HomeMy WebLinkAbout400 S Baldwin Ave # FC2 - 2025 - Tataypa Peruvian Kitchen2
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1.FIREPROOFING (GENERAL CONTRACTOR TO REPAIR AS REQUIRED WITH SPRAYED MONOKOTE OR EQUAL).
2.EPOXY
NORTH
THE SHOPS AT SANTA ANITA
CONTACT: JAMES LAM
400 S. BALDWIN AVENUE, SUITE FC2
ARCADIA, CALIFORNIA 91007
TELEPHONE: 626.617.4556
EMAIL: james@shopsatsantaanita.com
TAG DESIGN WORKS
ARCHITECT: JOHNNY LU
CONTACT: WING HO
411 E. HUNTINGTON DR., SUITE 308
ARCADIA, CA 91006
TELEPHONE: 626.446.5300
EMAIL: who@tagdesignworks.com
ARCHITECT:
MECHANICAL ENGINEER:
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TENANT IMPROVEMENTS TO AN EXISTING SPACE IN THE FOOD COURT AT THE SHOPS AT SANTA ANITA LANDLORD:
FIRE RESISTANCE FOR BUILDING ELEMENTS
(CBC TABLE 601)
ROOF CONSTRUCTION AND SECONDARY MEMBERS......... 1
BUILDING ELEMENT TYPE II- A
FLOOR CONSTRUCTION AND SECONDARY MEMBERS........ 1
NON-BEARING WALLS AND PARTITIONS
INTERIOR............................................................... 0
PRIMARY STRUCTURAL FRAME......................................... 1
BEARING WALLS
EXTERIOR.............................................................. 1
INTERIOR............................................................... 1
ROOMS AND ENCLOSED SPACES
CLASS A: = FLAME SPREAD INDEX 0-25;
SMOKE DEVELOPED INDEX 0-450
CLASS B: = FLAME SPREAD INDEX 26-75;
SMOKE DEVELOPED INDEX 0-450
CLASS C: = FLAME SPREAD INDEX 76-200;
SMOKE DEVELOPED INDEX 0-450
CORRIDORS AND ENCLOSURE FOR EXIT ACCESS
STAIRWAYS AND EXIT ACCESS RAMPS
BL # TI-25-1702
MECHANICAL
PLUMBING
G000 COVER SHEET
G101
G201 GENERAL NOTES
G301 CALIFORNIA GREEN CHECK LIST
ACCESSIBILITY NOTES
ACCESSIBILITY NOTES
ACCESSIBILITY DETAILS
ACCESSIBILITY DETAILS
SITE PLAN
DEMOLITION FLOOR PLAN & REFLECTED CEILING PLAN
PROPOSED FLOOR PLAN & REFLECTED CEILING PLAN
ROOF PLAN
INTERIOR ELEVATIONS
INTERIOR PARTITION DETAILS
TYPICAL CEILING DETAILS
PROJECT DIRECTORY INDEX OF DRAWINGS
ARCHITECTURALPROJECT SCOPE
LEGAL DESCRIPTION
PROJECT LOCATION
APPLICABLE CODES
CONTRACTOR SHALL HAVE A COPY OF
EACH OF THESE CODE BOOKS AVAILABLE
AT THE JOB SITE AT ALL TIMES.
CONSTRUCTION TYPE
(CBC SECTION 602.2 TO 602.5)
ALLOWABLE AREA
(CBC TABLE 504.4)
(CBC SECTION 506 & TABLE 506.2)
ALLOWABLE HEIGHT
(TABLE 504.3)
OCCUPANCY GROUP
(CBC SECTION 302)
SMOKE & FLAME SPREAD RATING FOR
INTERIOR FINISHES
(CBC SECTION 803 & TABLE 803.13)INTERIOR EXIT STAIRWAYS, INTERIOR EXIT
RAMPS AND EXIT PASSAGEWAYS
ASSESSOR'S ID NO. : 5775-031-034
POR OF LOT 3 P M 89-76-77 & POR OF LOT 1 P M 261-91-95
400 S. BALDWIN AVENUE, SUITE FC2, ARCADIA, CA. 91007
1
SPECIAL INSPECTIONS
DEFERRED SUBMITTALS
SEPARATE PERMITS
VICINITY MAP
SPRINKLERED
CALIFORNIA BUILDING CODE2022
CALIFORNIA MECHANICAL CODE
CALIFORNIA PLUMBING CODE
CALIFORNIA ELECTRICAL CODE
CALIFORNIA FIRE CODE
CALIFORNIA ENERGY CODE- TITLE 24
SPRINKLER
FIRE ALARM
II-A (FULLY SPRINKLERED)
EGRESS & CODE SIGNAGE PLAN
PROJECT SUMMARY
OCCUPANCY
GROUP
-
-
G401
G402
G403
G404
AS101
A001
A101
A102
A401
A510
A515
MECHANICAL LEAD SHEETM-00
THE SHOPS AT SANTA ANITA
TATAYPA PERUVIAN KITCHEN
(SUITE FC2)
400 S. BALDWIN AVENUE, ARCADIA, CA. 91007
CALGREEN CODE
G000
TITLE SHEET
B B C C
TENANT IMPROVEMENT
AREA OF WORK 626 S.F.
UP
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DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT, ENGINEER AND/OR OWNER. FOR REVIEW AND COORDINATION, FOLLOWING THE
COMPLETION OF THE PROJECT ARCHITECT OR ENGINEER'S REVIEW AND COORDINATION A SUBMITTAL TO THE CITY SHALL BE MADE WHICH SHALL INCLUDE A LETTER
STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS & CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE
ACCEPTABLE WITH NO EXCEPTIONS.
CBC 107.3.4.1. DEFERRED ITEMS ARE:
1. AUTOMATIC FIRE SPRINKLER
2. FIRE ALARM ELECTRICAL
STORY LIMITATIONS
(TABLE 504.4)
1.FIRE SPRINKLER SYSTEM
2.FIRE ALARM SYSTEM
3.TENANT SIGNAGE
4.KITCHEN HOOD FIRE EXTINGUISHING SYSTEM
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
2022
2022
2022
2022
2022
2022
NO CHANGE
NO CHANGE
NO CHANGE
B
SITE
PLUMBING ENGINEER:
ELECTRICAL ENGINEER:
MWQ ENGINEERING
CONTACT: MOTAZ W QUDAH
5 UPPER NEWPORT PLAZA DRIVE, SUITE 202
NEWPORT BEACH, CALIFORNIA 92660
TELEPHONE: 562.413.9495
EMAIL: MOTAZ@MWQENG.COM
MECHANICAL FLOOR PLANM-01
GREASE HOOD DETAILSM-02
GREASE HOOD DETAILSM-03
GREASE HOOD DETAILSM-04
GREASE HOOD DETAILSM-05
GREASE HOOD DETAILSM-06
GREASE HOOD DETAILSM-07
GREASE HOOD DETAILSM-08
GREASE HOOD DETAILSM-09
GREASE HOOD DETAILSM-10
ENERGY COMPLIANCE FORMSM-11
PLUMBING LEAD SHEETP-00
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PLUMBING FLOOR PLANP-01
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ELECTRICAL SYMBOLS, NOTES & SHEET INDEXE0.01
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POWER LAYOUT & SINGLE LINE DIAGRAME1.0
ROOF PLAN POWER LAYOUTE2.0
JORGE WONG
TELEPHONE: 626.241.7868
EMAIL: jorgewo@yahoo.com
TENANT:
MWQ ENGINEERING
CONTACT: MOTAZ W QUDAH
5 UPPER NEWPORT PLAZA DRIVE, SUITE 202
NEWPORT BEACH, CALIFORNIA 92660
TELEPHONE: 562.413.9495
EMAIL: MOTAZ@MWQENG.COM
MWQ ENGINEERING
CONTACT: AMIR JAZAYERI
5 UPPER NEWPORT PLAZA DRIVE, SUITE 202
NEWPORT BEACH, CALIFORNIA 92660
TELEPHONE: 562.413.9495
EMAIL: AMIR@MWQENG.COM
ENERGY COMPLIANCE FORMSM-1213
WALL, FLOOR & CEILING SHALL NOT EXCEED THE
FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11
16 KITCHEN HOOD ATTACHMENT DETAILSA516
SERVICE
COUNTER
KITCHEN
KITCHEN
SUPPORT
FE
FE
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5
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10.0610.36
10.353'
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8
"
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SCALE:26 EGRESS & CODE SIGNAGE PLAN
1/2" = 1'-0"
EXIT WIDTH REQUIREMENTS
DOOR NO.OCCUPANT LOAD EXIT WIDTH
REQUIRED OCC. (0.2)
EXIT WIDTH
PROVIDED
E100 6 1.2"38"
OCCUPANT LOAD CALCULATION PER TABLE 1004.5
ROOM #ROOM NAME AREA S.F.OCC.LOAD OCC.
FACTOR OCC. LOAD
100 SERVICE COUNTER 169 B 150 2
101 KITCHEN 289 B 150 2
102 KITCHEN SUPPORT 165 B 150 2
TOTALS 623 6
PATH OF TRAVEL (44" MINIMUM)
OCCUPANT LOAD AT EXIT
SUITE FC2 HAS AN OCCUPANT LOAD OF 6
6 < 50, THEREFORE SUITE FC2 REQUIRES
ONLY A SINGLE EXIT
ILLUMINATED EXIT SIGN (SEE ELECTRICAL PLANS)
LEGEND
TACTILE 'EXIT' SIGNAGE
WALL HUNG FIRE EXTINGUISHER - PROVIDE 4"X12" 3-WAY SIGN A5000-MN BY
SAFETYSIGN OR EQUAL (ABOVE FIRE EXTINGUISHER)
12 OCC EXIT
NUMBER OF EXITS: 1 REQUIRED
NUMBER OF EXITS: 1 PROVIDED
EXITING REQUIREMENTS
KEYNOTES
DESCRIPTION DETAIL
G101
FIRE, LIFESAFETY
AND CODE SIGNAGE PLAN
GENERAL NOTES
INTERIOR CODE SIGNAGE GENERAL NOTES:
1.SIGNAGE SHALL BE ACRYLIC WITH SMOOTH EDGES CONFORMING TO ANSI Z97.1: COLOR
AS SELECTED BY OWNER / ARCHITECT.
2.SIGNAGE SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH CODE
REQUIREMENTS.
3.ALL CODE SIGNAGE SHALL BE ACQUIRED FROM ADA SIGN DEPOT
(WWW.ADASIGNDEPOT.COM).
28B / G40410.06
10.35
WALL HUNG 6 LITTER K-TYPE FIRE EXTINGUISHER - PROVIDE 4"X12" 3-WAY SIGN
A5000-MN BY SAFETYSIGN OR EQUAL (ABOVE FIRE EXTINGUISHER)10.36
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
REFER TO METAL STUD SIZE OR CMU NOM WIDTH AS INDICATED BY THE "METAL STUD/CMU WIDTH" CHARACTER ON THE TAG, AS
SHOWN ON PARTITION TYPE DETAILS, FOR EXAMPLE "3"=3-5/8" METAL STUDS.
REFER TO SHEET A510 FOR TYPICAL FRAMING DETAILS.
GENERAL NOTES-SEISMIC ZONES IBC D-F, CBC3-4:
ALL METAL STUD PARTITION TYPES SHALL COMPLY WITH PARTITION TYPE GENERAL NOTES, AND ALL METAL STUDS SHALL BE MIN 20
GA, UNO.
ALL CMU PARTITION TYPES SHALL COMPLY WITH PARTITION TYPE GENERAL NOTES, AND REINFORCING AS INDICATED ON THE
STRUCTURAL DRAWINGS, UNO.
PARTITION TYPE GENERAL NOTES
WALL TYPE NOTES:
1.TYPE "X" GYP WALL BOARD SPECIFIED THROUGHOUT UNLESS OTHERWISE SPECIFIED. PROVIDE MOISTER RESISTANT GYP
BOARD AT ALL WET WALLS. PROVIDE TILE BACKER BOARD ON ALL WALLS WITH TILE. FIRE RESISTANT ASSEMBLIES TILE
BACKER BOARD SHALL BE PROVIDED OVER THE FIRE RESISTANT SYSTEM.
2.INSTALL CONTROL JOINTS MAXIMUM 30'-0" O.C. INTERVAL WHERE A CONTROL JOINT OCCURS IN AN ACOUSTICAL OR FIRE
RATED SYSTEM, BLOCKING SHALL BE PROVIDED BEHIND THE CONTROL JOINT BY USING A BACKING MATERIAL SUCH AS 5/8"
TYPE "X" GYP BOARD, MINERAL FILLER OR OTHER TESTED EQUIVALENT.
3.CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITY NUMBERS AT ALL WALLS. WALLS DESIGNATED
AS "BASED ON" VARY AS NOTED IN PARENTHESIS. SEE STRUCTURAL SHEAR WALLS SCHEDULE FOR SHEAR WALL
ATTACHMENT AND EDGE BLOCKING REQUIREMENTS WHERE APPLICABLE. STRUCTURAL SHEAR WALL SCHEDULE OVERRIDES
LISTED ASSEMBLY ATTACHMENT AND BLOCKING REQUIREMENTS ONLY WHEN MORE RESTRICTIVE.
4.WALL TYPES STATED AS "BASED ON" A LISTED ASSEMBLY MIGHT VARY IN STUD SIZE. NO EXACT LISTED ASSEMBLY EXISTS.
PER GA-600-2012 P.9 ITEM 16, "GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED TO BE USED IN METAL - OR WOOD - STUD
SYSTEMS." THESE WALLS CAN ALSO BE SHOWN TO MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION
METHOD PER SECTION 703.3.3 AND SECTION 721 IF REQUIRED.
5.WALL TYPES STATED AS "BASED ON" A LISTED ASSEMBLY MIGHT VARY DUE TO ADDITION OF EXTRA LAYER(S) OF ELEMENTS.
NO EXACT LISTED ASSEMBLY EXISTS. PER GA-600-2012 P. ITEM 22, "ADDITIONAL LAYERS OF TYPE "x" OR REGULAR GYP BOARD
SHALL BE PERMITTED TO BE ADDED TO ANY SYSTEM." FASTENERS SPECIFIED FOR THE ATTACHMENT OF GYP BOARD APPLIED
OVER THE ADDITIONAL LAYER(S) OF ELEMENTS SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE ADDITIONAL
LAYER(S).
