RATED CLG6" MAX.
6'
-
0
"
M
A
X
.
4'
-
0
"
M
A
X
@
RA
T
E
D
C
L
G
12
'
-
0
"
M
A
X
.
CO
M
P
P
O
S
T
&
BR
A
C
E
W
I
R
E
6"
M
A
X
.
PERIMETER PER DETAIL 16D & 16E
12 GA HANGER WIRE @ 4' X 4' OC
MAIN RUNNERS
COMPRESSION STRUT W/BRACE WIRES PER
DETAIL 16F THIS SHEET
EXPANSION JOINTS @ CORRIDOR INTERSECTIONS
PROVIDE PER DETAIL 16B THIS SHEET
CROSS RUNNERS
LIGHT FIXTURE ATTACHED PER DETAIL 16C THIS
SHEET
16 I TYPICAL LAYOUT PLAN GRID CEILING
16 H 2'X4' GRID OR 2' X 5' GRID
NOTE: ALL MAIN AND CROSS RUNNERS TO BE HEAVY DUTY MEMBERS
SLOT END OF TUBE OR
POST TO FIT OVER MAIN
RUNNER
N E
SW
CROSS RUNNER
TYP.
2"
12 GA . VERT . HANGER WIRE
SET CEILING GRID LEVEL
PRIOR TO FASTENING TUBE
12 GA. BRACING WIRE WITH MIN.
TIGHT TURNS IN 1 1/2" BOTH ENDS
OF WIRE. TYPICAL SEE DETAIL 2
FOR ANCHORING TO DECK
COMPRESSION STRUT ( SEE DETAIL
16F) OR OPTIONAL EMT TUBING PER
SCHEDULE ABOVE
MAIN RUNNER
2 #12 S.M.S CONNECTING
COMPRESSION STRUT TO T-BAR
GRID
TYP. 12 GA. VERTICAL HANGER
WIRE @ 4'-0" EACH WAY WITH MIN.
3 TIGHT TURNS IN 1 12" BOTH ENDS
OF WIRE. SEE DETAIL 2 FOR
ANCHORING TO DECK
SUSPENDED CEILING NOTES:
A SET OF FOUR SPLAY WIRES SHALL BE
PROVIDED FOR EACH 96 S.F. OF TRIBUTARY
AREA, FIRST SET OF SPLAY WIRES SHALL BEV
WITHIN 4"-0" FROM ANY WALL, PROVIDE
COMPRESSION STRUT AT EACH SPLAY WIRE
LOCATION
16 J 3D VIEW CEILING
OPTIONAL ELECTRICAL METALLIC TUBING
(EMT) SCHEDULE
SIZE (DIAMETER)L (MAX. HEIGHT)
1/2"
3/4"
1"
1 1/4"
1 1/2"
2"
4'-0"
5'-2"
6'-6"
8'-6"
9'-10"
12'-0"
STRUTS OTHER THAN EMT, MAY REQUIRE
ENGINEERING CALCULATIONS,- CONTRACTOR
IS RESPONSIBLE TO CONTRACT A LISENCED
STRUCTURAL ENGINEER AND SUBMIT
CALCULATIONS
SCALE:
TYPICAL T-BAR CEILING DETAIL
1/4" = 1'-0"1
NOTE:
1.12 GA, (MIN) HANGER VARIES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING ALONG MAIN RUNNERS.
2.PROVIDE 12 GA, HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE
END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF HE CEILING AREA, END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO
RESIST THE APPLIED HORIZONTAL FORCES MAY BE USED IN LIEU OF THE 12 GA, HANGER WIRES.
3.PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING, PROVIDE ADDITIONAL HANGERS,
STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS,SOFFITS OR DISCONTINUOUS AREAS,HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF
PLUMB ARE TO HAVE COUNTER-SLOPING WIRES.
4.CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS LEAST 3/4" FREE OF OTHER WALLS. IF WALLS
RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 3/4" CLEAR OF WALL.
5.AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION
BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16GA, WIRE WITH A POSITIVE MECHANICAL
CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS,
THIS INTERLOCK IS NOT REQUIRED.
6.PROVIDE SETS OF FOUR 12 GA SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED
45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICES IN BRACING WIRES ARE NOT TO
BE PERMITTED.
7.FASTEN HANGER WIRES WITH NOT LESS THAN THREE TIGHT TURNS, FASTEN BRACING WIRES WITH FOUR TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A
DISTANCE OF 1-1/2" INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION
OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE.
8.SEPERATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC. IT IS ACCEPTABLE TO
ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS
ACCEPTABLE TO OSHPD.
9.WHEN DRILLED -IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD
TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD-TESTED FOR
440 POUNDS OF TEN-SION. SHOT IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT-IN OR DRILLED-IN ANCHOR FAILS, ALL
ADJACENT ANCHORS MUST BE TESTED.
10.ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES.
11.FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE
RUNNERS OF A HEAVY-DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA, SLACK SAFETY WIRES ATTACHED TO THE
FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE, ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT
EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY
SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA, WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF
CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA, WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4
TIMES THE WEIGHT OF THE UNIT.
12.SUPPORT SURFACE-MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH
PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURES (SEE ALSO NOTE 10 ABOVE PROVIDE ADDITONAL SUPPORT
WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER.
13.SUPPORT PENDANT-MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRCUTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH
PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURES.(SEE ALSO NOTE 10 ABOVE)
14.ALL CEILING SUSPENSION SYSTEM COMPONENTS SHALL BE" HEAVY DUTY" TYPE WITH COMPONENTS PARTS AS LISTED BELOW.
15.ACOUSTICAL CEILING GRID EXPANSON JOINTS AS NEEDED DEPENDING ON CEILING AREA PER CODE.
16.STABILIZER BARS, CROSS TEES OR OTHER SUITABLE MEANS O PREVENT SPREADING SHALL BE PROVIDED WITHIN 8" OF EACH WALL
17.SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR
FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS.
18.CEILING CLOUDS: PROVIDE HANGING WIRES, BRACE AND COMPRESSION STRUT AS DETAILED. IN ADDITION PROVIDE BRACE WIRES AND COMPRESSION
STRUT AT EACH CORNER, REGARDLESS OF THE TYPE OF THE CLOUD.
A7.2
ARCHITECTURAL
DETAILS
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
05/29/2024 PLAN CHECK SET
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
07/17/2024 2ND PLAN CHECK SET
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2025
ELECTAL LEGEND
J
C
J
S
3
D
f
DO
GFCI
AFCI
WP
RECESSED LINEAR
RECESSED LED DOWN LIGHT
OC
OC
E0.0
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
ELECTRICAL
SYMBOLS & LEGENDS
Jazayeri
UP
UP
UP
ENTRY
ENTRY/EXIT
COPY/PRINTER/MAIL
ADA LIFT
ADA
U.C.R.
CONFERENCE RM
LOUNGE
TV
ADA
DISHWASER
OFFICE
104
LOUNGE
101
MEETING ROOM
102
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
OFFICE
119
OFFICE
120
OFFICE
121
OFFICE
122
OFFICE
123
OFFICE
124
STORAGE
126
OFFICE
125
OFFICE
117
OFFICE
116
HALLWAY 1
103
HALLWAY 2
118
UNISEX
114
UNISEX
115
PRINT
112
ENTRY
113
ELECTRICAL LIGHTING LAYOUT
FIRST FLOOR
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1LT-1LT-1 LT-1
LT-1
LT-1
LT-1
LT-1 LT-6
LT-1
LT-1
LT-2LT-2LT-2LT-2LT-2LT-2LT-2LT-2
LT-2LT-2LT-2LT-2LT-2LT-2
LT-2LT-2
LT-3
LT-3
LT-3
LT-3
LT-10
LT-5
LT-6
LT-7LT-8
LT-4
LT-12
LT-1
LT-1
LT-1
LT-5
LT-5
LT-13
UCL
UCL
LT-13
LT-12
LT-1
LT-1
LT-1
LT-1
LT-1LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-4
LT-9
LT-11
LT-12
LT-4LT-4LT-4LT-4
DO DO DO DO DO DO
DO DO
DO DO DO DO DO DO
DO
O
D
DO
DO
D D
D
D
D
D
OC
OC
OC
D
DO
OC
OC
LT-14
LT-14
LT-10
LT-14
LT-14
LT-14
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
E1.0
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
LIGHTING PLAN
FIRST FLOOR
Jazayeri
ELECTRICAL LIGHTING LAYOUT
SECOND FLOOR
DO
STORAGE
M01
STORAGE
M02
UTILITY
M03
DN DN
DN
DN
DN
OC
DO
OC
OC
LT-14
LT-14
LT-14
LT-14
LT-1
LT-1 LT-1
LT-1
LT-1
LT-1
LT-1
LT-5
LT-5
LT-5LT-5
EX-1
EX-1
EX-1
EX-1
E1.1
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
LIGHTING PLAN
SECOND FLOOR
Jazayeri
ELECTRICAL POWER LAYOUT
FIRST FLOOR
GFCI GFCI GFCI3'-6"3'-6"3'-6"
4'-6"
GFCI
3'-6"
GFCI
3'-6"
3'-6"3'-6"3'-6"
UP
UP
UP
ENTRY
ENTRY/EXIT
COPY/PRINTER/MAIL
ADA LIFT
DN
ADA
U.C.R.
CONFERENCE RM
LOUNGE
TV
ADA
DISHWASER
OFFICE
104
LOUNGE
101
MEETING ROOM
102
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
OFFICE
119
OFFICE
120
OFFICE
121
OFFICE
122
OFFICE
123
OFFICE
124
STORAGE
126
OFFICE
125
OFFICE
117
OFFICE
116
HALLWAY 1
103
HALLWAY 2
118
UNISEX
114
UNISEX
115
PRINT
112
ENTRY
113
WH-2
WH-2
WH-3
E2.0
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
POWER PLAN
FIRST FLOOR
Jazayeri
ELECTRICAL POWER LAYOUT
SECOND FLOOR
STORAGE
M01
STORAGE
M02
UTILITY
M03
DN DN
DN
DN
DN
MP-1
FC-2
CU-2
CU-1 FC-1
COPPER BAR, SIZE AS SPECIFIED,
HOLES (PLAIN OR TAPPED) AS
SPECIFIED
INSULATORS
STEEL BRACKETS
GROUND WIRE LUG
SIZED PER DRAWINGS
GROUND WIRE
BONDED TO THE CONTAINER
STRUCTURE
BONDED TO THE SITE
GROUND ROD
1001 GROUND BAR DETAIL
NTS
1002 ELECTRICAL ROOM GROUNDING DETAIL
NTS
E2.1
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
POWER PLAN
SECOND FLOOR
Jazayeri
(N) METER MAIN
400A/2P
MAIN
M-1
FULL NEUTRAL BUS
FULL GRND. BUS
TO UTILITY POINT OF CONNECTION
IN U.G TRENCH (MINM. 36" BELOW SURFACE)
#4CU. GND.
UFER GROUND
(N) PANEL 'MP-01', 240/120V, 1Ø, 3W+G
ELECTRICAL ONE-LINE DIAGRAM
ELECTRICAL PANEL SCHEDULE
(N) PANEL 'MP-01', 240/120V, 1Ø, 3W+G
3 #500 KCMIL AND 1 #3G
IN 4 " UNDERGROUND CONDUIT
TYPE DESCRIPTION NOTES /TYPE DESCRIPTION SYMBOL SPEC REMARKS
POWER
CONSUMPTION
LED VANITY LIGHT
OUTDOOR LINEAR
WET RECESSED LED
LED WALL SCONE
SYMBOL SPEC
DWELED
PARALLAX LED VANITY
LIGHT18", 3500K
NODES DOUBLE SCONCE
KWL1012BBS
LED, T4, 60W
4" RECESS LEDLT-1 DOWN LIGHTS
MUUTO
RIME PENDANT LAMP
Ø 9.8",E12 3000K
ULTRA THIN LED
BUILT-IN UNDER
CABINET INVISIBLE
LIGHT BAR
DC12V, 10W/M, EMITTING
COLOR - WHITE, MILKY
SILICONE COVER
LT-2
LT-3
LT-4
LT-5
LT-6
LT-7
LT-8
LT-9
LT-10
LT-11
LT-12
LT-13UCL
OUTDOOR
LED WALL SCONE
COMMERCIAL
OUTDOOR LED SIGN
LIGHTS
LED PENDANT
TRACK LIGHT
4" ADJUSTABLE
RECESSED LED
DOWN LIGHT
SATCO # STC676938
H SERIES 2" LED 120V SMALL
CYLINDER TRACK HEAD
WHITE - 24° 3000K
RAYON
4" LED COMMERCIAL
DOWNLIGHT
#RVC4 - 50° 4000K
RAYON #PRIME 4" LED
ARCHITECTURAL ROUND
FLANGED ACCENT TRIM
ADJUSTABLE - 30° 4000K
4" ADJUSTABLE
RECESSED LED
DOWN LIGHT
RAYON
4" LED COMMERCIAL
DOWNLIGHT
#RBC4-FN 3500K
ELITE
#OLS-R-LED-4 4000K
4"X48"
ARCHITECTURAL LED
RECESSED LINEAR
LED PANDANT
WEST ELM
LINEAR WOOD LED PENDANT
Walnut 42"
16W, 3000K, DIMMABLE
LED PANDANT
HUXE
AFFONSA LED OUTDOOR
WALL LIGHT
3000K
TBD
ALCON LIGHTING
#12100-8-R-CRxx
CONTINUOUS RUN
0.8 INCH 4000K
LIGHTING SCHEDULE
T/C
T/C-1
(0-2 HRS OVERRIDE)
T/C-1
C-1
MP1-31
MP1-33
MP1-34
MP1-35
MP1-36
MP1-37
MP1-38
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
LIGHTING SHUT-OFF CONTROL DIAGRAM
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
LIGHT FIXTURES
MP1-39
MP1-40
MP1-41
20W
16W
16W
22W
36W
40W BATTERY LIGHT
WALL MOUNTED
EMERGI-LITE
12PR72M-2-LILT-14
WITH 90MIN BATTERY
ULINE
H-1663EX-1 EXIT SIGN
E3.0
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
ELECTRICAL
ONE-LINE & SCHEDULE
Jazayeri
E4.0
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
TITLE-24
Jazayeri
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
MECHANICAL
LEAD SHEET
M-00
THIS PROJECT SHALL COMPLY WITH THE:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA EXISTING BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY CODE
WITH ALL CITY OF ARCADIA AMENDMENT.
MECHANICAL SHEET INDEX
SHEET #SHEET NAME
P-02 PLUMBING LEAD SHEET
P-01 PLUMBING FLOOR PLANS
”
LEGEND
FLEX. CONN.
VD
AVD
BDD
MD
RISE OR DROP IN DIRECTION OF AIR FLOW
MANUAL VOLUME DAMPER
BACKDRAFT DAMPER
AUTOMATIC VOLUME DAMPER
SINGLE LINE DUCT WORK
FLEXIBLE DUCT
MODULATING DAMPER
EXHAUST DUCT, SECTION
FLEXIBLE CONNECTION
TURNING VANES
SPLITTER DAMPER
EXTRACTOR AT BRANCH DUCT
RETURN DUCT, SECTION
SUPPLY DUCT, SECTION
DUCT WORK (WIDTHxDEPTH)
AD
FD
RR/RAG
SD/SAD
SWR
LD
SWE
ER
VAV
UC
DL
DUCT SMOKE DECTECTOR
SIDE WALL RETURN OR EXHAUST
UNDER CUT DOOR
LINEAR DIFFUSER
VARIABLE AIR VOLUME
SIDE WALL SUPPLY REGISTER
EXHAUST REGISTER
RETURN REGISTER/RETURN AIR GRILL
DOOR LOUVER
THERMOSTAT
SUPPLY DIFFUSER/ SUPPLY AIR DIFFUSER
UL LISTED FIRE DAMPER APPROVED BY FIRE MARSHALS
ACCESS DOOR
DUCT TRANSITION, ROUND AND RECTANGULAR
LINED DUCT WORK (WIDTHxDEPTH DIMENSIONS ARE FOR I.D.)
DSD
OUTSIDE AIR VENTILATION CALCULATION
TOTAL AREA (SQFT)OCUPATION
TYPE
VENTILATION PER
SQFT
VENTILATION PER
PERSON
OCCUPANCY PER ARCH.
2,500 OFFICES 0.06 CFM/SQFT 5 CFM/PERSON 42
OFFICE: Vbz (M)= Rp X Pz + Ra X Az Vbz = 5 CFM/PERSON X 42 PERSON + 0.06 CFM /SQFT X 2500 SQFT = 360 CFM
TOTAL REQUIRED OSA FOR THE SPACE 414 CFM
TOTAL PROVIDED PER DESIGN 250 CFM THROUGH MECHANICAL UNITS TOTAL OF 500 CFM
NOTES: CALCULATION ARE BASED ON TABLE 402.1 FROM CALIFORNIA MECHANICAL CODE.
GRILLES AND REGISTERS SCHEDULE
MARK MANUFACTURER MODEL FINISH DESCRIPTION VOLUME DAMPER REMARKS
A PRICE
INDUSTRIES SCD AS PER ARCH/ID 24"X24" RECTANGULAR
FACE LAY IN DIFFUSER YES NICK SIZE PER PLANS.
C PRICE INDUSTRY AMCD AS PER ARCH/ID SUPPLY AIR GRILL FACE
SIZE PER PLAN YES TYPICAL FOR SIDE WALL REGISTERS AND RR
REGISTERS NICK SIZE PER PLANS. 3 OR 4 WAY
R1 PRICE
INDUSTRIES PDDR AS PER ARCH/ID PERFORATED RETURN
GRILL LAY IN DIFFUSER YES NICK SIZE PER PLANS.