6.METALLIC OUTLET BOXES SHALL BE PERMITTED TO BE INSTALLED IN WOOD AND STEEL STUD WALLS OR PARTITIONS HAVING
GYPSUM BOARD FACINGS AND CLASSIFIED AS TWO HOURS OR LESS. THE SURFACE AREA OF INDIVIDUAL BOXES SHALL NOT
EXCEED 16 SQUARE INCHES. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE FEET. BOXES
LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE IN SEPARATE STUD CAVITIES AND SHALL BE SEPARATED
BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. APPROVED NONMETALLIC BOXES SHALL BE PERMITTED AS ALLOWED BY
LOCAL CODE.
A.GENERAL REQUIREMENTS
1.AIA DOCUMENT A201 - 2007 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARE HEREBY INCLUDED AS PART OF
THE CONTRACT DOCUMENTS AND OWNER/CONTRACTOR AGREEMENT.
2.SOLELY AS A CONVENIENCE TO THE OWNER, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS
(OR INCORPORATE 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.
3.THE ENTIRE WORK SHALL BE WARRANTED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR
FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. THE WARRANTY SHALL SPECIFICALLY PROVIDE THAT ALL DEFECTS IN
MATERIAL AND WORKMANSHIP APPEARING DURING THE WARRANTY PERIOD, AS DETERMINED BY THE ARCHITECT, WILL BE
REMEDIED TO THE SATISFACTION OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL
SECURE AND FURNISH TO THE OWNER AS A CONDITION PRECEDENT TO FINAL ACCEPTANCE AND PRIOR TO APPLICATION FOR
PAYMENT, ALL WRITTEN GUARANTEES AND WARRANTIES, A LIST OF NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF ANY
AND ALL SUB-CONTRACTORS USED FOR THE CONSTRUCTION AND SERVICES.
4.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.
5.WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS SHALL COMPLY WITH ALL APPLICABLE BUILDING
CODE REGULATION AND ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT TO THE PROJECT ARE BOUNDARIES SHALL
CONTINUE UNINTERRUPTED OCCUPANCY DURING CONSTRUCTION OF THE PROJECT.
6.CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY TO
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS: AND 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.
7.CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE RULES AND REGULATIONS OF THE LANDLORD IN THE
PERFORMANCE OF THE WORK. A COPY OF THE RULES AND REGULATIONS ARE AVAILABLE FROM THE LANDLORD UPON
REQUEST.
8.CONTRACTORS INSURANCE REQUIREMENTS PER LANDLORD RULES AND REGULATIONS AND TENANT REQUIREMENTS. EACH
POLICY OF INSURANCE SHALL NAME THE LANDLORD AND TENANT, SUCCESSORS, AND ASSIGNS WITHOUT ADDITIONAL CHARGE.
THE CONTRACTOR SHALL CERTIFY TO THE OWNER THAT HE HAS OBTAINED SIMILAR CERTIFICATES OR MEMORANDUM EVIDENCE
FORM EACH OF THE SUBCONTRACTORS BEFORE THEIR WORK COMMENCES. EACH SUBCONTRACTOR MUST BE COVERED BY
INSURANCE OF THE SAME CHARACTER, NAMING THE CONTRACTOR AN THE OWNER AS ADDITIONAL INSUREDS.
9.CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO FAMILIARIZE THEMSELVES WITH THE EXISTING
CONDITIONS.
10.THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK.
11.THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
PROCEEDING WITH THE WORK.
12.THE CONTRACTOR SHALL INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO MOVEMENT OR DAMAGE DURING
DEMOLITION, CUTTING AND PATCHING. AFTER UNCOVERING THE WORK, INSPECT CONDITIONS AFFECTING INSTALLATION OF
NEW WORK. IF UNCOVERED CONDITIONS ARE NOT AS ANTICIPATED, IMMEDIATELY NOTIFY THE ARCHITECT AND SECURE NEEDED
DIRECTIONS. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED.
13.THE CONTRACTOR SHALL PROVIDE ALL REQUIRED PROTECTION PRIOR TO CUTTING, INCLUDING BUT NOT NECESSARILY LIMITED
TO SHORING, BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY OF THE EXISTING WORK. THE CONTRACTOR SHALL
CAREFULLY PROTECT ALL EXISTING FINISHES TO REMAIN SUCH AS WALL COVERING, FLOORING, CEILING AND DOORS. HE SHALL
PERFORM ALL CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND
WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF NEW WORK. PERFORM FITTING AND ADJUSTMENT OF
PRODUCTS TO PROVIDE FINISHES INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND FINISHES.
14.THE ARCHITECT WILL NOT BE RESPONSIBLE FOR ANY ACTION TAKEN BY ANYONE ON THE PROJECT IF THAT PERSON HAS
KNOWLEDGE OF ANY DISCREPANCY, OMISSION, OR AMBIGUITY IN THE DRAWINGS OR SPECIFICATIONS UNTIL THE ARCHITECT
HAS BEEN NOTIFIED, CORRECTED THE DISCREPANCY, MADE THE INCLUSION OR MORE CLEARLY EXPLAINED THE INTENT OF THE
DRAWINGS OR SPECIFICATIONS.
15.GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COORDINATION OF THE VARIOUS TRADES PERFORMING THE
WORK. CONTRACTOR SHALL SUBMIT FOR REVIEW COMPLETE, COMPOSITE COORDINATION SHOP DRAWINGS ILLUSTRATING THE
EXTENT AND POSITION OF EACH COMPONENT OF THE WORK AS TO AVOID CONFLICT AND TO MAINTAIN REQUIRED SERVICE
ACCESS AND CODE REQUIRED CLEARANCES. NO WORK SHALL BE PERFORMED UNTIL REFERENCED COORDINATION SHOP
DRAWINGS HAVE BEEN REVIEWED WITH NO EXCEPTION TAKEN.
16.DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.
17.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.
18.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.
19.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 DOCUMENT, 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 THE COST.
19.1.TESTS SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED STANDARDS BY COMPETENT, INDEPENDENT TESTING
LABORATORY. ANY MATERIAL FOUND DEFECTIVE OR NOT IN CONFORMITY WITH THE SPECIFICATION STANDARDS SHALL BE
PROMPTLY REPLACED OR REPAIRED AT THE EXPENSE OF THE CONTRACTOR. SAMPLES REQUIRED FOR TESTING WILL BE
FURNISHED BY THE CONTRACTOR AND SELECTED AS DIRECTED BY THE ARCHITECT.
20.THE CONTRACTOR SHALL RETAIN ALL STORED ITEMS IN AN ORDERLY ARRANGEMENT ALLOWING MAXIMUM ACCESS, NOT
IMPEDING WALKWAYS AND PROVIDING THE REQUIRED PROTECTION OF MATERIALS.
21.THE CONTRACTOR SHALL MAINTAIN THE PROJECT AREA IN A NEAT AND ORDERLY CONDITION AT ALL TIMES, NOT ALLOWING THE
ACCUMULATION OF SCRAP, DEBRIS, WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR CONSTRUCTION OF THIS WORK.
22.THE CONTRACTOR SHALL CONDUCT THE FINAL CLEANING OF ALL AREAS AFFECTED BY THIS WORK. VISUALLY INSPECT ALL
INTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIAL, SMUDGES AND OTHER FOREIGN MATTER. REMOVE
ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. REMOVE ALL PAINT DROPPINGS, SPOTS, STAINS AND DIRT
FROM FINISHED SURFACES. USE ONLY THE SPECIFIED CLEANING MATERIALS AND EQUIPMENT. CLEAN AND POLISH ALL GLASS
EITHER INSTALLED OR AFFECTED BY THIS WORK.
23.THE CONTRACTOR SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS, SIZES AND POSITIONS OF ALL OPENINGS IN
FLOOR AND WALL CONSTRUCTION NECESSARY FOR THE INSTALLATION OF THE WORK. CONFIRM LOCATION WITH THE PROJECT
MANAGEMENT TEAM PRIOR TO BEGINNING THE WORK.
24.CONTRACTOR SHALL XRAY/RADAR TO LOCATE ALL REINFORCEMENT AND UTILITIES IN STRUCTURAL CONCRETE SLABS, BEAMS,
WALLS ETC. PRIOR TO DRILLING, CUTTING OR INSTALLING FASTENERS.
25.PENETRATIONS INTO AND THROUGH PARTITIONS CONTAINING SOUND INSULATION BATTS SHALL BE SEALED WITH PERMANENT
RESILIENT SEALANT SPECIFIED FOR THAT PURPOSE. ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BE SEALED,
LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE INTEGRITY OF THE ACOUSTICAL ASSEMBLY. ALL PENETRATIONS
THROUGH MATERIALS PROVIDING FIRE PROTECTION SHALL BE SEALED TO MAINTAIN REQUIRED FIRE RATING.
26.ALL PIPING AND DUCT WORK, VALVES, DAMPERS, CONTROLS AND TERMINATIONS SHALL BE INSTALLED AT LOCATIONS WHICH
PROVIDE SAFE, DIRECT AND EASY ACCESS. PROVIDE ACCESS DOORS AT WALLS AND CEILINGS FOR ACCESS WHERE REQUIRED,
WHETHER SHOWN ON THE DRAWINGS OR NOT, WITH NO ADDITIONAL COST TO THE OWNER.
27.ALL ATTACHMENTS TO AND PENETRATIONS THROUGH CONCRETE NOTED ON THE DRAWINGS TO BE WATERPROOFED SHALL BE
MADE PRIOR TO APPLICATION OF THE WATERPROOFED MATERIAL.
28.CUTTING, BORING, SAW-CUTTING OR DRILLING THROUGH THE NEW OR EXISTING STRUCTURAL ELEMENTS TO BE DONE ONLY
WHEN SO DETAILED IN THE DRAWINGS OR REVIEWED AND ACCEPTED BY THE STRUCTURAL ENGINEER.
29.PENETRATION THROUGH FIRE RATED FLOORS AND WALLS SHALL BE PROVIDED IN ACCORDANCE WITH THE CBC SECTIONS 709.6
AND 714 SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE PROVIDED FOR REVIEW BY INSPECTION AUTHORITIES.
SUBSTITUTIONS OF OR REVISIONS OR ADDITIONS TO APPROVED SYSTEMS SHALL BE SUBMITTED TO THE INSPECTOR OF
RECORD AND THE FIRE DEPARTMENT FOR FIELD REVIEW AND APPROVAL.
30.THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVING EXISTING FACILITIES, EXCEPT WHEN AUTHORIZED IN
WRITING BY THE OWNER AND ALL AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING
CONSTRUCTION ACTIVITIES ACCEPTABLE TO LANDLORD AND GOVERNING AUTHORITIES.
31.THE WORK SHALL INCLUDE ALL REMOVALS NOT SPECIFICALLY INDICATED ON DRAWINGS BUT NECESSARY FOR THE
COMPLETION OF WORK.
32.THE CONTRACTOR SHALL KEEP ALL EXITS READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES.
B.DEFINITIONS
1.WHEN A DETAIL IS IDENTIFIED AS TYPICAL. THE CONTRACTOR SHALL APPLY THIS DETAIL TO EVERY LIKE CONDITION WHETHER
OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. WHEN A NOTE IS IDENTIFIED AS TYPICAL (TYP.), THE CONTRACTOR
SHALL APPLY THIS NOTE TO EVERY LIKE CONDITION (REPRESENTED GRAPHICALLY OR NOT) WHETHER OR NOT THE REFERENCE
IS REPEATED IN EVERY INSTANCE.
2."SIMILAR" INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL BE PROVIDED COMPARABLE TO THE CHARACTERISTICS FOR
THE CONDITION NOTED.
3.AS REQUIRED INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTES, SYSTEM AS INDICATED IN THE PROJECT
DOCUMENTS, SHALL BE PROVIDED.
4.ALIGN INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE & PLUMB RELATION TO ADJACENT
MATERIALS.
C.PERMITS
1.OWNER WILL REIMBURSE CONTRACTOR FOR THE COST OF BUILDING PERMIT. COST OF ALL OTHER PERMITS BY CONTRACTOR.
2.COST FOR THE INSTALLATION OF THE TEMPORARY BARRICADE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL MAINTAIN BARRICADE DURING CONSTRUCTION AND REMOVE WHEN CONSTRUCTION IS COMPLETE.
3.SEPARATE PERMITS SHALL BE OBTAINED FOR PEDESTRIAN PROTECTION, DEMOLITION, PLUMBING, MECHANICAL ELECTRICAL,
FIRE SPRINKLER, AND FIRE ALARM AS REQUIRED BY THE LOCAL GOVERNING AGENCIES OR FIRE SPRINKLER AND FIRE ALARM
AGENCIES. THE COST FOR THE SEPARATE PERMITS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
4.COST FOR THIRD PARTY INSPECTIONS AND TESTING SHALL BE THE RESPONSIBILITY OF THE OWNER. ALL OTHERS ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
MATERIAL LEGEND
ELECTRICAL LEGEND
DURESS ALARM SWITCH WALL MOUNTEDDA
HS
VCR
HORN / STROBE
DOOR BELL
VIDEO RECORDER
SECURITY ALARM KEYPAD
SMOKE DETECTOR
JUNCTION BOX IN WALL
JUNCTION BOX ABOVE CEILING
J
J
SAK
v AUDIBLE ALARM
VISUAL ALARM
SD
EXHAUST FAN
CARD READER
THERMOSTATT
P PANIC BUTTON
M MOTION SENSOR IN WALL
MONITORM
MOTION SENSOR ON CEILINGM
CAMERA WITH DATA OUTLET
WIRELESS ACCESS POINT WITH DATA OUTLETWAP
DEDICATED DUPLEX ELECTRICAL OUTLET
TELE-POWER POLE W/ 4 ELECTRICAL OUTLETS
VOICE & DATA OUTLET w/ TERMINATION FACEPLATE
DATA OUTLET w/ TERMINATION FACEPLATE
VOICE OUTLET w/ TERMINATION FACEPLATE
220V. ELECTRICAL OUTLET
QUADRUPLEX ELECTRICAL OUTLET
THREE-WAY LIGHT SWITCH
DUPLEX ELECTRICAL OUTLET
LIGHT SWITCH
FLOOR WALL
DEDICATED QUADRUPLEX ELECTRICAL OUTLET
d.d.
d.d.