CEILING SUPPORT
1" MIN. ACOUSTICAL
LINING
SYSTEM
CEILING
CONNECTING DUCT
LOCATION (SEE NOTE)
ALTERNATE DUCT
SIDE THAN THE
MIN. BOX WIDTH ON
LIGHTS OR OTHER
AS REQ'D TO CLEAR
S.M. BOX, HEIGHT
SHOP FABRICATED
CONSTRUCTIONS,
DUCT CONNECTION
SIDE SHALL BE 2"
WIDER ON EACH
FACE CEILING REGISTER
(FRAME TO MATCH
CEILING TYPE)
SQUARE OR RECTANGULAR
VOLUME DAMPER
SPECIFICATIONS)
TYPICAL
DUCT BAND,
CONICAL SPIN-IN
DUCT SIZES ON PLANS (SEE
ACOUSTICAL FLEX: SIZE TO BE
EQUIVALENT TO RECTANGULAR
STAINLESS STEELAIRTIGHT SEAL W/
PER PLAN
MINIMUM HEIGHT IS:
FLEX DUCT DIAMETER +3"
DX SPLIT FAN COIL INDOOR UNITS SCHDULE
FC MARK MANUFACTURER &
MODEL NUMBBER
AREA SERVED FILTER NOMINAL
CAPCITY
CFM FAN HP ESP ELECTRICAL OUTDOOR UNIT OPERATING
WEIGHT (LBS)V/P MCA MCOP
FC-1 SAMSUNG
AM060JNZDCH/AA
BASEMENT FLOOR MERV 13 60,000 1,800 3/4 1.00 208/1 2.60 15 CU-1 200
NOTES:
1. FUSED DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR
2. PROVIDE MATCHING OUTDOOR CONDENSING UNIT. REFER TO CU SCHEDULE.
3. PROVIDE WITH OWNER APPROVED SMART THERMOSTATE. INSTALL DUCT SMOKE DETCTOR.
5. REFER TO DETAIL 1/M-00 FOR HORIZONTAL INSTALLATION & DETAIL 6/M-00 FOR VERTICAL INSTALLATION.
6. INSTALL MERV 13 WITH FILTER RACK FOR ALL RETURN & OUTSIDE AIR CONNECTIONS.
DX SPLIT SYSTEM HEAT PUMP SCHEDULE
CU MARK MANUFACTURER & MODEL
NUMBBER
AREA SERVED NOMINAL
COOLING
NOMINAL
HEATING
EQUIPMENT SERVED OPERATING
WEIGHT (LBS)
ELECTRICAL SEER2 HSPF2 EER2
V/PH MCA MOCP
CU-1 SAMSUNG
AM060MXMDCH/AA
HALF OF THE BUILDING 60,000 66,000 FC-1 300 208/1 32 50 16.5 9.5 9.9
NOTES
1. FUSED DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR
2. REFRIGERANT PIPING BETWEEN CU & FC SHALL BE SIZED PER MANUFACTURER RECOMMENDATIONS AND ROUTED THE SHORTEST WAY POSSIBLE.
3. REFRIGRANT TYPE R410A.
4. REFER TO DETAIL 5/M-00 FOR INSTALLATION DETAIL.
DUCT INSTALLATION & INSULATION SHALL COMPLY
WITH 2022 T24 AND AS BELOW (REFER TO
MANDATORY MEASURES ON SHEET M-03 FOR
ADDITIONAL REQUIREMENTS):
-DUCT LOCATED WITHIN DROP CEILING OR IN
BETWEEN STRUCTURAL JOISTS SHALL HAVE A
1" INSULATION NOT LESS THAN R4.2 VALUE TO
PREVENT CONDENSATION.
-DUCT LOCATED IN UNCONDITIONED SPACE
SHALL HAVE A MINIMUM OF 2" INSULATION AND
NOT LESS THAN R8 VALUE.
-DUCT LOCATED WITHIN VENTILATED ROOF
ATTIC SHALL HAVE A MINIMUM OF 2"
INSULATION AND NOT LESS THAN R8 VALUE.
-EXPOSED DUCT SHALL BE SPIRAL PAINTED PER
ARCH. PLANS. EXPOSED DUCT WORK TO
CONDITIONED AREA'S SHALL BE PERMITTED TO
BE INSTALLED WITHOUT INSULATION.
-DUCT PLENUMS SHALL BE LINED WITH 1"
INSULATION.
-DUCT SUPPORT SHALL CONFIRM TO
MANUFACTURER RECOMMENDATIONS, CMC &
SMACNA GUIDELINES.
-DUCT LOCATED WITHIN DROP CEILING OR
STRUCTURAL JOIST SHALL BE PERMITTED TO
HAVE THE LAST 5' OF RUN TO THE DIFFUSER OF
FLEX DUCT THAT COMPLIES WITH CMC.
CU-2 SAMSUNG
AM060MXMDCH/AA
60,000 66,000 FC-2 300 208/1 32 50 16.5 9.5 9.9HALF OF THE BUILDING
FC-2 SAMSUNG
AM060JNZDCH/AA
BASEMENT FLOOR MERV 13 60,000 1,800 3/4 1.00 208/1 2.60 15 CU-1 200
450 LOUNGE & REC.0.12 CFM/SQFT 5 CFM/PERSON 5
LOUNGE: Vbz (M)= Rp X Pz + Ra X Az Vbz (M)= 20 CFM/PERSON X 260 PERSON + 0.18 CFM /SQFT X 450 SQFT = 79 CFM
EXHAUST FAN SCHEDULE
EF TAG MANUFACTURER & MODEL
NUMBBER
AREA SERVED LOCATION SONES HUMIDITY
SENSOR
ELECTRICAL EXHAUST
(CFM)
SP (IN.WG)OPERATING
WEIGHT (LBS)
NOTES
V/PH WATSS
EF-1 NUTONE AERN80K RESTROOM CEILLING 0.8 NO 120/1 27 80 0.1 20 1 TO 4
EF-2 CEILLING 0.8 NO 120/1 27 80 0.1 20 1 TO 4
EF-3 PANASONIC FV-30NLF1 LOUNGE INLINE -NO 120/1 300 300 0.4 40 1 TO 5
NOTES:
1. FUSED DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.
2. INSTALL BACKDRAFT DAMPER WITH WALL/ROOF JACK TERMINATION.
3. REFER TO DETAIL 4/M-00 FOR CEILING EXHAUST FAN & 7/M-00 FOR INLINE FAN INSTALLATION DETAILS.
4. FAN SHALL BE INTERLOCKED WITH OCCUPANCY SENSOR. EF-3 SHALL BE INTERLOCKED TO FC-1 & FC-2 AND SHALL OPERATE WHEN THE UNITS ARE IN OCCUPANCY MODE & ON.
5. INSTALL CEILLING ACCESS PANEL MATCHING CEILLING FIRE RATING IF ANY.
1 SLOT 112" WIDTH,
LENGTH PER PLANSBSHOEMAKERLCDAS PER ARCH/ID YES NICK SIZE PER PLANS. INSTALL WHERE
INDICATED ON PLANS. LENGTH PER PLANS.
R2 SHOEMAKER LINEAR-SS AS PER ARCH/ID 1 SLOT 112" WIDTH,
LENGTH PER PLANS YES
R3 PRICE
INDUSTRIES 600 AS PER ARCH/ID ALUMINUM LOUVERED
RETURN GRILL YES NICK SIZE PER PLANS.RETURN WITH 45°
DEFLECTION 3/4 IN. BLADE SPACING
NICK SIZE PER PLANS. INSTALL WHERE
INDICATED ON PLANS. LENGTH PER PLANS.
NOTES:
-INSTALL LINEAR DIFFUSER/GRILL WITH FACTORY PROVIDED PLENUM.
-WHERE DIFFUSER/GRILL MANUFACTURED WITH RECTANGULAR OUTLET/INLET, INSTALL DUCT TRANSITION TO ROUND.
-FINISHES SHALL BE PER ARCH./ID PLANS.
NUTONE AERN80K RESTROOM
MECHANICAL SHEET INDEX
SHEET #SHEET NAME
M-00 MECHANICAL LEAD SHEET
M-01 MECHANICAL FLOOR PLAN
M-02 MECHANICAL ENERGY
COMPLIANCE
M-03 MECHANICAL ENERGY
MANDATORY MEASURES
M-04 ENVELOPE ENERGY COMPLIANCE
UP
UP
UP
F.E.
F.
E
.
DNDN
DN
DN
DN
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
MECHANICAL GENERAL NOTES:
1.AIR FILTERS FOR RETURN AIR & FRESH AIR SHALL HAVE MINIMUM EFFICIENCY REPORTING VALUE
(MERV) OF 13. INSTALL WITHIN RETURN PLENUM WITH AP.
2.IT'S THE CONTRACTOR RESPONSIBILITY TO BALANCE THE AIR SYSTEM PER THE CFM ASSIGNED ON
PLANS. INSTALL VOLUME DAMPER AS NEEDED.
3.MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE PLUMBING CONTRACTOR ON SITE TO
RELOCATE ANY PLUMBING VENT WITHIN 10' OF ANY OUTSIDE AIR SOURCE.
4.ALL EXHAUST AND FRESH AIR OPENING TO THE OUTSIDE SHALL BE EQUIPPED WITH A BACK DRAFT
DAMPER / GRAVITY DAMPER.
N 6&$/E
ME&+$NI&$/ )IR67 )/22R RE)/E&7E' &EI/ING 3/$N61
MECHANICAL
FLOOR PLAN
M-01
N 6&$/E
ME&+$NI&$/ 6E&2N' )/22R RE)/E&7E' &EI/ING 3/$N61
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
MECHANICAL
ENERGY
COMPLIANCE
M-02
57 E. FOOTHILL BLVD, ARCADIA, CA 91006
57 E. FOOTHILL BLVD, ARCADIA, CA 91006
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
MECHANICAL
ENERGY
MANDATORY
MEASURES
M-03
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
ENVELOPE
ENERGY
COMPLIANCE
M-04
57 E. FOOTHILL BLVD, ARCADIA, CA 91006
57 E. FOOTHILL BLVD, ARCADIA, CA 91006
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
PLUMBING LEAD
SHEET
P-00
PLUMBING GENERAL NOTES
1.PLUMBING WORK SHALL COMPLY WITH 2022 CALIFORNIA PLUMBING CODES AND CITY OF ARCADIA AMENDMENTS.
2.PLUMBING EQUIPMENT SHALL BE APPROVED AND TESTED UNDER APPROVED AGENCY FOR CITY OF ARCADIA.
3.EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH CLEANOUTS AT ITS UPPER TERMINAL, AND EACH RUN OF PIPING,
THAT IS MORE THAN 100 FEET IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH CLEANOUTS FOR EACH 100 FEET, OR
FRACTION THEREOF, IN LENGTH OF SUCH PIPING. ADDITIONAL CLEANOUTS SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH
AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING 135 DEGREES. CLEANOUTS SHALL BE INSTALLED ABOVE KITCHEN
SINK AND LAVATORY CONNECTION FITTING, SERVING EACH FIXTURE.
4.SANITARY SEWER LINE TO SLOPE @ 2% UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY EXISTING SS LINE SLOPE.
5.CONTRACTOR TO VERIFY POINT OF CONNECTION PRIOR ANY INSTALLATION.
6.ALL VALVES AND FITTING TO SAME SIZE AS PIPE SIZE.
7.FLOOR DRAINS SHALL HAVE A TRAP PRIMER.
8.UNIONS SHALL BE PROVIDED PRIOR TO ANY EQUIPMENT CONNECTION.
14.SLEEVES SHALL BE PROVIDED FOR PIPING PASSING THRU MASONRY OR CONCRETE FLOORS/WALLS.
15.PLUMBING FIXTURE SHALL MEET 2022 CPC REQUIREMENTS PER CHAPTER 4 AND CITY AMENDMENT FIXTURE FLOW.
16.DOMESTIC WATER LINE SHALL BE DISINFECTED PER 2022 CPC.
17.WET VENT SHALL NOT EXCEED 6' IN LENGTH.
18.WATER PIPES AND FITTINGS WITH A LEAD CONTENT WHICH EXCEEDS 0.25% SHALL BE PROHIBITED IN SYSTEMS CONVEYING
POTABLE WATER. (CPC604.2)
19.THE PRESSURE REGULATING VALVE (PRV) SHALL BE ACCESSIBLY LOCATED ABOVEGROUND OR IN A VAULT EQUIPPED WITH A
PROPERLY SIZED AND SLOPED DRAIN TO DAYLIGHT. THE PRV SHALL NOT BE INSTALLED IN A PIT WHERE IT CAN BECOME
SUBMERGED IN WATER. (CPC608.2)
20.DOMESTIC WATER HEATING SYSTEM SHALL COMPLY WITH WAEC AND CITY AMENDMENT.
21.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR ANY INSTALLATION AND REPORT ANY DISCREPANCIES.
22.CONTRACTOR SHALL INCLUDE IN HIS BID LOCATING EXISTING UTILITIES LINES.
23.CONTRACTOR SHALL FIELD VERIFY EXISTING WATER PRESSURE AND REPORT ANY DISCREPANCIES.
24.IT'S THE CONTRACTOR RESPONSIBILITIES TO PROVIDE ALL THERMAL EXPANSION LOOP TO COMPLY WITH THE PIPING
MANUFACTURER RECOMMENDATIONS.
PIPE MATERIAL SCHEDULE
DOMESTIC
WATER
(2
)
B
A
N
D
NO
-
H
U
B
CA
S
T
I
R
O
N
SC
H
E
D
U
L
E
80
P
V
C
TY
P
E
M
CO
P
P
E
R
TY
P
E
L
CO
P
P
E
R
TY
P
E
K
CO
P
P
E
R
SC
H
E
D
U
L
E
40
B
L
A
C
K
ST
E
E
L
SC
H
E
D
U
L
E
40
G
A
L
V
.
ST
E
E
L
CP
V
C
PV
C
AB
S
CA
S
T
I
R
O
N
PR
E
S
S
U
R
E
PI
P
E
NOTES
INSIDE C & H
WATER
ABV FLOOR
UNDER SLAB
THRU SLAB
OUTSIDE
MUST BE SLEEVED, PVC USED FOR EXTERIOR BUILDING SUPPLY
MUST BE SLEEVED, PVC USED FOR EXTERIOR BUILDING SUPPLY
SS, VENT &
SD
RISERS THRU ALL FLOORS
BELOW SLAB
(UNDERGROUND)
NO HUB CAST IRON, 2-BAN- NO HUB COUPLINGS
PVC DWV (AS APPROVED PER AHJ)
CONDENSATE ABV FLOOR AS APPROVED PER AHJ
INDIRECT
WASTE
ABV FLOOR AS APPROVED PER AHJ
*USE COPPER TYPE L WITH THE APPROPRIATE INSULATION FOR PIPE CONNECTION TO WATER HEATER, PIPE EXPOSED OUTDOOR
AND ROOF.
PLUMBING LEGENED AND ABBREVIATIONS
SYMBOL ABBREVIATION DESCRIPTION
CW DOMESTIC COLD WATER
HW DOMESTIC HOT WATER
HWR DOMESTIC HOT WATER RETURN
SS SANITARY SEWER
SS BG SANITARY SEWER BELOW
GROUND
SD STORM DRAIN
SD BG STORM DRAIN BELOW GROUND
V PLUMBING VENTS
GAS STANDARD PRESSURE GAS
MPG MEDIUM PRESSURE GAS
PCD PRIMARY CONDENSATE
SCD SECONDERY CONDENSATE
HB HOSE BIB
DN PIPE DOWN
UP PIPE UP
DS DOWNSPOUT
P.O.C POINT OF CONNECTION
RD ROOF DRAIN
OD OVERFLOW DRAIN
AD AREA DRAIN
FD FLOOR DRAIN
ED EMERGENCY DRAIN
TD TRENCH DRAIN
FS FLOOR SINK
WCO WALL CLEAN OUT
YCO YARD CLEAN OUT
COTG CLEAN OUT TO GRADE
FCO FLOOR CLEAN OUT
SR SUD RELIEF
IRR IRRIGATION
ABV ABOVE
BLW BELOW
SS
SD BG
SD
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASMPG
PCD
SCD
SR
IRR
MODEL NUM.MARK
PLUMBING FIXTURE SCHEDULE
DESCRIPTION COLDVENTSS HOT
PIPE SIZES
SERVICE
PIPE MATERIAL
TOTAL WATER DEMAND
WATER PRESSURE CALCULATION
TOTAL SANITARY SEWER DEMAND
WATER PIPE SIZING
LAVATORY - UNDERMOUNTL-1 AS SPECIFIED BY OWNERSHIP. MAXIMUM FAUCET FLOW 0.5 GPM @ 60 PSI
WATER CLOSET - ADAWC-1 AS SPECIFIED BY OWNERSHIP. MAXIMUM FLOW 1.28 GPF. FLUSH VALVE SYSTEM ONLY 3"
KITCHEN SINKKS-1 AS SPECIFIED BY OWNERSHIP. MAXIMUM FAUCET FLOW 1.8 GPM @ 60 PSI
2"114"--
2"2"12"12"
2"2"12"12"
THIS PROJECT SHALL COMPLY WITH THE:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA EXISTING BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY CODE
WITH ALL CITY OF ARCADIA AMENDMENT.
PLUMBING SHEET INDEX
SHEET #SHEET NAME
P-00 PLUMBING LEAD SHEET
P-01 PLUMBING FLOOR PLANS
PLUMBING GENERAL SPECIFICATIONS
1. SCOPE
THE WORK SPECIFIED UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, TOOLS, TRANSPORTATION, SERVICES, PERMITS,
INSPECTION FEES, ETC., REQUIRED IN THE COMPLETE INSTALLATION OF PLUMBING WORK AS SPECIFIED HEREIN AND SHOWN ON ACCOMPANYING DRAWINGS
AND AS REQUIRED BY THE CONDITIONS AT THE SITE. THE GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE A PART OF THIS SECTION. IN ADDITION,
WORK IN THESE SECTIONS ARE GOVERNED BY ALL PROVISIONS OF THE CONTRACT DOCUMENTS.
2. SUBMITTALS
SUBMIT SHOP DRAWINGS AND ALL DATA REQUIRED IN ACCORDANCE WITH DETAILED REQUIREMENTS OF DIVISION 1, GENERAL REQUIREMENTS, FOR ALL
WORK PROVIDED UNDER DIVISION 15.
3. RECORD DRAWINGS
PROVIDE RECORD DRAWINGS WHICH SHALL CLEARLY SHOW ALL DIFFERENCES BETWEEN THE CONTRACT WORK AS DRAWN AND INSTALLED. PIPING MAINS
BELOW SLAB AND/OR GRADE AND ALL BRANCH LINES BELOW SLAB OR GRADE IN EXCESS OF 5 FT. IN LENGTH SHALL BE DIMENSIONED FROM COLUMNS OF
ANY PERMANENT STRUCTURE. ALSO, SHOW ALL WORK ADDED TO THE CONTRACT WHICH IS NOT SHOWN ON THE CONTRACT DRAWINGS.
RECORD DRAWINGS SHALL BE IN ACCORDANCE WITH DIVISION REQUIREMENTS.
4. EQUIPMENT LIST AND MAINTENANCE MANUAL
MAINTENANCE MANUAL SHALL INCLUDE ALL AVAILABLE MANUFACTURERS' OPERATION AND MAINTENANCE INSTRUCTIONS TOGETHER WITH THE RECORD
DRAWINGS HERE IN BEFORE SPECIFIED AND ALL OTHER DIAGRAMS AND INSTRUCTIONS NECESSARY TO PROPERLY OPERATE AND MAINTAIN THE
EQUIPMENT. THE MANUAL SHALL ALSO INCLUDE THE NAME, ADDRESS, AND PHONE NUMBER OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS
INVOLVED IN ANY OF THE WORK SPECIFIED HEREIN. THE EQUIPMENT LIST AND MAINTENANCE MANUAL SHALL BE SUBMITTED IN ACCORDANCE WITH DIVISION
1, GENERAL REQUIREMENTS.
5. CODES, PERMITS, FEES, INSPECTIONS, RULES & REGULATIONS
THE CONTRACTOR MUST, AT HIS OWN EXPENSE, OBTAIN ALL NECESSARY PERMITS, PAY ALL LEGAL FEES AND CHARGES INCLUDING WATER AND SEWER
DEVELOPMENT FEES, AND COMPLY WITH ALL STATE AND MUNICIPAL BUILDING AND SAFETY LAWS, ORDINANCES AND REGULATIONS, RELATING TO BUILDING
AND PUBLIC HEALTH AND SAFETY. ALL WORK SHALL BE IN CONFORMANCE WITH THE GOVERNING CITY CODES.