RECESSED ELECTRICAL PANEL
SECTION NUMBER
SHEET NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
ELEVATION NUMBER
ROOM TAG
FIRE EXTINGUISHER IN
RECESSED CABINET
CONCRETE MASONRY BLOCK
GYPSUM BOARD
STUCCO / PLASTER
RIGID INSULATION
FINISHED WOOD - AS NOTED
CONTINUOUS WOOD
BATT INSULATION
EARTH
PLYWOOD
CONCRETE
METAL
WOOD BLOCKING
E.F.I.S.
WORK POINT, DATUM POINT
DOOR NUMBER
ROOM NUMBER
ELEVATION NUMBER
SHEET NUMBER
GRID REFERENCE
SEE ELECTRIC DRAWINGS
ILLUMINATED EXIT SIGN
REVISION NUMBER
ELEVATION SHOWN
WALL TYPES-REFER TO SHEET A511
CONSTRUCTION KEYNOTES
DEMOLITION KEYNOTES
INTERIOR ELEVATION MATERIALS
FIXTURE SCHEDULE
REFER TO ELEVATION SHEET
COLOR & MATERIAL REFERENCE
EQUIPMENT SCHEDULE
A
-
-
-
-
--
-
7.05
-
-CEILING TYPE AND CEILING HEIGHT
WINDOW NUMBER
-
ABBREVIATIONS AND SYMBOLS
℄
DIA.
C.L.,
AMERICAN DISABILITIES ACT
ACOUSTICAL CEILING TILE
CENTER LINE
AND
PERPENDICULAR
ANCHOR BOLT
CHANNEL
AIR CONDITIONING
ASPHALTIC CONCRETE
POUND OR NUMBER
DIAMETER OR ROUND
AREA DRAIN
ADJUSTABLE
ADJACENT
ARCHITECTURAL
APPROXIMATE
ALUMINUM
ABOVE FINISH FLOOR
AUTOMATIC SPRINKLER
ACOUSTICAL
AT
&
@
#
A/C
AC
AB
ADA
ARCH.
APPROX.
AD
ACT
A.F.F.
A.S.R.
ALUM.
ADJ
ACOUS.
CONTROL JOINTC.J.
COLUMN
CLEAR
CEILING
CERAMIC TILE
COUNTERSUNK
CONTINUOUS
CONNECTION
CENTER, COUNTER
CONTRUCTION
DEPARTMENT
DOUGLAS FIR
DOUBLE
DRINKING FOUNTAIN
CONCRETE
C.T.
CTSK.
CONT.
CONN.
D.F.
DEPT.
DBL.
CTR.
CONST.
CONC.
COL.
CLR.
CLG.
BUILDING
BOARD
CARPET
BETTER
BLOCKING
BOTTOM
BEAM
CAST IRON
CATCH BASIN
CABINET
BLOCK
BD.
BM.
C.I.
BTR.
BLKG.
C.B.
CAB.
BOT.
BLK.
BLDG.
CPT.
DETAIL
DOOR OPENING
DOWNSPOUT
DETAIL
DOOR
DOWN
DIMENSION
DRAWING
DIAMETER
DN.
DR.
DIA.
DO
DWG.
DTL.
D.S.
DIM.
DET.
EAST
DRAWER
EACH
E.
EA.
DWR.
ELECTRIC WATER COOLER
ELEVATION
EXPANSION JOINT
EQUAL
EQUIPMENT
EXPANSION
EXISTING
EXHAUST
ENCLOSURE
EPOXY TOPPING
EXTERIOR
EXPOSED
ELECTRICAL
E.J.
EQ.
E.T.
EQUIP.
EXIST., (E)
E.W.C.
EXT.
EXP.
EXH.
ENCL.
ELEC.
EL., ELEV.
FURRING
FOOTING
FACE OF MASONRY
FOOT OR FEET
FACE OF STUD
FT.
FURR.
FTG.
F.O.M.
F.S.
F.O.S.
FULL SIZE
FLOOR SINK
FINISH SURFACE
FACE OF
FACE OF SHEATHING
FACE OF FINISHF.O.F.
F.O.
F.O.SH.
FIRE ALARM
FLAT BAR
FLOOR DRAIN
FINISH GRADE
FIRE HYDRANT
FOUNDATION
FACTORY FINISH
FINISH
FLOOR FINISH
FLUORESCENT
FLOW LINE
FLOOR
FIRE EXTINGUISHER
F.A.
F.E.
F.F.
FIN.
F.L.
FLUOR.
F.G.
F.H.
FDN.
F.B.
FL., FLR.
F.D.
INSIDE DIMENSIONI.D.
INSULATION
INFORMATION
INSIDE DIAMETER
JOIST
JANITOR
INTERIOR
INSUL.
INFO.
JST.
JAN.
INT.
HOSE BIBB
HOLLOW CORE
HARDWOOD
HARDWARE
HEIGHT
HORIZONTAL
HOLLOW METAL
HOUR
HIGH POINT
HORSE POWER
HEADER
H.C.
H.B.
HDWD.
HDW.
HT
HORIZ.
HOR.
H.M.
HR.
H.P.
HDR.
GENERAL CONTRACTOR
GAUGE
GRAB BAR
GALVANIZED
GLASS
GYP. WALL BOARD
GALVANIZED IRON
GROUND
GYPSUM
GALVANIZED STEEL
GRADE
G.B.
GA.
GALV.
G.C.
GL.
G.I.
GRD.
G.S.
GYP.
GR.
MEDIUM DENSITY OVERLAY
LIQUID MARKER BOARD
LABORATORY
CONSTRUCTION JOINT
LIGHT
LAMINATE
MECHANICAL
MAXIMUM
LAVATORY
METAL
MANHOLE
METAL LATH
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MANUFACTURER
NORTH
MULLION
MOUNTED
NOMINAL
NUMBER
NOT IN CONTRACT
NOT TO SCALE
K.J.
LAB.
LAM.
L.M.B.
LT.
M.D.O.
MECH.
MAX.
L., LAV
M.H.
M.L.
MET., MTL.
MISC.
MIN.
MFR.
M.O.
N.
MUL.
MTD.
NOM.
NO.
N.I.C.
N.T.S.
PAPER TOWEL DISPENSER
ON CENTER
OFFICE
OVERHEAD
OVERFLOW DRAIN
OUTSIDE DIMENSION
OUTSIDE DIAMETER
OPPOSITE
OPENING
POUR JOINT
OVERFLOW SCUPPER
PROPERTY LINE
PLANTING AREA
PLUMBING
PLASTER
POINT
PAIR
PLYWOOD
PLASTIC LAMINATE
PAVEMENT
PRESSED METAL
PLATE
O.D.
O.C.
O.H.
OFF.
OPP.
O.S.
OPNG.
P.J.
P.L.
P.A.
PLAM.
PLBG.
PLAS.
PT.
PR.
PLYWD.
P.MET.
PVMT.
PTD.
PL.
QUARRY TILEQ.T.
RETURN AIR
RADIUS
ROOF DRAIN
ROOM
REINFORCED
REQUIRED
REFERENCE
RISER, RADUIS
REFRIGERATOR
REFRIGERATION
RESILIENT
RE-SAWN
REDWOOD
ROUGH SAWN
R.
R.A.
RAD.
R.D.
REFRIG.
RM.
REQ'D.
REINF.
REF.
RESIL.
R.S.
RWD.
REVERSEREV.
SUSPENDED
STRUCTURAL
SYMMETRICAL
SWITCHBOARD
STAINLESS STEEL
SERVICE SINK
SUSP.
S.S.
STRUCT.
SYM.
SWBD.
SINK
SOUTH
SOLID CORE
SHEATHING
SECTION
SUPPLY AIR
SHEETING
SLIDING
SIMILAR
SQUARE
STATION
SCORE LINE
STEEL
STANDARD
STORAGE
SHEET
SPECIFICATION
STORM DRAIN
SCUPPER DRAIN
SO.
S.
S.D.
S.C.
SH.
SEC.
S.A.
SHTG.
SL.
SIM.
STA.
SQ.
SPEC.
STD.
STOR.
STL.
SHT.
WEATHERPROOFW.P.
WORK POINT
WATERPROOF
TOP OF CATCH BASIN
TOP OF SHEATHING
UNLESS OTHERWISE
TOILET PAPER DISPENSER
VINYL COMPOSITION TILE
T.
T.B.
T.A.
T.O.C.
T.C.
TER.
THK.
TEL.
T.O.SH.
T.O.M.
T.O.W.
T.V.
T.P.D.
T.J.
U.O.N.
U.N.O.
TYP.
T.O.P./T.P.
V.I.F.
V.C.T.
VERT.
W.
W.C.
W/
W.H.
WD.
T.O.F.
TREAD
TACK BOARD
TREE AREA
TRANSFORMER
THICK
TERRAZZO
TOP OF CURB
TELEPHONE
TOP OF CONCRETE
TOWEL BAR
TOP OF WALL
TELEVISION
TOP OF PARAPET
TOP OF MASONRY
TOOL JOINT
OTHERWISE
UNLESS NOTED
NOTED
TYPICAL
VERTICAL
WEST
WITH
VERIFY IN FIELD
WATER CLOSET
WOOD
WIDE FLANGE
WATER HEATER
TOP OF FRAMING
T.O.D.
TOP OF STEEL DECKING
WF.
F
E
D
B
A
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
∠ANGLE
KICK PLATE
MARKER BOARD
MOP RACK
MODULAR SYSTEM
FURNITURE
NEW
KP
MB
MR
MSF
(N)
REMOVE
VISION PANEL
(R)
VP
TELE/DATA BACKBOARD TBB
S.V.SHEET VINYL
TBD TO BE DETERMINED
SFM STATE FIRE MARSHAL
PRISON INDUSTRYPIA
AUTHORITY
OCCUPANT LOADO.L.
C
TEMPERED GLASS
PANIC HARDWAREPH
WT.WEIGHT
DUPLEX RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
QUAD RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
J JUNCTION BOX
F
S
TYPICAL PLAN SYMBOLS (NEW)
CEILING MOUNTED, PENDANT LIGHT
SPRINKLER HEAD
CEILING FAN
SMOKE DETECTOR
EXIT SIGN
EMERGENCY LIGHT
2x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
SPRINKLER RISER
GAS METER
F
S
TYPICAL PLAN SYMBOLS (EXISTING)
SUPPLY AIR GRILLE
RETURN AIR GRILLE
SPRINKLER HEAD
CEILING FAN
SMOKE DETECTOR
EXIT SIGN
EMERGENCY LIGHT
SPRINKLER RISER
GAS METER
F
S
TYPICAL PLAN SYMBOLS (DEMOLITION)
SPRINKLER HEAD
CEILING FAN
SMOKE DETECTOR
EXIT SIGN
EMERGENCY LIGHT
SPRINKLER RISER
GAS METER
1x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
STRIP LIGHT FIXTURE-SEE ELECTRICAL PLAN
CEILING MOUNTED LIGHT
2x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
1x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
STRIP LIGHT FIXTURE-SEE ELECTRICAL PLAN
CEILING MOUNTED LIGHT
2x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
1x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
STRIP LIGHT FIXTURE-SEE ELECTRICAL PLAN
CARBON MONOXIDE DETECTOR
RECESSED LIGHT FIXTURE
C
SUPPLY AIR GRILLE
SUPPLY AIR GRILLE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
SUPPLY AIR GRILLE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
WALL MOUNTED LIGHT FIXTURE
CARBON MONOXIDE DETECTORC
CARBON MONOXIDE DETECTORC
UNIT PANELBOARD, FLUSH MOUNTED, RATED AS NOTED
RECESSED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
(N) UNIT PANELBOARD, FLUSH MOUNTED, RATED AS NOTED
RECESSED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
UNIT PANELBOARD, FLUSH MOUNTED, RATED AS NOTED
DUPLEX RECEPTACLE, 15A, 125V UNLESS NOTED OTHERWISE
QUAD RECEPTACLE, 15A, 125V UNLESS NOTED OTHERWISE
J JUNCTION BOX
DUPLEX RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
QUAD RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
J JUNCTION BOX
FH
(E)WALL TO REMAIN
(E)ONE-HOUR WALL
(E)TWO HOUR WALL
(N)PARTITION
ONE-HOUR WALL
TWO HOUR WALL
PARTITION TYPE
(N)WALL INFILL
WALL LEGEND (EXISTING)
DATA OUTLET
TELEVISION OUTLET
VOICE & DATA OUTLET
DATA OUTLET
TELEVISION OUTLET
VOICE & DATA OUTLET
DATA OUTLET
TELEVISION OUTLET
VOICE & DATA OUTLET
REMAIN(REM)
RELOCATE(RELO)
REPLACE(REPLACE)
ANNOTATION SYMBOLS
WALL LEGEND (NEW)
FH
FH
D.DIMENSIONS
1.DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE WALL, NOMINAL FACE OF CMU
WALL, FACE OF SHEATHING AT EXTERIOR AND FACE OF STUD AT INTERIORS, AS SCHEDULED, UNLESS OTHERWISE NOTED.
2.ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB.
3.FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED.
4.VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE
FINISH FLOOR - AFF.
5.CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC PANEL CEILING GRID OR
FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED.
6.DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE, AND DIMENSIONAL RELATIONSHIP
BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS.
7.WHERE DIMENSIONAL DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY BEFORE
PROCEEDING WITH THE WORK.
D.TEMPORARY FACILITIES
1.THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR CONSTRUCTION WATER, POWER, AND TOILET FACILITIES.
2.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.
3.A MINIMUM OF ONE (1) 2A:10BC RATED EXTINGUISHER OR AS REQUIRED BY PUBLIC AGENCY HAVING JURISDICTION SHALL BE
MAINTAINED AT THE JOB SITE.
F.ACCESS DOORS & 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.
G. SPECIALTIES - FIRE EXTINGUISHERS
1.PROVIDE MIN. ONE (1) PORTABLE CLASS 2A: 10BC FIRE EXTINGUISHER. 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 AND AS NOTED ON THE DRAWINGS.
H.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 AND ARCHITECT.