6. EXCAVATION AND BACKFILL
COMPLETE ALL SAW CUTTING, EXCAVATION AND BACKFILL AS NECESSARY FOR THE INSTALLATION OF UNDERGROUND PIPING. COMPACT AND TAMP
BACKFILL TO ORIGINAL GRADE IN ACCORDANCE WITH REQUIREMENTS AS SPECIFIED IN SECTION ENTITLED "EARTHWORK" AND REMOVE EXCESS DIRT AS
DIRECTED. NO WORK SHALL BE COVERED UNTIL PROPERLY TESTED AND APPROVED. ALL PAVEMENT, SIDEWALK, PIPING, ELECTRICAL CONDUIT, ETC.,
CAUSED TO BE CUT OR DAMAGED BY THIS SECTION SHALL BE RESTORED TO ORIGINAL CONDITION BY WORKMEN QUALIFIED AND ACTIVE IN THE TRADES
INVOLVED.
7. ELECTRIC WIRING
ALL POWER WIRING IS INCLUDED IN DIVISION 16, ELECTRICAL. THE RESPONSIBILITY FOR PROPER CONNECTIONS AND OPERATION IS INCLUDED UNDER THIS
DIVISION.
8. WARRANTY
WARRANT THE SYSTEM, LABOR, MATERIALS AND EQUIPMENT FOR ONE (1) YEAR AFTER COMPLETION AND ACCEPTANCE. REPLACE OR REPAIR ALL
DEFECTIVE WORKMANSHIP, EQUIPMENT, AND MATERIALS AT NO ADDITIONAL COST TO THE OWNER.
9. WORK SPECIFIED HEREIN
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO FURNISH AND INSTALL COMPLETE PLUMBING AND PIPING SYSTEMS AS
INDICATED OR SPECIFIED. INSTALL AND DELIVER ALL SYSTEMS COMPLETE, IN PERFECT WORKING ORDER, AND IN FULL ACCORDANCE WITH THE INTENT AND
MEANING OF THE DRAWINGS AND SPECIFICATIONS. THE WORK, IN GENERAL, CONSISTS OF, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING:
COMPLETE SANITARY PLUMBING SYSTEMS FOR THE BUILDING WITH CONNECTIONS FROM EXISTING LINE IN THE BUILDING.
DOMESTIC WATER SYSTEM INCLUDING CONNECTION TO EXISTING STUB OUT, AND CONNECTIONS TO ALL PLUMBING FIXTURES AND EQUIPMENT.
ROUGH-IN AND FINAL CONNECTIONS OF WASTE AND WATER TO SPECIAL EQUIPMENT SPECIFIED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS OR
SUPPLIED BY OWNER, INCLUDING KITCHEN EQUIPMENT, CONDENSATE DRAIN PIPING, P-TRAPS, WASTE TUBING STOPS, FLEXIBLE TUBE RISERS, ETC. AS
REQUIRED.
VALVED OUTLETS AND CONNECTIONS TO ALL HEATING, AIR CONDITIONING, OR ELECTRICAL EQUIPMENT WITH LOCATION AS REQUIRED.
INSULATION INCLUDING DOMESTIC HOT WATER SUPPLY PIPING AS SPECIFIED.
PLUMBING SPECIALTIES, INCLUDING CLEAN-OUTS, DRAINS, FIXTURE SUPPORTS, INTERCEPTORS, ETC.
PLUMBING EQUIPMENT AS SPECIFIED AND SCHEDULED.
PLUMBING FIXTURES AS SPECIFIED.
ADEQUATE SUPERVISION OF ERECTION, BALANCING, ADJUSTMENTS AND INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE.
PAYMENT FOR ALL PLUMBING PERMITS AND INSPECTION FEES.
STERILIZATION OF POTABLE WATER SYSTEM.
10. APPROVED MANUFACTURERS
SPECIFICATION HEREIN BY BRAND NAME IS INTENDED TO ESTABLISH A STANDARD OF QUALITY. FURTHER, THIS EQUIPMENT HAS BEEN CHECKED AS TO SIZE
AND WEIGHT REQUIREMENTS AND SPACE ALLOCATION HAS BEEN MADE ACCORDINGLY.
SUBMITTAL OF EQUIPMENT BY OTHER ACCEPTABLE MANUFACTURERS MUST BE COMPLETE IN EVERY DETAIL, INCLUDING SPACE REQUIREMENTS, WEIGHT,
COMPLETE PERFORMANCE DATA, AND SUPPLEMENTAL DATA REQUESTED BY THE ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURANCE
THAT THE EQUIPMENT MEETS ALL THE REQUIREMENTS DETAILED IN THIS AND OTHER SECTIONS, AND INDICATED ON THE DRAWINGS.
EACH SECTION INCLUDES A LIST OF MANUFACTURERS WHOSE EQUIPMENT IS ACCEPTABLE TO MANUFACTURE, SUBJECT TO CONFORMANCE WITH ALL
DRAWINGS, SPECIFICATIONS AND ADDENDA ITEMS. CAREFUL CHECKING MUST BE MADE TO VERIFY THAT THE EQUIPMENT WILL MEET ALL CAPACITIES,
REQUIREMENTS, SPACE ALLOCATIONS, AND THAT THE WEIGHTS ARE NOT EXCESSIVE.
11. MATERIALS
MANUFACTURERS INDICATE A STANDARD OF QUALITY, OTHER MANUFACTURES MUST BE APPROVED AS AN EQUAL.
DOMESTIC WATER: TYPE "L" HARD DRAWN COPPER, CONFORMING TO ASTM B-88.
CLEAN OUTS: INTERIOR CONCRETE AND TILE FLOORS: "WADE W-7000". INTERIOR FINISHED WALLS: "WADE W-8460-R".
BALL VALVES: NIBCO #S-585-70, 150# SOLDER JOINT FOR ALL LINES UP TO 2" IN DIAMETER.
CHECK VALVES: NIBCO #S-413-Y, 150# SOLDER JOINT FOR ALL VALVES UP TO 2" IN DIAMETER.
GLOBE VALVES: NIBCO #S-235-Y, 150# SOLDER JOINT FOR ALL VALVES UP TO 2" IN DIAMETER.
FIXTURES: USE POLISHED CHROME PLATED, ADJUSTABLE BRASS P-TRAPS AND WASTE ARMS WITH WALL ESCUTCHEONS AT ALL EXPOSED LOCATIONS. USE
POLISHED CHROME PLATED FAUCETS WITH REMOVABLE TRIP, BRASS BODY AND BRASS HANDLES. FIXTURES AND SUPPLY FITTING SHALL BE AS SPECIFIED.
PROVIDE DIAPHRAGM TYPE POLISHED CHROME PLATED FLUSH VALVES WITH INTEGRAL VACUUM BREAKERS AND SCREW DRIVER STOPS. PROVIDE FIXTURE
STOPS AND VALVES AHEAD OF ALL EQUIPMENT OR FIXTURES. AFTER FIXTURES ARE SET IN PLACE AND SECURED TO WALLS, CAULK ALL AROUND BETWEEN
FIXTURES AND WALL WITH EITHER "DOW CORNING #780" OR G.E. CONSTRUCTION SEALANT" WHITE SILICONE CAULKING COMPOUND.
12. INSTALLATION
THE ENTIRE PLUMBING SYSTEM SHALL BE INSTALLED IN A NEAT, WORKMANLIKE, FINISHED, AND SAFE MANNER. CONCEAL ALL PIPING IN FINISHED AREAS
UNLESS NOTED OTHERWISE. ALL PIPING SHALL BE ADEQUATELY SUPPORTED AND INSTALLED PARALLEL WITH THE BUILDING WALLS. THE ENTIRE
INSTALLATION SHALL BE SUBJECT TO THE ARCHITECT'S APPROVAL.
13. TESTS
TEST WATER PIPING TO 100 PSI AND HOLD FOR 4 HOURS.
TEST SEWER AND VENT PIPING WITH A 10 FOOT HEAD OF WATER FOR 4 HOURS.
REPAIR ALL LEAKS UNTIL SYSTEMS ARE WATERTIGHT.
END OF SECTION
PLUMBING FIXTURES MAX
FLOW RATE
RESIDENTIAL LAVATORIES
PLUMBING FIXTURE MAX FLOW RATE
1.2 GPM @ 60 psi
PUBLIC LAVATORIES 0.5 GPM @ 60 psi
METERING FAUCET 0.25 GPC
SHOWER HEAD 1.8 GPM @ 80 PSI
WATER CLOSET 1.25 GPF
URINAL 0.125 GALLONS
KITCHEN FAUCET 1.8 GPM @ 60 PSI
RE)ER 72 3/$N6 )2R 3I3E 6I=E6
R22) IN67$//$7I2N
R22) MEM%R$NE6 &/$M3E' 72 %$6E
R22) &2N67R8&7I2N
67R8&78R$/ 'R$WING6 )2R
RE)ER 72 $R&+I7E&78R$/
%$6E 6E7 IN M$67I& 6E$/
3$7E 2R EQ8$/ 638N $/8MIN8M
32/<9IN</&+/2RI'E %227
3$7E 2R EQ8$/ 67E33E'
$'-867$%/E &/$M36 7<3I&$/ 67$IN/E66 67EE/ &/$M3 6&REW 7<3
6$NI7$R< 9EN7 3I3ING 7ERMIN$7E
$%29E R22) MIN
A
NTS
VENT TERMINATION THRU ROOF WITH ROOF JACK1 NTS2 NTS3
NTS4 NTS5 NTS6
WATER HEATER GENERAL NOTES:
-COLD WATER WITHIN 10' OF WH TO BE COPPER AND INSULATED.
-ALL HOT WATER AND HOT WATER RETURN TO BE INSULATED.
-INSTALL PER MANUFACTURER RECOMMENDATIONS.
-CIRCULATING PUMP SHALL HAVE A HOSE BIB ON EACH SIDE OF
THE PUMP ALONG WITH ISOLATING VALVES
GALVANIZED SHEET
METAL DRAIN PAN
STORAGE
TANK
TYPE
ELECTRIC
WATER
HEATER
SECURE WATER HEATER TO WALL
WITH (2) 20ga x 1" WIDE GALVANIZED
SHEET METAL SEISMIC STRAPS
POP-OFF DRAIN LINE
FULL SIZE OF UNIT
CONNECTION PER CPC
608.5
THERMAL EXPANSION
TANK
BALL VALVE,
TYP
ASME RATED PRESSURE
AND TEMPERATURE
RELIEF VALVE
34" HOT WATER LINE
VACUUM RELIEF VALVE
CHECK VALVE
3 4" COLD WATER
SUPPLY LINE
TERMINATE TO THE FS
WITH 2" AIR GAP
CHECK VALVE
CHECK VALVE
1/2" HOT WATER
RETURN LINE
34" TMV-1
(LIMIT WATER TEMPERATURE AT 125°F
- 4 GPM @ 5 PSI PRESSURE DROP)
BALANCING VALVE
BV-1
STRAINER
CIRCULATING
PUMP
NTS6
LAVATORY - WALL MOUNTL-2 AS SPECIFIED BY OWNERSHIP. MAXIMUM FAUCET FLOW 0.5 GPM @ 60 PSI 2"2"12"12"
DISH WASHERDW AS SPECIFIED BY OWNERSHIP. CONNECT 2" SEWER DISCHARGE THRU AIR GAP TO KITCHEN SINK.2"-12"12"
P-02 PLUMBING ENERGY COMPLIANCE
FLOOR DRAINFD-1 AS SPECIFIED BY OWNERSHIP. INSTALL MEDIUM DUTY DRAIN WITH HEAL PROOF.PROVIDE TRAP
PRIMER FLOW ACTIVATOR UNDER THE LAV.3"12"--2"
UP
UP
UP
DN
DN
F.E.
F.
E
.
COPY/PRINTER/MAIL
CONFERENCE RM
LOUNGE
OFFICEOFFICE
OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
OFFICE
OFFICEOFFICEOFFICEOFFICEOFFICEOFFICE
OFFICEOFFICE
STORAGE
M01
STORAGE
M02
UTILITY
M03
DN DN
DN
DN
DN
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
PLUMBING GENERAL NOTES:
PLUMBING KEY NOTES:
6
&W +W 66 $N' 9EN7 72 /$9$72R<
&W 66 $N' 9EN7 72 W$7ER &/26E7
&W +W 66 $N' 9EN7 72 .I7&+EN 6IN.
IN67$ +27 W$7ER +E$7ER &2NNE&7 &W +W /IMI7 +W 7EM3 $7 N2 M2RE 7+$N )
32IN7 2) &2NNE&7I2N 72 E;I67ING W$7ER /INE )IE/' 9ERI)< E;I67ING 6I=E $N' /2&$7I2N
32IN7 2) &2NNE&7I2N 72 E;I67ING 6$NI7$R< 6EWER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N'
'E37+
$33R2;IM$7E /2&$7I2N 2) ME&+$NI&$/ EQ8I3MEN76 &2NNE&7 3RIM$R< &2N'EN6$7E 3&' /INE 72
7+E 7$I/ 3IE&E 2) /$9$72R< 3R29I'E 29ER )/2W &87 2)) 6WI7&+ IN /IE8 2) 6E&2N'$R<
&2N'EN6$7E IN67$// &2N'EN6$7E 38M3 )2R 7+E /2NG R8N $N' $6 NEE'E' 72 R$I6E 7+E
&2N'EN6$7E /INE )2R &22R'IN$7I2N WI7+ E &EI/ING E/EMEN76
)/22R 'R$IN IN67$// 66 9 WI7+ &W 7R$3 3RIMER 6/23E )/22R 72 )/22R 'R$IN IN
&2M3/I$N&E WI7+ $'$ REQ8IREMEN76 $N' %8I/'ING &2'E
1
2
3
4
5
N 6&$/E
3/8M%ING )IR67 )/22R 3/$N1
PLUMBING FLOOR
PLAN
P-01
DESCRIPTION
VENTWASTE
ROUGH-IN SERVICES
ITEM FIXTURE HOTCOLDWATERWATER
N 6&$/E
3/8M%ING ME==$NINE )/22R 3/$N1
&2N7R$&72R 6+$// 9ERI)< E;I67ING 87I/I7< /INE6 3RI2R $N< %I'
&2N7R$&72R 6+$// IN&/8'E IN +I6 %I' 7+E &267 2) 7REN&+ING E;&$9$7I2N %E''ING
/2&$7ING 87I/I7< /INE6 8N'ERGR28N' $N' 'EM2/I6+ING E;I67ING 3/8M%ING )I;78RE6 I) $N<
R8N 66 /INE6 $7 $ 6/23E 2)
I) N27 3266I%/E N27I)< $R&+E2R
&2N7R$&72R 72 &22R'IN$7E WI7+ 2WNER RE3 G& )2R $N< 6ER9I&E IN7ERR837I2N $N' 6+$//
MINIMI=E '2WN7IME
&2N7R$&72R 6+$// &/E$N 6I7E E9ER<'$< $N' 'I6&$R' 7+E 'E%RI6 IN $33R23RI$7E M$NNER
2876I'E 7+E 6I7E
$// +W +WR 3I3E6 6+$// %E IN68/$7E' 3ER &$/I)2RNI$ ENERG< &2'E 7
&2N7R$&72R 6+$// 3R29I'E NEW )I;78RE6 6833/< 67236 W+$ $N' $N< 3/8M%ING )I;78RE
$&&E662R<
&2N'EN6$7E /INE 6+$// %E 3R27E&7E' IN 3/$&E RE3$IR $6 NEE'E' $N' .EE3 $6 +IG+ $6
3266I%/E # 6/23E $N' &22R'IN$7E $7 6I7E 7ERMIN$7E 72 7+E 7$I/ 3IE&E 2) /$9$72R<
&2N7R$&72R 6+$// &$3 $N< E 3/8M%ING 3I3E6 IN )/22R6 W$//6 $N' &EI/ING 7+$7 6ER9E E
3/8M%ING )I;78RE6 %EING REM29E'RE/2&$7E'
&2N7R$&72R 6+$// W$/. 7+E 6I7E 3RI2R %I''ING 7+E -2% $N' 6+$// IN&/8'E IN %I' 7+E &267
2) E;7EN'ING M2'I)<ING $N' 83GR$'ING 3/8M%ING /INE6 72 6ER9E 7+E NEW /$<287
$N< 3/8M%ING 3I3E /$RGER 7+$N W+$7 6+2WN 2N 3/$N6 6+$// %E $&&E37$%/E I) 6M$//ER
&2N7R$&72R 6+$// RE3/$&E 72 M$7&+ 6I=E6 IN'I&$7E' 2N 3/$N6
&2N7R$&72R 6+$// &22R'IN$7E WI7+ ME&+$NI&$/ &2N7R$&72R 72 RE/2&$7E $N< 3/8M%ING
9EN76 WI7+IN
2) 2876I'E $IR IN7$.E6
7
8
SYMBOL SERVICE LOCATION FUEL
TYPE
MANUFACTURER
& MODEL
ELECTRICAL DATA
VOLT PHASE (LBS)AMPS
OPER.
WEIGHT
DESCRIPTIONPWR INPUT
(KW)
GPM
OUTPUT
THERMAL
EFFICIENCY
40°F RISE
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
T
E
R
I
A
L
A
P
P
E
A
R
I
N
G
H
E
R
E
I
N
C
O
N
S
T
I
T
U
T
E
T
H
E
O
R
I
G
I
N
A
L
A
N
D
U
N
P
U
B
L
I
S
H
E
D
W
O
R
K
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
E
D
U
P
L
I
C
A
T
E
D
,
U
S
E
D
O
R
D
I
S
C
L
O
S
E
D
W
I
T
H
O
U
T
T
H
E
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
57 E. FOOTHILL BLVD,
ARCADIA, CA 91006
57
FOOTHILL
OFFICE TI
Consultant:
Seal:
240202
Sheet Title
Sheet #
REVISIONDATEDELTA
05/29/2024 1ST PLAN CHECK SET
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
07/17/2024 2ND PLAN CHECK SET
PLUMBING ENERGY
COMPLIANCE
P-02
57 E. FOOTHILL BLVD, ARCADIA, CA 91006
57 E. FOOTHILL BLVD, ARCADIA, CA 91006
WPH Engineering
411 E. Huntington Dr., Ste 313
Arcadia, CA 91006
(626) 658-7974
wph@wphengineering.com
INTERIOR OFFICE T.I.
57 E. FOOTHILL BLVE.
ARCADIA, CA 91006
JOB #: 24031
DESIGN BASED ON 2022 CBC
DESIGN LOADS:
ROOF LIVE LOAD:RLL 20 psf×:=
ROOF DEAD LOAD:RDL 15 psf×:=
MEZZ. LIVE LOAD:FLL 40 psf×:=
MEZZ DEAD LOAD:FDL 15 psf×:=
CEILING LIVE LOAD:CLL 10 psf×:=
CEILING DEAD LOAD:CDL 5 psf×:=
EXTERIOR WALL
DEAD LOAD:
WDL 15 psf×:=
INTERIOR WALL
DEAD LOAD:
WDL2 10psf:=
OVERSTRENGTH FACTOR:
(FLEXIBLE DIAPHRAGM)
Ω 3 0.5-2.5=:=
TABLE OF CONTENTS:
DESIGN CRITERIA . . . PAGE 2
FRAMING DESIGN . . . PAGE 3
ENERCALC ANALYSIS . . . PAGE 5
FOOTING DESIGN . . . PAGE 8
GURADRAIL DESIGN . . . PAGE 9
Page 1 of 11
USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.USGS web services are now operational so this tool should work as expected.