3.ROOM SIGNAGE SHALL BE BY CONTRACTOR BY STATE AND/OR LOCAL CODES.
I.FIRE ASSEMBLIES
1.FIRE RESISTIVE FLOOR CEILING OR ROOF CEILINGS ASSEMBLIES SHALL BE PROVIDED, CONSTRUCTED, AND / OR MAINTAINED IN
ACCORDANCE WITH SECTION 712 OF THE CALIFORNIA BUILDING CODE.
2.SHAFT ENCLOSURES: OPENINGS THROUGH FLOORS SHALL BE ENCLOSED IN A SHAFT ENCLOSURE OF FIRE RESISTIVE
CONSTRUCTION IN ACCORDANCE WITH SECTION 713 OF THE CALIFORNIA BUILDING CODE.
3.PROVIDE FIRE STOPPING AT ALL THROUGH PENETRATIONS IN FIRE RATED WALL ASSEMBLIES, FLOOR/ CEILING ASSEMBLIES,
CEILING / ROOF ASSEMBLIES, ETC. ALL FIRESTOPPING ASSEMBLIES SHALL HAVE U.L. LISTING OR EQUAL AND MEET THE
REQUIREMENTS OF CALIFORNIA BUILDING CODE SECTION 711 & 712.
J.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 LABEL ALL SHUT OFF SUPPLY VALVES WITH THE AREAS/ITEMS IN WHICH THEY ARE SERVING.
4.WHERE IT HAS BEEN RECOMMENDED BY THE SOILS SURVEY REPORT TO PROVIDE PIPE PROTECTION FROM UNDERGROUND
CORROSIVE SOIL(S), PIPES SHALL BE PROTECTED/ENCASED PER THE INSTALLATION/ENCASEMENT PORTIONS OF ASTM-74, ASTM
D 2321 & AWWA C105 AS APPLIES.
K.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.CONTRACTOR SHALL UTILIZE BUILDING CONTRACTOR FOR STARTUP OF HVAC UNITS.
L.FIRE SPRINKLERS (DESIGN BUILD)
1.THE BUILDING IS FULLY SPRINKLERED THROUGHOUT. THE DESIGN BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFYING
THE EXISTING SYSTEM TO ACCOMMODATE THE PROPOSED IMPROVEMENTS.
2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE 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.AUTOMATIC FIRE SPRINKLERS MUST BE IN FULL OPERATIONAL USE AND "ON" PRIOR TO FIXTURIZATION OF TENNANT'S LEASE
SPACE.
4.ALL SPRINKLER HEADS IN GYPSUM BOARD CEILINGS SHALL BE FULLY RECESSED TYPE. ESCUTCHEON COLOR SHALL BE
SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS.
5.ALL SPRINKLER HEAD IN ACOUSTICAL CEILING TILE (OFFICE) SHALL BE SEMI-RECESSED TYPE - COLOR AS SELECTED BY THE
ARCHITECT FROM MANUFACTURER'S STANDARD COLORS.
M.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.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.
6.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 C.B.C.
7.ADDITIONAL DIRECTIONAL EXIT SIGNAGE MAY BE REQUIRED BY THE AHJ AT THE TIME OF FINAL INSPECTION.
N.FIRE ALARM (DESIGN BUILD)
1.THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE ALARM DETECTION SYSTEM WITHIN THE TENANT SPACE AS AN EXTENSION
OF THE LANDLORD'S BUILDING WIDE ADDRESSABLE FIRE ALARM SYSTEM.
2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE FIRE ALARM SYSTEM TO THE GOVERNING AGENCIES FOR APPROVAL
PRIOR TO WORK IN THE FIELD. SHOP DRAWINGS SHALL BEAR STAMPED APPROVALS FOR THE AUTHORIZED AGENCIES AND BY
ANY OTHER AGENCIES WHOSE APPROVALS ARE REQUIRED.
PARTITION TYPE
PARTITION TYPE
SUSPENDED TILE CEILING AND
GRID
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GENERAL NOTES
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
G301
CALIFORNIA GREEN
CHECK LIST
1.STORM WATER POLLUTION PREVENTION.
NEWLY CONSTRUCTED PROJECTS AND ADDITIONS SHALL PREVENT THE POLLUTION OF STORM WATER RUNOFF FROM THE
CONSTRUCTION ACTIVITIES. THE CITY’S LOCAL STORM WATER ORDINANCE REQUIREMENTS (NPDES). BEST MANAGEMENT
PRACTICES (BMP’S) SHALL BE FOLLOWED TO PREVENT THE LOSS OF SOIL THROUGH WIND OR WATER EROSION BY
IMPLEMENTING A COMBINATION OF EROSION AND SEDIMENT CONTROL. SOIL LOSS BMP AND GOOD HOUSEKEEPING BMP SHALL
BE REVIEWED AND APPROVED BY THE CITY ENGINEERING SERVICES DIVISION OF PUBLIC WORKS PRIOR TO BEGINNING WORK.
CALGREEN SEC 5.106.1.2. PROJECTS THAT DISTURB MORE THAN ONE ACRE OF LAND HAVE ADDITIONAL REQUIREMENTS.
4.ELECTRIC VEHICLE (EV) CHARGING. FOR NEW BUILDINGS, CONSTRUCTION SHALL PROVIDE THE ELECTRIC VEHICLE
INFRASTRUCTURE TO EV CAPABLE PARKING SPACES TO FACILITATE ELECTRIC VEHICLE CHARGING AND SHALL BE IN
ACCORDANCE WITH THE CALIFORNIA BUILDING AND ELECTRICAL CODES. AUTOMATED MECHANICAL CAR PARKING SYSTEMS ARE
NOT REQUIRED TO COMPLY WITH THIS SECTION.
THE NUMBER OF EV CAPABLE SPACES AND THE NUMBER OF EV CAPABLE SPACES WITH THE INSTALLATION OF ELECTRIC VEHICLE
SUPPLY EQUIPMENT (EVSE) SHALL BE AS FOLLOWS:
0 to 9
10 to 25
26 to 50
51 to 75
76 to 100
101 to 150
151 to 200
201 and over
0
4
8
13
17
25
35
20% of total*
ACCESSIBLE EVCS. ARCHITECTURAL PLANS SHALL FURTHER SHOW ALL ACCESSIBILITY REQUIREMENTS FOR THE EV PARKING
SPACES PER THE CALIFORNIA BUILDING CODE SECTION 11B-228.3 AND 11B-812.
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.
DIVISION 5.2 – ENERGY EFFICIENCY
SCOPE. THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE ENERGY EFFICIENCY REQUIREMENTS AS SET FORTH IN THE 2022
CALIFORNIA ENERGY CODE. ENERGY CALCULATIONS AND FORMS SHALL BE INCLUDED AS PART OF THE PLANS AND DRAWINGS.
DIVISION 5.1 – PLANNING & DESIGN SITE DEVELOPMENT (SEC. 5.106)
2.BICYCLE PARKING.
SHORT-TERM AND LONG-TERM BICYCLE PARKING FACILITIES SHALL BE PROVIDED AS FOLLOWS (506.4):
b.LONG-TERM BICYCLE PARKING SHALL BE PROVIDED FOR NEW BUILDINGS AND FOR ADDITIONS OR ALTERATIONS WITH 10 OR
MORE TENANT-OCCUPANT PARKING SPACES, SHALL PROVIDE SECURE BICYCLE PARKING BASED ON 5% OF THE TENANT
VEHICLE PARKING SPACES BEING ADDED WITH A MINIMUM OF ONE BICYCLE PARKING SPACE. ACCEPTABLE BICYCLE PARKING
SHALL BE CONVENIENT FROM THE STREET AND SHALL MEET ONE OF THE FOLLOWING:
3.DESIGNATED PARKING FOR CLEAN AIR VEHICLES.
CALGREEN SECTION 5.106.5.2 HAS BEEN DELETED AND DOES NOT REQUIRE PARKING FOR CLEAN-AIR VEHICLES.
5.LIGHT POLLUTION REDUCTION. FOR NEWLY CONSTRUCTED BUILDINGS, OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND
INSTALLED TO COMPLY WITH THE REQUIREMENTS OF CALGREEN SECTION 5.106.8. ELECTRICAL PLANS SHALL SHOW THE LIGHT
POLLUTION REDUCTION REQUIREMENTS.
6.GRADING AND PAVING. FOR NEW BUILDINGS, AND FOR ADDITIONS AND ALTERATIONS THAT ALTER THE DRAINAGE PATH:
CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS
TO KEEP WATER FROM ENTERING BUILDINGS.
DIVISION 5.3 – WATER EFFICIENCY AND CONSERVATION
7.WATER METERS. FOR NEW BUILDINGS OR ADDITIONS LARGER THAN 50,000 SQUARE FEET, SEPARATE SUBMETERS SHALL BE
INSTALLED AS FOLLOWS:
b.A SEPARATE SUBMETER OR METERING DEVICE SHALL BE PROVIDED FOR EXCESS CONSUMPTION BY ANY TENANT WITHIN A NEW
BUILDING OR ADDITION THAT IS PROJECTED TO CONSUME MORE THAN 1,000 GALLONS PER DAY.
a.EACH TENANT SPACE WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100 GALLONS PER DAY, INCLUDING, BUT NOT
LIMITED TO LAUNDRY OR CLEANERS, RESTAURANT OR FOOD SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY
SALON OR BARBER SHOP.
8.WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. ALL NEW PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS
(FAUCETS AND SHOWERHEADS) IN NEW BUILDINGS AND AREAS OF ADDITIONS OR ALTERATIONS, SHALL COMPLY WITH THE FOLLOWING
MAXIMUM FLOW RATES:
PLUMBING PLANS SHALL SHOW ALL INDOOR WATER EFFICIENCY FEATURES OF CALGREEN SECTION 5.303
10.COMMERCIAL KITCHEN EQUIPMENT. ALL NEW PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE MAXIMUM FLOW
RATES AS FOLLOWS:
DIVISION 5.4 – MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
12.WEATHER PROTECTION. PROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOPE AS REQUIRED BY THE
CALIFORNIA BUILDING CODE SECTION 1404.2 (WEATHER PROTECTION) AND THE CALIFORNIA ENERGY CODE SECTION 150.
13.MOISTURE CONTROL. PROVIDE MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS:
a.LANDSCAPE IRRIGATION SPRINKLER SYSTEMS SHALL BE DESIGNED TO PREVENT SPRAY ON STRUCTURES.
b.PRIMARY EXTERIOR DOORS SHALL BE COVERED TO PREVENT WATER INTRUSION BY USING NONABSORBENT FLOOR AND WALL
FINISHES WITHIN 2-FEET AROUND SUCH OPENINGS PLUS AT LEAST ONE OF THE FOLLOWING:
i.AN INSTALLED AWNING AT LEAST 4 FEET IN DEPTH.
ii.A ROOF OVERHANG AT LEAST 4 FEET IN DEPTH.
iii.THE DOOR IS RECESSED AT LEAST 4 FEET.
iv.OTHER EQUIVALENT PROTECTION.
C.INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE.
PLANS SHALL SHOW DETAILS FOR WEATHER PROTECTION AND MOISTURE CONTROL PER CALGREEN SEC 5.407.
14.CONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE
NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH THE CITY OF ARCADIA
CONSTRUCTION AND DEMOLITION MATERIALS MANAGEMENT PLAN (CDMMP) ORDINANCE. A CITY APPROVED
WASTE MANAGEMENT COMPANY/HAULER SHALL BE USED FOR RECYCLING OF CONSTRUCTION WASTE.
DOCUMENTATION OF COMPLIANCE SHALL BE PROVIDED TO THE CITY’S ENVIRONMENTAL SERVICES DIVISION.
15.EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100% OF TREES, STUMPS, ROCKS AND ASSOCIATED
VEGETATION AND SOILS FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. CONTAMINATED SOIL OR
MATERIALS ARE NOT REQUIRED TO BE REUSED OR RECYCLED.
16.RECYCLING BY OCCUPANTS. PROVIDE READILY ACCESSIBLE AREAS SERVING THE ENTIRE BUILDING FOR
THE COLLECTION OF NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (BUT NOT LIMITED TO)
PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND METALS. THE PROJECT SHALL
ALSO COMPLY WITH THE CITY’S RECYCLING ORDINANCE.
17.COMMISSIONING. 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’SPROJECT
REQUIREMENTS. COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH CALGREEN CODE SECTION
5.410.2 BY TRAINED PERSONNEL WITH EXPERIENCE ON PROJECTS OF COMPARABLE SIZE AND COMPLEXITY.
COMMISSIONING REQUIREMENTS TO INCLUDE:
18.TESTING AND ADJUSTING. NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS
THAT SERVE AN ADDITION OR ALTERATION, SHALL BE TESTED AND ADJUSTED AS FOLLOWS:
a.PROCEDURES. TESTING AND ADJUSTING SHALL BE IN ACCORDANCE WITH
MANUFACTURER’S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM.
b.HVAC BALANCING. IN ADDITION TO TESTING AND ADJUSTING, HVAC SYSTEMS SHALL BE
ADJUSTED AND BALANCED BEFORE THE SYSTEM IS OPERATED FOR USE.
c.REPORTING. AFTER COMPLETION OF ALL TESTING, ADJUSTING AND BALANCING, A FINAL
REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE
SERVICES SHALL BE GIVING TO THE OWNER.
d.OPERATION AND MAINTENANCE MANUAL. THE BUILDING OWNER OR REPRESENTATIVE
SHALL BE PROVIDED WITH A DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND
COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. THE MANUAL SHALL INCLUDE A
COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS.
DIVISION 5.5 – ENVIRONMENTAL QUALITY
19.FIREPLACES. ANY INSTALLED GAS FIREPLACE SHALL BE DIRECT-VENT SEALED COMBUSTION TYPE. NEW
PERMANENTLY INSTALLED WOOD BURNING DEVICES ARE PROHIBITED PER SCAQMD RULE 445.
20.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 SYSTEM IS USED DURING
CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8. REPLACE
ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY.
21.PROTECTION OF HVAC EQUIPMENT AND DUCT SYSTEMS. AT THE TIME OF ROUGH INSTALLATION AND DURING
STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT OPENINGS AND
OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC,
SHEETMETAL OR OTHER METHOD TO PREVENT DUST OR DEBRIS FROM ENTERING THE SYSTEM.