57 E Foothill Blvd, Arcadia, CA 91006, USA
Latitude, Longitude: 34.1512212, -118.0289998
Date 4/30/2024, 1:21:41 AM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Default (See Section 11.4.3)
Type Value Description
SS 1.979 MCER ground motion. (for 0.2 second period)
S1 0.739 MCER ground motion. (for 1.0s period)
SMS 2.374 Site-modified spectral acceleration value
SM1 1.256 Site-modified spectral acceleration value
SDS 1.583 Numeric seismic design value at 0.2 second SA
SD1 0.837 Numeric seismic design value at 1.0 second SA
Type Value Description
SDC D Seismic design category
Fa 1.2 Site amplification factor at 0.2 second
Fv 1.7 Site amplification factor at 1.0 second
PGA 0.862 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 1.034 Site modified peak ground acceleration
TL 8 Long-period transition period in seconds
SsRT 1.979 Probabilistic risk-targeted ground motion. (0.2 second)
SsUH 2.222 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
SsD 2.24 Factored deterministic acceleration value. (0.2 second)
S1RT 0.741 Probabilistic risk-targeted ground motion. (1.0 second)
S1UH 0.83 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
S1D 0.739 Factored deterministic acceleration value. (1.0 second)
PGAd 0.918 Factored deterministic acceleration value. (Peak Ground Acceleration)
PGAUH 0.862 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration
CRS 0.89 Mapped value of the risk coefficient at short periods
CR1 0.892 Mapped value of the risk coefficient at a period of 1 s
CV 1.496 Vertical coefficient
Page 2 of 11
24031-Vert - Framing (ROOF).xmcd
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
DESIGN ROOF FRAMING:
ROOF LIVE LOAD:RLL 20 psf:=CELING LIVE LOAD:CLL 10 psf:=
ROOF DEAD LOAD:RDL 15 psf:=CEILING DEAD LOAD:CDL 5 psf:=
MEZZ LIVE LOAD:FLL 50 psf:=EXT. WALL DEAD LOAD:WDL 15 psf:=
MEZZ DEAD LOAD:FDL 15 psf:=INT. WALL DEAD LOAD:WDL2 10 psf:=
B1) 8'-0" BEAM SUPPORTING EXISTING MEZZ.
TRIBUTARY WIDTH FLOOR:TWF 16 FT
2 8ft=:=
DEAD LOADING:Wdead FDL TWF120 plf=:=
LIVE LOADING:Wlive FLL TWF400 plf=:=
SEE ENERCALC FOR DESIGN
USE 4x10 DF#1 OR 6x12 DF#1
B2) 11'-0" BEAM SUPPORTING EXISTING MEZZ.
TRIBUTARY WIDTH FLOOR:TWF 27 FT
2 13.5ft=:=
DEAD LOADING:Wdead FDL TWF202.5 plf=:=
LIVE LOADING:Wlive FLL TWF675 plf=:=
SEE ENERCALC FOR DESIGN
USE 5 1/4x9 1/4 PSL
B3) 6'-0" BEAM (RETROFIT EXISTING BEAM)
TRIBUTARY WIDTH FLOOR:TWF 24 IN:=
DEAD LOADING:Wdead FDL TWFWDL2 5FT+80 plf=:=
LIVE LOADING:Wlive FLL TWF100 plf=:=
POINT LOADING FROM BEAM B1 AT MID SPAN
TRIBUTARY WIDTH FLOOR:TWF 27 FT
2
11FT
274.25ft2=:=
DEAD LOADING:Wdead FDL TWF1113.75lb=:=
LIVE LOADING:Wlive FLL TWF3712.5lb=:=
SEE ENERCALC FOR DESIGN
USE 3 1/2x9 1/4 PSL
Page 3 of 11
24031-Vert - Framing (ROOF).xmcd
B4) 13'-0" HEADER (STORE-FRONT)
TRIBUTARY WIDTH CEILING:TWC 5 FT:=
DEAD LOADING:Wdead CDL TWCWDL2 10FT+125 plf=:=
LIVE LOADING:Wlive CLL TWC50 plf=:=
SEE ENERCALC FOR DESIGN
USE HSS6x8x1/4
B5) CHECK EXISTING 13'-0" RAFTER FOR NEW RTU
TRIBUTARY WIDTH ROOF:TWR 24 IN:=
DEAD LOADING:Wdead RDL TWR30 plf=:=
LIVE LOADING:Wlive RLL TWR40 plf=:=
POINT LOADING FROM RTU AT MID SPAN
DEAD LOADING:Pdead
300 lb
2 150lb=:=
SEE ENERCALC FOR DESIGN
USE DBL. 2x6 OR 4x6
Page 4 of 11
Multiple Simple Beam
LIC# : KW-06016329, Build:20.24.07.08 WPH ENGINEERING (c) ENERCALC INC 1983-2023
Project File: 2403.ec6
Project Title:Engineer:Project ID:Project Descr:
Description :
BEAM Size :4x10, Sawn, Fully BracedUsing Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Douglas Fir-Larch No.11,000.01,000.0 1,500.0625.0 1,700.0620.0180.0675.0 31.210Eminbend - xx ksi
Wood Species : Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psi
Fc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf
B1) 8'-0" BEAM SUPPORTING EXISTING MEZZ
Applied Loads
Unif Load: D = 0.120, L = 0.40 k/ft, Trib= 1.0 ft
.Design Summary
Max fb/Fb Ratio =0.833 : 1
Max Reactions (k)HEWSLLr
+D+LLoad Comb :
Span # 1
Left Support
D
in
4.000 inft
78.38 psi
Fb : Allowable : 1,200.00 psi
Right Support
Fv : Allowable :Span # 1
Load Comb : +D+L
180.00 psi
fb : Actual :
Max fv/FvRatio =0.435 : 1 0.000 ft
1,000.17 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max DeflectionsTransient Downward 0.094in
Transient Upward 0.000in
Total Downward 0.123 in
Total Upward 0.000 in
0.48 1.600.48 1.60
Ratio 1016 781Ratio
LC: L Only LC: +D+L
LC: LC:
BEAM Size :5.25x9.25, Parallam PSL, Fully BracedUsing Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2021, ASCE 7-16
iLevel Truss Joist Parallam PSL 1.8E2,400.02,400.0 2,500.0425.0 1,800.0914.88190.01,755.0 45.070Eminbend - xx ksi
Wood Species : Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psi
Fc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf
B2) 11'-0" BEAM SUPPORTING EXISTING MEZZ
Applied Loads
Unif Load: D = 0.2025, L = 0.6750 k/ft, Trib= 1.0 ft
.Design Summary
Max fb/Fb Ratio =0.861 : 1
Max Reactions (k)HEWSLLr
+D+LLoad Comb :
Span # 1
Left Support D
in
5.500 inft
128.20 psi
Fb : Allowable : 2,470.35 psi
Right Support
Fv : Allowable :Span # 1
Load Comb : +D+L
190.00 psi
fb : Actual :
Max fv/FvRatio =0.675 : 1 0.000 ft
2,127.32 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max DeflectionsTransient Downward 0.359in
Transient Upward 0.000in
Total Downward 0.466 in
Total Upward 0.000 in
1.11 3.711.11 3.71
Ratio 368 283Ratio
LC: L Only LC: +D+L
LC: LC:
Page 5 of 11
Multiple Simple Beam
LIC# : KW-06016329, Build:20.24.07.08 WPH ENGINEERING (c) ENERCALC INC 1983-2023
Project File: 2403.ec6
Project Title:Engineer:Project ID:Project Descr:
BEAM Size :3.5x9.25, Parallam PSL, Fully BracedUsing Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2021, ASCE 7-16
iLevel Truss Joist Parallam PSL 1.8E2400240025004251800914.881901755 45.07Eminbend - xx ksi
Wood Species : Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psi
Fc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf
B3) 6'-0" BEAM (RETROFIT EXISTING BEAM)
Applied Loads
Unif Load: D = 0.080, L = 0.10 k/ft, Trib= 1.0 ft
1Point: D = 1.113, L = 3.712 k @ 3.0 ft
.Design Summary
Max fb/Fb Ratio =0.783 : 1
Max Reactions (k)HEWSLLr
+D+LLoad Comb :
Span # 1
Left Support
D
in
3.000 inft
130.46 psi
Fb : Allowable : 2,470.35 psi
Right Support
Fv : Allowable :Span # 1
Load Comb : +D+L
190.00 psi
fb : Actual :
Max fv/FvRatio =0.687 : 1 5.240 ft
1,934.83 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max DeflectionsTransient Downward 0.077in
Transient Upward 0.000in
Total Downward 0.103 in
Total Upward 0.000 in
0.80 2.160.80 2.16
Ratio 936 696Ratio
LC: L Only LC: +D+L
LC: LC:
Fy = 46.0 ksi
STEEL Section :HSS8x6x1/4, Fully BracedUsing Allowable Strength Design with IBC 2021 Load Combinations, Major Axis Bending E = 29,000.0 ksi
Steel Beam Design :B4) 13'-0" HEADER (STORE-FRONT)
Calculations per AISC 360-16, IBC 2021, ASCE 7-16
Applied Loads
Unif Load: D = 0.3025, L = 0.6750 k/ft, Trib= 1.0 ft
1Point: D = 0.9113, L = 3.038 k @ 3.0 ft
.Design Summary
Max fb/Fb Ratio =0.696 : 1
Max Reactions (k)HEWSLrL
+D+LLoad Comb :
Span # 1
Left Support D
in
5.547 inft
9.392 k
Mn / Omega : Allow 38.792 k-ft
Right Support
Vn / Omega : Allow
Span # 1
Load Comb : +D+L
56.229 k
Mu : Applied
Max fv/FvRatio =0.167 : 1 0.000 ft
26.998 k-ft at
atVu : Applied
Ratio 9999 Ratio 9999
Max DeflectionsTransient Downward 0.361in
Transient Upward 0.000in
Total Downward 0.508 in
Total Upward 0.000 in
2.67 6.72
2.18 5.09 306432Ratio
LC: L Only LC: +D+L
LC: LC:
BEAM Size :2-2x6, Sawn, Fully BracedUsing Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Douglas Fir-Larch No.11,000.01,000.0 1,500.0625.0 1,700.0620.0180.0675.0 31.210Eminbend - xx ksi
Wood Species : Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psi
Fc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf
B5) CHECK EXISTING 13'-0" RAFTERS FOR RTU
Applied Loads
Unif Load: D = 0.0150, Lr = 0.020 k/ft, Trib= 2.0 ft
1Point: D = 0.150 k @ 6.50 ft
.