22.FINISH MATERIAL POLLUTANT CONTROL, SHALL COMPLY AS FOLLOWS:
a.ADHESIVES, SEALANTS AND CAULKS USED ON THIS PROJECT SHALL COMPLY WITH SCAQMD RULE 1168 FOR
VOC LIMITS AND TOXIC COMPOUNDS. AEROSOL ADHESIVES, SEALANTS AND CAULKS SHALL COMPLY WITH
STATEWIDE VOC STANDARDS.
b.PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL
COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN IN CALGREEN TABLE 5.504.4.3.
c.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
d.CARPET SYSTEMS. ALL CARPETING SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE
GREEN LABEL PLUS PROGRAM OR EQUIVALENT PER CALGREEN SECTION 5.504.4.4. CARPET CUSHIONS
SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM.
ADHESIVES SHALL COMPLY WITH VOC LIMITS IN CALGREEN TABLE 5.504.4.1.
e.COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY
FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL
MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB’S AIR TOXICS CONTROL MEASURE
(ATCM) FOR COMPOSITE WOOD AS SHOWN IN CALGREEN TABLE 5.504.4.5. VERIFICATION OF COMPLIANCE
SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY.
f.RESILIENT FLOORING. WHERE INSTALLED, 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL
MEET AT LEAST ONE OF THE STANDARDS LISTED IN CALGREEN SECTION 5.504.4.6. DOCUMENTATION SHALL
BE PROVIDED VERIFYING THAT RESILIENT FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS.
g.THERMAL INSULATION SHALL MEET AT LEAST ONE OF THE STANDARDS LISTED IN CALGREEN SECTION
5.504.4.7. DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT THERMAL INSULATION MATERIALS MEET
THE POLLUTANT EMISSION LIMITS.
h.ACOUSTICAL CEILINGS AND WALL PANELS SHALL MEET AT LEAST ONE OF THE STANDARDS LISTED IN
CALGREEN SECTION 5.504.4.8. DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT ACOUSTICAL FINISH
MATERIALS MEET THE POLLUTANT EMISSION LIMITS.
23.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. FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE
MERV RATING.
a.WATER CLOSETS: 1.28 GALLONS PER FLUSH.
b.URINALS: MAXIMUM 0.125 GALLONS PER FLUSH FOR WALL-MOUNTED. OTHER URINALS: 0.5 GALLONS PER FLUSH.
c.SINGLE SHOWERHEADS: MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 80 PSI.
d.MULTIPLE SHOWERHEADS SERVING ONE SHOWER: COMBINED FLOW RATE OF ALL SHOWERHEADS CONTROLLED BY A SINGLE
VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI.
e.LAVATORY FAUCETS: 0.5 GALLONS PER MIN. AT 60 PSI.
f.KITCHEN FAUCETS: 1.8 GAL PER MIN. AT 60 PSI.
g.WASH FOUNTAINS: 1.8 GAL PER MIN. /20 [RIM SPACE AT 60 PSI].
h.METERING FAUCETS: 0.20 GALLONS PER CYCLE.
24.TOBACCO SMOKE CONTROL. WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, SIGNAGE SHALL BE
INSTALLED PROHIBITING SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE
WINDOWS.
25.INDOOR MOISTURE CONTROL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING
CODE, SECTION 1202 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS).
26.CARBON DIOXIDE 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 120.1(C)(4).
CARBON DIOXIDE MONITORING IN EACH PUBLIC K-12 SCHOOL CLASSROOM SHALL BE EQUIPPED WITH A CARBON
DIOXIDE MONITOR OR SENSOR THAT COMPLIES WITH THE REQUIREMENTS OF CALGREEN NEW SECTION 5.506.3.
27.ACOUSTICAL CONTROL. NEW BUILDINGS, ADDITIONS, AND ALTERATIONS, LOCATED WITHIN THE 65 CNEL OR LDN
NOISE CONTOUR OF A FREEWAY, EXPRESSWAY, RAILROAD, INDUSTRIAL OR OTHER NOISE SOURCE AS DETERMINED
BY THE NOISE ELEMENT OF THE GENERAL PLAN, SHALL EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH
SOUND TRANSMISSION CLASS (STC) VALUES DETERMINED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 OR
OUTDOOR-INDOOR SOUND TRANSMISSION CLASS (OITC) DETERMINED IN ACCORDANCE WITH ASTM E1332, USING
EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD AS FOLLOWS:
a.PRESCRIPTIVE METHOD FOR EXTERIOR NOISE SOURCES. WALL AND ROOF-CEILING ASSEMBLIES
EXPOSED TO THE NOISE SOURCE SHALL MEET A STC RATING OF AT LEAST 50 OR AN OITC RATING OF
NO LESS THAN 40. EXTERIOR WINDOWS SHALL MEET A STC RATING OF AT LEAST 40 OR AN OITC
RATING OF AT LEAST 30.
b.PERFORMANCE METHOD FOR EXTERIOR NOISE SOURCES. WALL AND ROOF-CEILING ASSEMBLIES
EXPOSED TO THE NOISE SOURCE SHALL BE CONSTRUCTED TO PROVIDE AN INTERIOR NOISE
ENVIRONMENT THAT DOES NOT EXCEED AN HOURLY EQUIVALENT NOISE LEVEL (LDN -1HR) OF 50 DBA
IN OCCUPIED AREAS DURING ANY HOUR OF OPERATION. AN ACOUSTICAL ANALYSIS DOCUMENTING
COMPLYING INTERIOR SOUND LEVELS SHALL BE PREPARED BY PERSONNEL APPROVED BY THE
ARCHITECT OR ENGINEER OF RECORD.
ACOUSTICAL CONTROL DOES NOT APPLY TO BUILDINGS WITH FEW OR NO OCCUPANTS OR WHERE OCCUPANTS ARE
NOT LIKELY TO BE AFFECTED BY EXTERIOR NOISE AS DETERMINED BY THE ENFORCING AGENCY, SUCH AS
FACTORIES, WAREHOUSES, PARKING STRUCTURES AND UTILITY BUILDINGS.
28.OUTDOOR AIR QUALITY. OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. HVAC, REFRIGERATION
AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFCS OR HALONS.
29.SUPERMARKET REFRIGERANT LEAK REDUCTION. NEW AND REPLACEMENT REFRIGERATION SYSTEMS
WHEN INSTALLED IN RETAIL FOOD STORES 8,000 SQUARE FEET OR MORE CONDITIONED AREA, AND THAT
UTILIZE REFRIGERATED DISPLAY CASES, OR WALK-IN COOLERS OR FREEZERS CONNECTED TO REMOTE
COMPRESSOR OR CONDENSING UNITS, SHALL COMPLY WITH THE PROVISIONS OF CALGREEN SECTIONS
5.508.2 THROUGH 5.508.2.6, TO REDUCE THE POTENTIAL FOR REFRIGERANT LEAKAGE.
INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS CHAPTER 7
1.GENERAL. NEW BUILDINGS SHALL COMPLY WITH THE REQUIREMENTS OF CALGREEN CHAPTER 7.
2.INSTALLER TRAINING. HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED BY A NATIONALLY
OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM AS OUTLINED IN CALGREEN
SECTION 702.1.
3.SPECIAL INSPECTION. 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 THE
CALGREEN CODE. SPECIAL INSPECTORS SHALL BE REGISTERED WITH THE CITY OF ARCADIA BUILDING &
SAFETY DIVISION PRIOR TO PERFORMING ANY SPECIAL INSPECTIONS OF ANY COMPONENT OR SYSTEM
REQUIRED. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE
MATERIALS OR THE PROJECT THEY ARE INSPECTING.
4.VERIFICATIONS. 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 CITY OF ARCADIA
Compliance Statement
AS THE DESIGN PROFESSIONAL OR DESIGNER OF RECORD FOR THIS PROJECT, I CERTIFY THAT THIS
PROJECT WILL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE 2022 CALIFORNIA GREEN BUILDING
STANDARDS CODE (CALGREEN CODE).
Signature
Print Name
Date
Revision Date 1/1/23
11.OUTDOOR WATER USE. LANDSCAPE AREAS SHALL FOLLOW THE MANDATORY MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE
(MWELO) CONTAINED WITHIN CHAPTER 2.7, DIVISION 2, TILE 23, CALIFORNIA CODE OF REGULATIONS. LANDSCAPE PLANS SHALL
SHOW ALL OUTDOOR WATER EFFICIENCY FEATURES OF CALGREEN SECTION 5.304.
a.FOOD WASTE DISPOSERS: DISPOSER SHALL EITHER BE 1 GPM WHEN THE DISPOSER IS NOT IN USE OR SHALL
AUTOMATICALLY SHUT OFF AFTER NO MORE THAN 10 MINUTES OF INACTIVITY. DISPOSER SHALL USE NO MORE THAN 8
GPM OF WATER.
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2
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 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
FLAT COATINGS 50
NONFLAT COATINGS 100
NONFLAT HIGH GLOSS COATINGS 150
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).
SCALE:26
CAL GREEN NOTES
NTS SCALE:11
CAL GREEN TABLES
NTS
SCALE:8
MANDATORY REQUIREMENTS CHECKLIST
NTS
a.SHORT-TERM BICYCLE PARKING SHALL BE PROVIDED FOR ALL NEW PROJECTS AND FOR ADDITIONS OR ALTERATIONS WITH 10
OR MORE NEW PARKING SPACES, AS FOLLOWS:
i.FOR PROJECTS THAT GENERATE VISITOR (CUSTOMER) TRAFFIC; PROVIDE PERMANENTLY ANCHORED VISITOR BICYCLE RACKS
WITHIN 200 FEET OF THE VISITORS’ ENTRANCE, READILY VISIBLE TO PASSERS-BY, BASED ON 5% OF THE NEW VISITOR VEHICLE
PARKING SPACES WITH A MINIMUM OF ONE TWO-BIKE RACK.
i.COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY ANCHORED BICYCLE RACKS; OR
ii.LOCKABLE BICYCLES ROOMS WITH PERMANENTLY ANCHORED RACKS; OR
iii.LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS.
SHOW LOCATION OF THE BICYCLE PARKING ON THE SITE/FLOOR PLANS AND PROVIDE DETAILS FOR SECURE BICYCLE STORAGE.
0
0
2
3
4
6
9
25% of EV capable spaces*
* ROUND UP TO THE NEAREST WHOLE NUMBER
NUMBER OF
REQUIRED EV
CAPABLE SPACES
NUMBER OF EV
CAPABLE SPACES
WITH EVSE
TOTAL NUMBER OF
ACTUAL PARKING
SPACES
EV CAPABLE SPACES. TO FACILITATE THE INSTALLATION OF EVSE, THE INFRASTRUCTURE SHALL BE INSTALLED AT THE TIME OF
CONSTRUCTION. PLANS AND ELECTRICAL CALCULATIONS SHALL COMPLY WITH ALL THE DETAILED INFRASTRUCTURE CONSTRUCTION
REQUIREMENTS FOR THE FUTURE INSTALLATION OF EVSE AS LISTED IN CALGREEN SECTION 5.106.5.3.1.
ELECTRIC VEHICLE CHARGING STATIONS (EVCS). EV CAPABLE SPACES PROVIDED WITH EVSE CREATES EVCS AS REQUIRED IN
COLUMN 3 SHOWN ABOVE. EVCS 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. 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.
9.OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. NONRESIDENTIAL DEVELOPMENTS SHALL COMPLY WITH THE LOCAL WATER
EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENCY
LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT.
EACH OF THE ABOVE ITEMS SHALL INDIVIDUALLY COMPLY WITH CALGREEN SECTIONS 5.410.2.1 THROUGH
5.410.2.6. COMMISSIONING IS NOT REQUIRED FOR THE FOLLOWING:
a.UNCONDITIONED WAREHOUSES OF ANY SIZE.
b.AREAS LESS THAN 10,000 SQUARE FEET USED FOR OFFICES OR OTHER CONDITIONED ACCESSORY
SPACES WITHIN UNCONDITIONED WAREHOUSES.
c.TENANT IMPROVEMENTS LESS THAN 10,000 S.F. AND NOT THE INITIAL TENANT TO THE SPACE.
d.OPEN PARKING GARAGES, OF ANY SIZE, WITHIN A STRUCTURE.
a.OWNER’S OR OWNER REPRESENTATIVE’S PROJECT REQUIREMENTS.
b.BASIS OF DESIGN.
c.COMMISSIONING MEASURES SHOWN IN THE CONSTRUCTION DOCUMENTS.
d.COMMISSIONING PLAN.
e.FUNCTIONAL PERFORMANCE TESTING.
f.DOCUMENTATION AND TRAINING.
g.COMMISSIONING REPORT.
INTERIOR SOUND TRANSMISSION. WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND
TENANT SPACES FROM PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40.
JOHNNY C. LU
08/11/2025
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE - MANDATORY REQUIREMENTS CHECKLIST: NEWLY CONSTRUCTED
NON-RESIDENTIAL BUILDINGS
ITEM #CODE SECTION REQUIREMENT REFERENCE SHEET # or N/A COMMENTS E.G. NOTES #
1 5.106.1 STORM WATER POLLUTION PREVENTION G301 NOTE 1
2 5.106.4.1.1 SHORT-TERM BICYCLE PARKING G301 NOTE 2A
2 5.106.4.1.2 LONG-TERM BICYCLE PARKING G301 NOTE 2B
3 5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR
VEHICLES NA NA
4 5.106.5.3 ELECTRIC VEHICLE CHARGING G301 NOTE 4
5 5.106.8 LIGHT POLLUTION REDUCTION G301 NOTE 5
6 5.106.10 GRADING AND PAVING G301 NOTE 6
7 5.303.1.1 NEW BUILDINGS IN EXCESS OF 50,000 SQ.