Page 6 of 11
Multiple Simple Beam
LIC# : KW-06016329, Build:20.24.07.08 WPH ENGINEERING (c) ENERCALC INC 1983-2023
Project File: 2403.ec6
Project Title:Engineer:Project ID:Project Descr:
Design Summary
Max fb/Fb Ratio =0.960 : 1
Max Reactions (k)HEWSLLr
+D+LrLoad Comb :
Span # 1
Left Support
D
in
6.500 inft
45.42 psi
Fb : Allowable : 1,625.00 psi
Right Support
Fv : Allowable :Span # 1
Load Comb : +D+Lr
225.00 psi
fb : Actual :
Max fv/FvRatio =0.202 : 1 12.567 ft
1,560.00 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max DeflectionsTransient Downward 0.365in
Transient Upward 0.000in
Total Downward 0.808 in
Total Upward 0.000 in
0.27 0.260.27 0.26
Ratio 426 193Ratio
LC: Lr Only LC: +D+Lr
LC: LC:
Page 7 of 11
24031-Footings.xmcd
57 E. FOOTHILL BLVD.
ARCADIA, CA 91006
FOOTING DESIGN:
DESIGN LOADS:
ROOF LIVE LOAD:RLL 20 psf:=CELING LIVE LOAD:CLL 10 psf:=
ROOF DEAD LOAD:RDL 15 psf:=CEILING DEAD LOAD:CDL 5 psf:=
MEZZ LIVE LOAD:FLL 50 psf:=EXT. WALL DEAD LOAD:WDL 15 psf:=
MEZZ DEAD LOAD:FDL 15 psf:=INT. WALL DEAD LOAD:WDL2 10 psf:=
ALLOWABLE SOILS
BEARING PRESSURE:BRGallow 1500 psf:=
F1.) DESIGN CONTINUOUS FOOTING: (TYPICAL)
TRIBUTARY WIDTH ROOF:TWR 8 FT
2
4ft=:=
TRIBUTARY WIDTH CEILING:TWC 5 FT:=
wtot RDL RLL+( ) TWRCDL CLL+( ) TWC+WDL 18 FT( )+485 plf=:=
TRY ftgw 18 in:=BRGallow 1500 psf=
BRGactual
wtot
ftgw
:=BRGactual 323.333 psf=<BRGallow 1500 psf=OK
18" WIDE x 24" DEEP CONTINUOUS FOOTINGS W/ #5 BARS TOP & BOTTOM (OK)
CHECK MAX. ALLOWABLE POINT LOAD ON CONTINUOUS FOOTING
ftgw 18 in=FOOTING WIDTH
ftgd 24 in:=FOOTING DEPTH
BRGallow 1500 psf=ALLOWABLE SOIL BEARING PRESSURE
POST (BEARING) WIDTH:wbearing 3.5 in:=
MAXIMUM POINT LOAD ALLOWABLE ON
CONTINUOUS FOOTING W/O PAD FOOTING
Pallow BRGallow ftgw 2ftgd wbearing+( )9656.25 lb=:=
F2.) DESIGN 24" SQ. PAD FOOTING:
FOOTING WIDTH:W 24 IN:=
ALLOWABLE LOAD:Pallow BRGallow W26000lb=:=
MAX ALLOWABLE FOR SEISMIC:
W/ 1/3 INCREASE
PE Pallow
4
3
8000lb=:=
USE 24" SQUARE x 24" THICK PAD FOOTING
W/ #5 @ 12" O.C. EACH WAY AT BOTTOM
Page 8 of 11
STEEL TUBE GUARDRAIL CALCULATIONS
1a: DESIGN 4'-0" TOP RAIL FOR LATERAL LOADING 50 PLF
MATERIAL PROPERTIES STEEL PIPE:USE 1 1/2" DIA. STD PIPE
Fy 46 10
3× psi×:=Ab 0.75 in
2×:=
Sx 0.309 in
3×:=
E 29 10
6× psi×:=
Ix 0.293 in
4×:=
ALLOWABLE DESIGN VALUES:
Fb.b 0.66 Fy×:=Fb.b 30360 psi×=
Fv.b 0.4 Fy×:=Fv.b 18400 psi×=
CHECK BENDING STRESSES :
SPAN LENGTH:L 4 ft×:=
LOADING:W 50 PLF×:=W 50 plf×=
Mb
W L
2×
8:=Mb 100 ft lb××=
fb.b
Mb
Sx
:=fb.b 3883.495 psi×=<Fb.b 30360 psi×=OK
CHECK SHEAR DESIGN :
Vb W L×:=Vb 200 lb×=
fv.b
Vb
Ab
1.5×:=fv.b 400 psi×=<Fv.b 18400 psi×=OK
USE 1 1/2" DIA. STD PIPE TOP RAIL
Page 9 of 11
1b: DESIGN 42" CANTILEVERED POSTS-SUPPORTING TOP RAIL LOADING 200 LB
MATERIAL PROPERTIES TUBE STEEL:USE 1 1/2" DIA. STD PIPE
Fy 46 10
3× psi×:=
Ab 0.75 in
2×:=
Sx 0.309 in
3×:=E 29 10
6× psi×:=
Ix 0.293 in
4×:=
ALLOWABLE DESIGN VALUES:
Fb.b 0.66 Fy×:=Fb.b 30360 psi×=
Fv.b 0.4 Fy×:=Fv.b 18400 psi×=
CHECK BENDING STRESSES :
SPAN LENGTH:L 42 IN×:=
LOADING:P 200 LB×:=P 200 lb=
Mb P L×:=Mb 700 ft lb××=
fb.b
Mb
Sx
:=fb.b 27184.466 psi×=<Fb.b 30360 psi×=OK
CHECK SHEAR DESIGN :
Vb P:=Vb 200 lb×=
fv.b
Vb
Ab
1.5×:=fv.b 400 psi×=<Fv.b 18400 psi×=OK
USE 1 1/2" DIA. STD PIPE POST
Page 10 of 11
1c: DESIGN BASE PLATE CONN. FOR POST TO BEAM:
DESIGN LOADS:P 200 LB×:=DESIGN LOAD AT TOP OF POST
POST HEIGHT ABV. BASE h 42 in×:=
MOMENT ON COLUMN DUE TO 200 LB LOAD AT TOP OF COLUMN:
Mcolumnbase P h×:=Mcolumnbase 700 ft lb××=
TENSION FORCE ON BOLTS - DISTANCE FROM COLUMN EDGE TO CENTER OF BOLTS
Fbolts
Mcolumnbase
3.5( ) in× 1.33( )×:=Fbolts 1804.511 lb×=
WELD FORCE FROM COLUMN TO BASE PLATE (WIDTH OF COLUMN)
Fweld
Mcolumnbase
2 in× 1.33( )×:=Fweld 3157.895 lb×=
LENGTH OF WELD L 1.5 in× 1.5 in×=:=
allowable fillet weld per 1/16th inch.Fw 928 lb
in×:=
D16
Fweld
L Fw×:=D16 2.269=USE 3/16" FILLET WELD
DESIGN BASEPLATE FOR BENDING DUE TO FORCE FROM BOLTS
MOMENT ON THE BASEPLATE EQUAL TO THE CANTILEVERED DISTANCE FROM THE FACE
OF THE COLUMN TO THE CENTER OF THE BOLT TIMES THE FORCE ON THE BOLT:
M Fbolts 0.75 in×( )×:=M 112.782 FT LB××=Fy 36000 PSI×:=
USE 4"x4"x3/8"
b 4 in×:=t 3
8 in×:=
Sx b t
2×
6:=Sx 0.094 in
3×=>Sxreq M
0.66 Fy×:=Sxreq 0.057 in
3×=
DESIGN ANCHOR BOLT - ATTACHED TO WOOD
FORCE ON (2) BOLT SET:Fbolts 1804.511lb=
FORCE PER BOLT Fbolts
2 902.256 lb=
CHECK THE WITHDRAWAL VALUE OF 3/8" DIAMETER LAG SCREW - PER NDS TABLE 11.2A
Tallow = 305 PER INCH OF THREAD
EMBEDMENT OF BOLTS:DEPTH
Fbolts
2
305 LB
IN×
:=DEPTH 2.958 in×=
USE 3/8" DIA.x3 1/2" EMBED LAG SCREWS
Page 11 of 11