FT.G301 NOTE 7
8 5.303.3 WATER CONSERVING PLUMBING FIXTURES
AND FITTINGS G301 NOTE 8
10 5.303.4 COMMERCIAL KITCHEN EQUIPMENT G301 NOTE 10
11 5.304.1 OUTDOOR WATER USE G301 NOTE 11
12 5.407.1 WEATHER PROTECTION G301 NOTE 12
13 5.407.2 MOISTURE CONTROL G301 NOTE 13
14 5.408.1 CONSTRUCTION WASTE MANAGEMENT G301 NOTE 14
15 5.408.3 EXCAVATED SOIL AND LAND CLEARING
DEBRIS G301 NOTE 15
16 5.410.1 RECYCLING BY OCCUPANTS G301 NOTE 16
17 5.410.2 COMMISSIONING (>10,000 SQ. FT.)G301 NOTE 17
18 5.410.4 TESTING AND ADJUSTING (<10,000 SQ. FT.)G301 NOTE 18
19 5.503.1 FIREPLACE AND WOOD STOVES G301 NOTE 19
20 5.504.1 TEMPORARY VENTILATION G301 NOTE 20
21 5.504.3
COVERING OF DUCT OPENINGS AND
PROTECTION OF MECHANICAL EQUIPMENT
DURING CONSTRUCTION
G301 NOTE 21
22 5.504.4 FINISH MATERIAL POLLUTANT CONTROL G301 NOTE 22
23 5.504.5.3 FILTERS G301 NOTE 23
24 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS)
CONTROL G301 NOTE 24
25 5.505.1 INDOOR MOISTURE CONTROL G301 NOTE 25
26 5.506.2 CARBON DIOXIDE MONITORING G301 NOTE 26
27 5.507.4 ACOUSTICAL CONTROL G301 NOTE 27
28 5.508.1 OZONE DEPLETIONS AND GREENHOUSE
GAS REDUCTION G301 NOTE 28
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
G401
ACCESSIBILITY NOTES
A.APPLICATION AND ADMINISTRATION
1.PUBLIC ACCOMMODATIONS 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
2.WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, AN
ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE
PROVIDED UNLESS OTHERWISE EXEMPT. §11B-202.4
3.PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE A PRIMARY ENTRANCE TO THE BUILDING OR
FACILITY; TOILET AND BATHING FACILITIES SERVING THE AREA; DRINKING FOUNTAINS SERVING THE
AREA; PUBLIC TELEPHONES SERVING THE AREA, AND SIGNS. §11B-202.
4.WHEN THE ADJUSTED CONSTRUCTION COST IS LESS THAN OR EQUAL TO THE CURRENT VALUATION
THRESHOLD $147,863.00, THE COST OF COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF
TRAVEL REQUIREMENTS IS LIMITED TO 20 PERCENT OF THE ADJUSTED CONSTRUCTION COST OF
ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE
PRECEDING THREE-YEAR PERIOD. §11B-202.4
5.ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS DOES
NOT INCLUDE THE COST OF ALTERATIONS TO PATH OF TRAVEL ELEMENTS. §11B-202.4
6.IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE
ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS IN THE FOLLOWING ORDER: (1) AN
ACCESSIBLE ENTRANCE; (2) AN ACCESSIBLE ROUTE TO THE ALTERED AREA; (3) AT LEAST ONE
ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE ACCESSIBLE UNISEX RESTROOM; (4)
ACCESSIBLE TELEPHONES; (5) ACCESSIBLE DRINKING FOUNTAINS; AND (6) WHEN POSSIBLE,
ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS PARKING, SIGNS, STORAGE AND ALARMS. §11B-202.4
7.ALTERATIONS TO A QUALIFIED HISTORIC BUILDING OR FACILITY SHALL COMPLY WITH CHAPTER 11B
UNLESS IT WILL THREATEN OR DESTROY THE HISTORICAL SIGNIFICANCE OR CHARACTER-DEFINING
FEATURES OF THE BUILDING OR PROPERTY. IN THOSE CASES, ALTERNATIVE PROVISIONS SHALL BE
APPLIED ON AN ITEM-BY- ITEM OR CASE-BY-CASE BASIS WITH SUFFICIENT WRITTEN
DOCUMENTATION. §11B-202.5, SHBC 8-602
8.NOTE ON PLAN: PUBLIC ACCOMMODATIONS 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
B.BUILDING BLOCKS
FLOOR OR GROUND SURFACES
1.FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. §11B-302.1
2.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, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE ½
INCH MAXIMUM. §11B-302.2, FIGURE 11B-302.2
CHANGES IN LEVEL
3.VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE ¼ INCH HIGH MAXIMUM
AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER THAN ¼ INCH AND NOT EXCEEDING
½ INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. §11B-303, FIGURES
11B-303.2 & 11B-303.3
4.CHANGES IN LEVEL GREATER THAN ½ INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH
THE REQUIREMENTS OF 11B-405 RAMPS OR 11B-406 CURB RAMPS AS APPLICABLE. §11B-303
5.ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS,
SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE
IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK
SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4
INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE REQUIREMENTS DO
NOT APPLY BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. §11B-303.5
TURNING SPACE
6.CIRCULAR TURNING SPACES SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM AND MAY
INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 KNEE AND TOE CLEARANCE.
§11B-304.3.1
7.T-SHAPED TURNING SPACES SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE MINIMUM WITH
ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF
OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF
OBSTRUCTIONS 24 INCHES MINIMUM. §11B-304.3.2, FIGURE 11B-304.3.2
KNEE AND TOE CLEARANCE
8.FOR LAVATORIES AND BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, TOE
CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AND 9 INCHES IN HEIGHT ABOVE THE
FINISH FLOOR OR GROUND FOR A DEPTH OF 19 INCHES MINIMUM. §11B-306.2.1
9.TOE CLEARANCE SHALL EXTEND 19 INCHES MAXIMUM UNDER LAVATORIES FOR TOILET AND BATHING
FACILITIES AND 25 INCHES MAXIMUM UNDER OTHER ELEMENTS. §11B-306.2.2
10.AT LAVATORIES IN TOILET AND BATHING FACILITIES, KNEE CLEARANCE SHALL BE PROVIDED THAT IS
30 INCHES IN WIDTH FOR A DEPTH OF 11 INCHES AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND
AND FOR A DEPTH OF 8 INCHES AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND INCREASING
TO 29 INCHES 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. §11B- 306.3.3, FIGURE 11B-306.3(C)
11.AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL BE
PROVIDED THAT IS 30 INCHES IN WIDTH AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND FOR A
DEPTH OF AT LEAST 19 INCHES. §11B-306.
PROTRUDING OBJECTS
12.EXCEPT FOR HANDRAILS, OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND LESS THAN 80
INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE NO MORE THAN 4 INCHES
HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS MAY PROTRUDE 4½ INCHES MAXIMUM.
§11B-307.2, FIGURE 11B-307.2
13.FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS
NO MORE THAN 12 INCHES WHEN LOCATED FROM 27 TO 80 INCHES ABOVE THE FINISH FLOOR OR
GROUND. §11B-307.3, FIGURE 11B-307.3(A)
14.PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE
ROUTES. §11B-307.5
15.LOWEST EDGE OF A SIGN OR OTHER OBSTRUCTION, WHEN MOUNTED BETWEEN POSTS OR PYLONS
SEPARATED WITH A CLEAR DISTANCE GREATER THAN 12 INCHES, SHALL BE LESS THAN 27 INCHES
OR MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-307.3, FIGURE 11B-307.3(B)
16.VERTICAL CLEARANCE SHALL BE AT LEAST 80 INCHES HIGH ON CIRCULATION PATHS EXCEPT AT
DOOR CLOSERS AND DOOR STOPS, WHICH MAY BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR
OR GROUND. §11B-307.4
17.GUARDRAILS OR OTHER BARRIERS WITH A LEADING EDGE LOCATED 27 INCHES MAXIMUM ABOVE
THE FINISH FLOOR OR GROUND SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE ON
CIRCULATION PATHS IS LESS THAN 80 INCHES HIGH. §11B-307.4, FIGURE 11B-307.4
18.WHERE A GUY SUPPORT IS USED WITHIN EITHER THE WIDTH OF A CIRCULATION PATH OR 24 INCHES
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-307.4.1,
FIGURE 11B-307.4.1
REACH RANGES
19.ELECTRICAL 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 BE LOCATED WITHIN ALLOWABLE REACH RANGES. LOW REACH
SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND HIGH REACH SHALL BE MEASURED
TO THE TOP OF THE OUTLET BOX. §11B-308.1.1
20.ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND
COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES.
LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND HIGH REACH SHALL BE
MEASURED TO THE TOP OF THE OUTLET BOX. §11B-308.1.2.
21.HIGH FORWARD REACH THAT IS UNOBSTRUCTED SHALL BE 48 INCHES MAXIMUM AND THE LOW
FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.
§11B-308.2.1, FIGURE 11B-308.2.1
22.HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES OR
LESS AND 44 INCHES MAXIMUM WHERE THE REACH DEPTH EXCEEDS 20 INCHES. HIGH FORWARD
REACH SHALL NOT EXCEED 25 INCHES IN DEPTH. §11B-308.2.2, FIGURE 11B-308.2.2
23.HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES
MINIMUM ABOVE THE FINISH FLOOR WHERE THE SIDE REACH IS UNOBSTRUCTED OR THE DEPTH OF
ANY OBSTRUCTION DOES NOT EXCEED 10 INCHES. §11B-308.3.1, FIGURE 11B-308.3.1
24.HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND WHERE
THE HIGH SIDE REACH IS OVER AN OBSTRUCTION MORE THAN 10 INCHES BUT NOT MORE THAN 24
INCHES IN DEPTH. §11B-308.3.2, FIGURE 11B- 308.3.2
25.OBSTRUCTIONS FOR HIGH SIDE REACH SHALL NOT EXCEED 34 INCHES IN HEIGHT AND 24 INCHES IN
DEPTH. §11B-308.3.2, FIGURE 11B-308.3.2
26.OBSTRUCTIONS FOR HIGH SIDE REACH SHALL NOT EXCEED 34 INCHES IN HEIGHT AND 24 INCHES IN
DEPTH. §11B-308.3.2, FIGURE 11B-308.3.2
27.OBSTRUCTED HIGH SIDE REACH FOR THE TOP OF WASHING MACHINES AND CLOTHES DRYERS
SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. §11B-308.3.2
28.OBSTRUCTED HIGH SIDE REACH FOR THE OPERABLE PARTS OF FUEL DISPENSERS SHALL BE
PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY
WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS. §11B-308.3.2
OPERABLE PARTS
1.OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,
PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE
5 POUNDS MAXIMUM. §11B-309.4
C.ACCESSIBLE ROUTES
DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
1.DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL
STANDARD 595C. §11B- 705.1.1.3.1
2.DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM VISUAL CONTRAST WITH
ADJACENT WALKING SURFACES. CONTRAST IN PERCENT SHALL BE DETERMINED BY:
CONTRAST PERCENT = [(B1-B2)/B1] X 100 WHERE
B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER
AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE
DARKER AREA §11B-705.1.1.3.2 (SEE EXCEPTION) DOORS
DOORWAYS, AND GATES
3.DOORS, DOORWAYS, AND GATES PROVIDING USER PASSAGE SHALL BE PROVIDED IN ACCORDANCE
WITH 11B-206.5 DOORS, DOORWAYS, AND GATES. §11B-206.5
4.DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH
11B-404 DOORS, DOORWAYS, AND GATES. §11B-404.1
5.DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES 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 DEEP SHALL
PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE
REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND.
PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE
FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. §11B-404.2.3
6.SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE
11B-404.2.4.1. §11B- 404.2.4.1
7.DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING
DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.2.
§11B-404.2.4.2
8.MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY
OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AN INTERIOR DOORWAY, OR WITHIN 24 INCHES
OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE
FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. §11B-
404.2.4.3
9.THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ½ INCH HIGH MAXIMUM. RAISED THRESHOLDS
AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND
SURFACES AND 11B-303 CHANGES IN LEVEL. §11B- 404.2.5
10.HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL
COMPLY WITH 11B-309.4 OPERATION. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES
MINIMUM AND 44 INCHES 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. §11B-404.2.7
11.THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL
BE AS FOLLOWS: §11B-404.2.9
a. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM.
b. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM.
c. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
d. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM.
12.SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES 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 OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP
OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. §11B-404.2.10
RAMPS
13.RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). §11B-405.2
14.CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 (2.083%). §11B-405.3
15.FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND
SURFACES. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT
PERMITTED ON RAMP RUNS. §11B-405.4
16.THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES MINIMUM. §11B-405.5
17.THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. §11B-405.6
18.RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. §11B-405.7
19.LANDINGS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL ARE
NOT PERMITTED. §11B- 405.7.1
20.THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO
THE LANDING. §11B- 405.7.2
21.TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM. §11B-405.7.2.1
22.THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM. §11B-405.7.3
23.BOTTOM LANDINGS SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF RAMP RUN.
§11B-405.7.3.1
24.RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60
INCHES MINIMUM BY 72 INCHES MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE
UPPER RAMP RUN. §11B-405.7.4
25.WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY 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. DOORS, IN ANY POSITION, SHALL NOT REDUCE THE MINIMUM
DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES. §11B-405.7.5
26.RAMP RUNS SHALL HAVE COMPLIANT HANDRAILS PER 11B-505 HANDRAILS. §11B-405.8
27.EDGE PROTECTION COMPLYING WITH 11B-405.9.2 CURB OR BARRIER SHALL BE PROVIDED ON EACH
SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. §11B-405.9 (SEE EXCEPTIONS)
28.A CURB, 2 INCHES HIGH MINIMUM, OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE
OF A 4 INCH DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES 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-405.9.2
29.LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF
WATER. §11B-405.10 HANDRAILS
HANDRAILS
1.HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. §11B-505.2
2.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. §11B-505.3
3.TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES
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-505.4
4.CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1½
INCHES MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES MAXIMUM
DEEP AND 18 INCHES MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL. §11B-505.5
5.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 1½ INCHES MINIMUM BELOW THE BOTTOM OF THE
HANDRAIL-GRIPPING SURFACE. §11B-505.6
6.HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF 1¼ INCHES MINIMUM AND 2 INCHES MAXIMUM. §11B-505.7.1
7.HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER
DIMENSION OF 4 INCHES MINIMUM AND 6¼ INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF
2¼ INCHES MAXIMUM. §11B-505.7.2
8.HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR
FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH SECTION 11B-505.10 HANDRAIL EXTENSIONS.
§11B-505.10
9.RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES 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-505.10.1
10.AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING
FOR 12 INCHES 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-505.10.2
11.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 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. §11B-505.10.
STAIRWAYS
1.A STAIR IS DEFINED AS A CHANGE IN ELEVATION, CONSISTING OF ONE OR MORE RISERS. §11B-202
2.ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD
DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. TREADS SHALL
BE 11 INCHES DEEP MINIMUM. CURVED STAIRWAYS WITH WINDER TREADS ARE PERMITTED AT
STAIRS WHICH ARE NOT PART OF A REQUIRED MEANS OF EGRESS. (SEE EXCEPTION) §11B-504.2
3.OPEN RISERS ARE NOT PERMITTED. §11B-504.3 (SEE EXCEPTIONS)
4.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 WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT
MORE THAN 1 INCH 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-504.4.1
5.THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE ½ INCH 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 1¼ INCHES MAXIMUM OVER THE TREAD BELOW. §11B-504.5 (SEE EXCEPTION FOR EXISTING
BUILDINGS)
6.STAIRS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 11B-505 HANDRAILS. §11B-504.6
7.STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE
ACCUMULATION OF WATER. §11B-504.7
8.FLOOR IDENTIFICATION SIGNS REQUIRED BY CHAPTER 10, SECTION 1022.9 COMPLYING WITH
SECTIONS 11B-703.1 SIGNS GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND
11B-703.5 VISUAL CHARACTERS 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. §11B-504.8
CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS
9. PERPENDICULAR RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%).
§11B-406.2.1
10. FOR PERPENDICULAR RAMPS, WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER
THAN 1:10. §11B-406.2, FIGURE 11B-406.2.2
11. 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 (8.33%).
§11B-406.3.1, FIGURE 11B-406.3.2
12. A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES 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 (2.083%). §11B-406.3.2
13. BLENDED TRANSITION RAMPS HALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%).
§11B-406.4.1
14. 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. §11B-406.5.1
15. THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), BLENDED TRANSITIONS,
AND TURNING SPACES SHALL BE 48 INCHES MINIMUM. §11B-406.5.2
16. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED TRANSITIONS
(PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY). THE LANDING CLEAR LENGTH
SHALL BE 48 INCHES 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 (2.083%) MAXIMUM.
§11B-406.5.3
17. 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-406.5.6
18. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 (2.083%) MAXIMUM.
§11B-406.5.7
19. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND
WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). THE ADJACENT
SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE
SAME LEVEL. §11B-406.5.8
20. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM
OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKED
CROSSINGS SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE MARKINGS.
§11B-406.5.9
21. CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH
11B-705 DETECTABLE WARNINGS. §11B-406.5.12
22. RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB
RAMPS AT BOTH SIDES. THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL BE 60
INCHES WIDE MINIMUM. WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH 11B-406
CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS. LANDINGS COMPLYING WITH 11B-406.5.3
LANDINGS AND THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDS SHALL HAVE
DETECTABLE WARNINGS COMPLYING WITH 11B-705 DETECTABLE WARNINGS AND DETECTABLE
DIRECTIONAL TEXTURE. §11B-406.6, FIGURE 11B-406.6
D.GENERAL SITE AND BUILDING ELEMENTS
1.WHERE PARKING SPACES ARE PROVIDED, ACCESSIBLE PARKING SPACES SHALL BE PROVIDED IN
NUMBER AND KIND REQUIRED PER SECTION 11B-208 PARKING SPACES. §11B-208.1
2.WHERE PASSENGER LOADING ZONES, DROP-OFF ZONES, AND/OR BUS STOPS ARE PROVIDED,
ACCESSIBLE PASSENGER LOADING ZONES, DROP-OFF ZONES, AND/OR BUS STOPS ARE REQUIRED.
3.WHERE ELECTRIC VEHICLE CHARGING STATIONS (EVCS) ARE PROVIDED, THEY SHALL COMPLY WITH
SECTION 11B-812 AS REQUIRED BY SECTION 11B-228.3.
4.EVCS COMPLYING WITH SECTION 11B-812 THAT SERVE A PARTICULAR BUILDING OR FACILITY SHALL
BE LOCATED ON AN ACCESSIBLE ROUTE TO AN ENTRANCE COMPLYING WITH SECTION 11B-206.4.
WHERE EVCS DO NOT SERVE A PARTICULAR BUILDING OR FACILITY, EVCS COMPLYING WITH
SECTION 11B-812 SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN
ENTRANCE OF THE EV CHARGING FACILITY.
E.PLUMBING FIXTURES AND FACILITIES
DRINKING FOUNTAINS
1.DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 11B-307 PROTRUDING OBJECTS AND 11B-602
GENERAL REQUIREMENTS. §11B-602.1
2.UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305 CLEAR
FLOOR OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT.
KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE CLEARANCE SHALL
BE PROVIDED. §11B-602.2
3.SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-602.4
4.THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES
MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. §11B-602.5
5.THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5
INCHES 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 FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM
SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES
MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15
DEGREES MAXIMUM. §11B-602.6
6.SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM
AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-602.7
7.WALL AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18 INCHES MINIMUM AND
19 INCHES MAXIMUM IN DEPTH. §11B-602.8
8.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 SUCH A DRINKING FOUNTAIN IS LOCATED SHALL
BE 32 INCHES WIDE MINIMUM AND 18 INCHES DEEP MINIMUM, AND SHALL COMPLY WITH SECTION
11B-305.7 MANEUVERING CLEARANCE. WHEN USED, WING WALLS OR BARRIERS SHALL PROTECT
HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY
FROM THE FLOOR OR GROUND SURFACE. §11B-602.9
TOILET AND BATHING ROOM CLEARANCES
9.DOORS TO UNISEX TOILET ROOMS AND UNISEX BATHING ROOMS SHALL HAVE PRIVACY LATCHES.
§11B-213.2.1
10.MIRRORS LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITHIN THE
BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
GROUND. MIRRORS NOT LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED
WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH
FLOOR OR GROUND. §11B-603.3
11.COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION
11B-308. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE
FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44
INCHES MAXIMUM ABOVE THE FINISH FLOOR. §11B-603.4
12.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 MAXIMUM
ABOVE THE FINISH FLOOR. BABY CHANGING STATIONS ARE NOT REQUIRED TO COMPLY WITH
SECTION 11B-603.5 (SEE EXCEPTION) §11B-603.5
WATER CLOSETS AND TOILET COMPARTMENTS
13.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS
SHALL COMPLY WITH SECTION 11B-309.4 OPERATION EXCEPT THEY SHALL BE LOCATED 44 INCHES
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 AMBULATORY ACCESSIBLE COMPARTMENTS. §11B-604.6
14.TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION AND SHALL BE 7
INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE
CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR,
19 INCHES MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND THE GRAB
BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR THAT DOES NOT ALLOW
CONTINUOUS PAPER FLOW. §11B-604.7
15.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. §11B-604.7.2
16.URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13½ INCHES DEEP MINIMUM MEASURED
FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. §11B-605.2
17.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS
SHALL COMPLY WITH SECTION 11B-309 OPERABLE PARTS EXCEPT THAT THE FLUSH CONTROL SHALL
BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES ABOVE THE FINISH FLOOR. §11B-605.4
18.FOR LAVATORIES AND SINKS, A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 CLEAR
FLOOR OR GROUND SURFACES, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE
CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED.
§11B-606.2
19.LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR
COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-606.3
SIGNS RELATED TO TOILETS AND BATHING FACILITIES
20.ENTRANCES LEADING TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11B-603 TOILET
AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH
11B-703.7.2.6 TOILET AND BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING TOILET ROOMS
OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND BATHING ROOMS, DIRECTIONAL
SIGNS INDICATING THE LOCATION OF THE NEAREST COMPLIANT TOILET ROOM OR BATHING ROOM
WITHIN THE FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL
CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING
WITH 11B-703.7.2.1 ISA. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH
11B-603 TOILET AND BATHING ROOMS, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH
11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. WHERE CLUSTERED SINGLE USER TOILET ROOMS
OR BATHING FACILITIES ARE PERMITTED TO USE EXCEPTIONS TO 11B-213.2 TOILET AND BATHING
ROOMS, TOILET ROOMS OR BATHING FACILITIES COMPLYING WITH 11B-603 TOILET AND BATHING
ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH
11B-703.7.2.1 ISA UNLESS ALL TOILET ROOMS AND BATHING FACILITIES COMPLY WITH 11B-603 TOILET
AND BATHING ROOMS. 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 11B-703.5 VISUAL
CHARACTERS, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH
11B-703.7.2.1 ISA. §11B-216.8
21. PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING:
a. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE
SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. §11B-703.6.1
b. 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-703.6.2
c. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM
FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS, 11B-703.3
BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND LOCATION. §11B-703.6.3
d. THE INSTALLATION HEIGHT AND LOCATION OF PICTOGRAM SIGNS SHALL BE PER §11B-703.4.1.
22. SYMBOLS SHALL COMPLY WITH THE FOLLOWING:
a. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A
GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6 TOILET AND BATHING FACILITIES
GEOMETRIC SYMBOLS. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60
INCHES 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 OF THE VERTICAL CENTERLINE OF THE DOOR. §11B-703.7.2.6 (SEE EXCEPTION)
b. A TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO MEN'S TOILET AND BATHING
FACILITIES AND IT SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, ¼ INCH THICK WITH
EDGES 12 INCHES 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. §11B-703.7.2.6.1
c. A CIRCLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO WOMEN'S TOILET AND BATHING
FACILITIES AND IT SHALL BE IDENTIFIED BY A CIRCLE, ¼ INCH THICK AND 12 INCHES IN
DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK
BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11B-703.7.2.6.2
d. COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO UNISEX
TOILET AND BATHING FACILITIES AND IT SHALL BE SHALL BE IDENTIFIED BY A CIRCLE, ¼ INCH
THICK AND 12 INCHES IN DIAMETER WITH A ¼ INCH THICK TRIANGLE WITH A VERTEX POINTING
UPWARD SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH 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.
§11B-703.7.2.6.3
WASHING MACHINE AND CLOTHES DRYERS
1.WASHING MACHINES AND CLOTHES DRYER'S OPERABLE PARTS MUST COMPLY WITH SECTION
11B-309 OPERABLE PARTS. §11B-611.3
2.TOP LOADING MACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT LOCATED 36
INCHES MAXIMUM ABOVE THE FINISH FLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM
OF THE OPENING TO THE LAUNDRY COMPARTMENT LOCATED 15 INCHES MINIM AND 36 INCHES
MAXIMUM ABOVE THE FINISH FLOOR. §11B-611.4
F.COMMUNICATION ELEMENTS AND FEATURES
FIRE ALARM SYSTEMS
1.WHERE FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS PROVIDE AUDIBLE ALARM
COVERAGE, ALARMS SHALL COMPLY WITH 11B-215 FIRE ALARM SYSTEMS. §11B-215.1 (SEE
EXCEPTION)
2.ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS SHALL COMPLY WITH 702 CHAPTER 9,
SECTION 907.5.2.3.1. §11B-215.2
3.WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE
DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH 702 CHAPTER 9, SECTION 907.5.2.3.2 CAN BE
INTEGRATED INTO THE ALARM SYSTEM. §11B-215.3
4.FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS
COMPLYING WITH NFPA 72 (1999 OR 2002 EDITION) (INCORPORATED BY REFERENCE, SEE
“REFERENCED STANDARDS” IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL
OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (1999
EDITION) SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE
FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST ROOMS REQUIRED TO PROVIDE
COMMUNICATION FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 (1999 EDITION)
OR SECTIONS 7.4 AND 7.5 OF NFPA 72 (2002 EDITION), AND CHAPTER 9, SECTIONS 907.5.2.1 AND
907.5.2.3. §11B-702.1
ASSISTIVE LISTENING SYSTEMS
5.ASSISTIVE LISTENING SYSTEMS SHALL BE PROVIDED IN ASSEMBLY AREAS, INCLUDING CONFERENCE
AND MEETING ROOMS, USED FOR THE PURPOSE OF ENTERTAINMENT, EDUCATIONAL OR CIVIC
GATHERINGS, OR SIMILAR PURPOSES. §202, §11B- 219.2
NOTE: ASSEMBLY AREAS INCLUDE, BUT ARE NOT LIMITED TO, CLASSROOMS, LECTURE HALLS,
COURTROOMS, PUBLIC MEETING ROOMS, PUBLIC HEARING ROOMS, LEGISLATIVE
CHAMBERS, MOTION PICTURE HOUSES, AUDITORIA, THEATERS, PLAYHOUSES, DINNER
THEATERS, CONCERT HALLS, CENTERS FOR THE PERFORMING ARTS, AMPHITHEATERS,
ARENAS, STADIUMS, GRANDSTANDS, OR CONVENTION CENTERS. §202, §11B-219.2
6.ASSISTIVE LISTENING SYSTEM SHALL PROVIDE AN AMPLIFICATION SYSTEM UTILIZING
TRANSMITTERS, RECEIVERS, AND COUPLING DEVICES TO BYPASS THE ACOUSTICAL SPACE
BETWEEN A SOUND SOURCE AND A LISTENER BY MEANS OF INDUCTION LOOP, RADIO FREQUENCY,
INFRARED, OR DIRECT-WIRED EQUIPMENT. §202
7.WHERE A BUILDING CONTAINS MORE THAN ONE ASSEMBLY AREA UNDER ONE MANAGEMENT, THE
TOTAL NUMBER OF REQUIRED RECEIVERS MAY BE CALCULATED USING THE TOTAL NUMBER OF
SEATS IN THE ASSEMBLY AREAS PROVIDED THAT ALL RECEIVERS ARE USABLE WITH ALL SYSTEMS.
§11B-219.3 (SEE EXCEPTION)
8.TWENTY-FIVE PERCENT MINIMUM OF RECEIVERS PROVIDED FOR ASSISTIVE LISTENING SYSTEMS,
BUT NO FEWER THAN TWO, SHALL BE HEARING-AID COMPATIBLE EXCEPT WHEN ALL SEATS IN AN
ASSEMBLY AREA ARE SERVED BY MEANS OF AN INDUCTION LOOP. §11B-219.3
9.WHEN ASSISTIVE-LISTENING SYSTEMS ARE LIMITED TO SPECIFIC AREAS OR SEATS, SUCH AREAS OR
SEATS SHALL BE WITHIN A 50-FOOT VIEWING DISTANCE OF THE STAGE OR PLAYING AREA AND SHALL
HAVE A COMPLETE VIEW OF THE STAGE OR PLAYING AREA. §11B-219.4
10.PERMANENTLY INSTALLED ASSISTIVE-LISTENING SYSTEMS ARE REQUIRED IN AREAS IF (1) THEY
HAVE FIXED SEATING AND (2A) THEY ACCOMMODATE AT LEAST 50 PERSONS OR (2B) THEY HAVE
AUDIO-AMPLIFICATION SYSTEMS, EXCEPT THOSE USED EXCLUSIVELY FOR PAGING AND/OR
BACKGROUND MUSIC. §11B-219.2, §11B-219.5
11.PORTABLE ASSISTIVE-LISTENING SYSTEMS MAY SERVE MORE THAN ONE CONFERENCE OR MEETING
ROOMS IF AN ADEQUATE NUMBER OF ELECTRICAL OUTLETS OR OTHER SUPPLEMENTARY WIRING IS
PROVIDED AND PERMANENTLY INSTALLED SYSTEMS ARE NOT REQUIRED. §11B-219.5
12.RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE A 1/8 INCH
STANDARD MONO JACK. §11B-706.2
13.RECEIVERS REQUIRED TO BE HEARING AID COMPATIBLE SHALL INTERFACE WITH TELECOILS IN
HEARING AIDS THROUGH THE PROVISION OF NECK LOOPS. §11B-706.3
14.ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OF PROVIDING A SOUND PRESSURE LEVEL
FROM 110 - 118 DB WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 DB. §11B-706.4
15.SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS
SHALL BE 18 DB MINIMUM. §11B-706.5
16.PEAK CLIPPING SHALL NOT EXCEED 18 DB OF CLIPPING RELATIVE TO THE PEAKS OF SPEECH.
§11B-706.6 TWO-WAY COMMUNICATION SYSTEMS
17.TWO-WAY COMMUNICATION SYSTEMS THAT ARE PROVIDED TO GAIN ADMITTANCE TO A BUILDING OR
FACILITY OR TO RESTRICTED AREAS WITHIN A BUILDING OR FACILITY SHALL PROVIDE BOTH AUDIBLE
AND VISUAL SIGNALS. HANDSET CORDS, IF PROVIDED, SHALL BE 29 INCHES LONG MINIMUM.
§11B-230.1, §11B-708
18.COMMON USE OR PUBLIC USE SYSTEM INTERFACE OF COMMUNICATIONS SYSTEMS BETWEEN A
RESIDENTIAL DWELLING UNIT AND A SITE, BUILDING, OR FLOOR ENTRANCE SHALL INCLUDE THE
CAPABILITY OF SUPPORTING VOICE AND TTY COMMUNICATION WITH THE RESIDENTIAL DWELLING
UNIT INTERFACE. §11B-708.4.1
19.RESIDENTIAL DWELLING UNIT SYSTEM INTERFACE OF COMMUNICATIONS SYSTEMS BETWEEN A
RESIDENTIAL DWELLING UNIT AND A SITE, BUILDING, OR FLOOR ENTRANCE SHALL INCLUDE A
TELEPHONE JACK CAPABLE OF SUPPORTING VOICE AND TTY COMMUNICATION WITH THE COMMON
USE OR PUBLIC USE SYSTEM INTERFACE. §11B-708.4.2
TELEPHONES
20.WHERE COIN-OPERATED PUBLIC PAY TELEPHONES, COIN LESS PUBLIC PAY TELEPHONES, PUBLIC
CLOSED-CIRCUIT TELEPHONES, PUBLIC COURTESY PHONES, OR OTHER TYPES OF PUBLIC
TELEPHONES ARE PROVIDED, PUBLIC TELEPHONES SHALL BE PROVIDED IN ACCORDANCE WITH
11B-217 TELEPHONES FOR EACH TYPE OF PUBLIC TELEPHONE PROVIDED. FOR PURPOSES OF THIS
SECTION, A BANK OF TELEPHONES SHALL BE CONSIDERED TO BE TWO OR MORE ADJACENT
TELEPHONES. §11B-217.1
21.EXCEPT DRIVE-UP ONLY PUBLIC TELEPHONES, WHERE PUBLIC TELEPHONES ARE PROVIDED,
WHEELCHAIR ACCESSIBLE TELEPHONES COMPLYING WITH 11B-704.2 SHALL BE PROVIDED IN
ACCORDANCE WITH TABLE 11B-217.2. §11B-217.2
22.ALL PUBLIC TELEPHONES SHALL HAVE VOLUME CONTROLS COMPLYING WITH 11B-704.3. §11B-217.3
23.TTYS COMPLYING WITH 11B-704.4 SHALL BE PROVIDED IN ACCORDANCE WITH 11B-217.4.
24.WHERE A BANK OF TELEPHONES IN THE INTERIOR OF A BUILDING CONSISTS OF THREE OR MORE
PUBLIC PAY TELEPHONES, AT LEAST ONE PUBLIC PAY TELEPHONE AT THE BANK SHALL BE
PROVIDED WITH A SHELF AND AN ELECTRICAL OUTLET IN ACCORDANCE WITH 11B-704.5. §11B-217.5
(SEE EXCEPTION)
SIGNS
1.EXCEPT BUILDING DIRECTORIES, MENUS, SEAT AND ROW DESIGNATIONS IN ASSEMBLY AREAS,
OCCUPANT NAMES, BUILDING ADDRESSES, AND COMPANY NAMES AND LOGOS, NEW OR ALTERED
SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH 11B-216 SIGNS AND SHALL COMPLY WITH 11B-703
SIGNS. THE ADDITION OF OR REPLACEMENT OF SIGNS SHALL NOT TRIGGER ANY ADDITIONAL PATH
OF TRAVEL REQUIREMENTS. §11B-216.1
2.INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACESSHALL COMPLY WITH
11B-703.1 GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL
CHARACTERS. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT INTERIOR
ROOMS AND SPACES, THE PICTOGRAMS SHALL COMPLY WITH 11B-703.6 PICTOGRAMS AND SHALL
HAVE TEXT DESCRIPTORS COMPLYING WITH 11B-703.2 AND 11B-703.5. §11B-216.2 (SEE EXCEPTION)
3.SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT INTERIOR AND EXTERIOR SPACES
AND FACILITIES OF THE SITE SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS. §11B-216.3
4.SIGNS FOR MEANS OF EGRESS SHALL COMPLY WITH 11B-216.4 MEANS OF EGRESS:
a. SIGNS REQUIRED BY SECTION 1013.4 AT DOORS TO EXIT PASSAGEWAYS, EXIT DISCHARGE,
AND EXIT STAIRWAYS SHALL BE IDENTIFIED BY TACTILE SIGNS COMPLYING COMPLY WITH
11B-703.1 GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL
CHARACTERS. §11B-216.4.1
b. SIGNS REQUIRED BY SECTION 1009.11 TO PROVIDE INSTRUCTIONS IN AREAS OF REFUGE
SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS. SIGNS REQUIRED BY SECTION 1009.9 AT
DOORS TO AREAS OF REFUGE AND EXTERIOR AREAS FOR ASSISTED RESCUE SHALL COMPLY
WITH 11B-703.1 GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5
VISUAL CHARACTERS AND INCLUDE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA)
COMPLYING WITH 11B-703.7.2.1 ISA. §11B- 216.4.2
c. SIGNS REQUIRED BY SECTION 1009.10 TO PROVIDE DIRECTIONS TO ACCESSIBLE MEANS OF
EGRESS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS. §11B-216.4.3
d. SIGNS REQUIRED BY SECTION 1010.1.9.7, ITEM 6.4 AT DOORS WITH DELAYED EGRESS LOCKS
SHALL COMPLY WITH 11B-703.1 GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE
AND 11B-703.5 VISUAL CHARACTERS. §11B-216.4.4
5.SIGNS WITHIN PARKING FACILITIES SHALL COMPLY WITH SECTION 11B-216.5.2. §11B-216.5
6.IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES COMPLYWITH 11B-404 DOORS,
DOORWAYS, AND GATES, COMPLIANT ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. DIRECTIONAL SIGNS
COMPLYING WITH 11B-703.5 VISUAL CHARACTERS THAT INDICATE THE LOCATION OF THE NEAREST
ENTRANCE COMPLYING WITH 11B-404 SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY
WITH 11B-404 DOORS, DOORWAYS, AND GATES. DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5
VISUAL CHARACTERS, INCLUDING THE ISA COMPLYING WITH 11B-703.7.2.1 ISA, 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
7.WHERE EXISTING ELEVATORS DO NOT COMPLY WITH 11B-407 ELEVATORS, COMPLIANT ELEVATORS
SHALL BE CLEARLY IDENTIFIED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA)
COMPLYING WITH 11B-703.7.2.1 ISA. 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 11B-703.5 VISUAL CHARACTERS, INCLUDING THE ISA COMPLYING
WITH 11B-703.7.2.1 ISA. §11B-216.7
8.ENTRANCES TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11B-603 TOILET AND
BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6
TOILET AND BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING TOILET ROOMS OR BATHING
ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND BATHING ROOMS, DIRECTIONAL SIGNS
INDICATING THE LOCATION OF THE NEAREST COMPLIANT TOILET ROOM OR BATHING ROOM WITHIN
THE FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND
SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1
ISA. §11B-216.8
9.WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND
BATHING ROOMS, 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 ISA. 11B-216.8
10.WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE
EXCEPTIONS TO 11B-213.2 TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES
COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA UNLESS ALL
TOILET ROOMS AND BATHING FACILITIES COMPLY WITH 11B-603 TOILET AND BATHING ROOMS.
§11B-216.8
11.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 11B-703.5 VISUAL CHARACTERS, INCLUDING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. §11B-216.8
12.IDENTIFICATION AND DIRECTIONAL SIGNS FOR PUBLIC TTYS SHALL BE PROVIDED IN ACCORDANCE
WITH 11B-216.9 TTYS. §11B- 216.9
a. PUBLIC TTYS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF TTY COMPLYING WITH
11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY. §11B-216.9.1
b. 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 11B-703.5 AND SHALL INCLUDE THE
INTERNATIONAL SYMBOL OF TTY COMPLYING WITH 11B-703.7.2.2. §11B-216.9.2
13.EACH ASSEMBLY AREA REQUIRED BY 11B-219 ASSISTIVE LISTENING SYSTEMS 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 11B-703.5
VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING
LOSS COMPLYING WITH 11B-703.7.2.4 ASSISTIVE LISTENING SYSTEMS. §11B-216.10 (SEE EXCEPTION)
14.WHERE MORE THAN ONE CHECK-OUT AISLE IS PROVIDED, CHECK-OUT AISLES COMPLYING WITH
11B-904.3 CHECK-OUT AISLES SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH 11B-904.3.4
IDENTIFICATION SIGN. WHERE CHECK-OUT AISLES ARE IDENTIFIED BY NUMBERS, LETTERS, OR
FUNCTIONS, SIGNS IDENTIFYING CHECK-OUT AISLES COMPLYING WITH 11B-904.3 CHECK-OUT AISLES
SHALL BE LOCATED IN THE SAME LOCATION AS THE CHECK-OUT AISLE IDENTIFICATION. §11B-216.11
(SEE EXCEPTION)
15. SIGNS IDENTIFYING THE TYPE OF ACCESS PROVIDED ON AMUSEMENT RIDES SHALL BE PROVIDED
AT ENTRIES TO QUEUES AND WAITING LINES. IN ADDITION, WHERE ACCESSIBLE UNLOAD AREAS
ALSO SERVE AS ACCESSIBLE LOAD AREAS, SIGNS INDICATING THE LOCATION OF THE ACCESSIBLE
LOAD AND UNLOAD AREAS SHALL BE PROVIDED AT ENTRIES TO QUEUES AND WAITING LINES. SIGNS
SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. §11B-216.12
16. WHERE PROVIDED IN TRANSPORTATION FACILITIES, VARIABLE MESSAGE SIGNS CONVEYING
TRANSPORTATION RELATED INFORMATION SHALL COMPLY WITH SECTION 11B-703.8. WHERE
PROVIDED IN BUILDINGS THAT ARE DESIGNED AS EMERGENCY SHELTERS, VARIABLE MESSAGE
SIGNS CONVEYING EMERGENCY RELATED INFORMATION SHALL COMPLY WITH SECTION 11B-703.8.
§11B- 216.13
17.SIGNS SHALL COMPLY WITH 11B-703 SIGNS. 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
a. SIGNS AS SPECIFIED IN SECTION 11B-703 SIGNS, 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
11B-703.1.1.1 PLAN REVIEW AND 11B-703.1.1.2 INSPECTION. §11B-703.1.1
b. PLANS, SPECIFICATIONS OR OTHER INFORMATION INDICATING COMPLIANCE WITH THESE
REGULATIONS SHALL BE SUBMITTED TO THE ENFORCING AGENCY FOR REVIEW AND
APPROVAL. §11B-703.1.1.1
c. 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-703.1.1.2
18.RAISED CHARACTERS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS AND SHALL BE
DUPLICATED IN BRAILLE COMPLYING WITH 11B-703.3 BRAILLE. RAISED CHARACTERS SHALL BE
INSTALLED IN ACCORDANCE WITH 11B-703.4 INSTALLATION HEIGHT AND LOCATION. §11B-703.2
a. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. §11B-703.2.1
b. CHARACTERS SHALL BE UPPERCASE. §11B-703.2.2
c. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT,
HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. §11B-703.2.3
d. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE
LETTER “O” IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE
UPPERCASE LETTER “I”. §11B-703.2.4
e. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL
BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE
LETTER “I”. §11B-703.2.5
f. STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 15 PERCENT MAXIMUM OF THE
HEIGHT OF THE CHARACTER. §11B- 703.2.6
g. 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 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 MINIMUM AND 4 TIMES THE RAISED
CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH
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 3/8 INCH MINIMUM. §11B-703.2.7
h. 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. §11B-703.2.8
i. TEXT SHALL BE IN A HORIZONTAL FORMAT. §11B-703.2.9
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
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DESNECIL
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JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
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G402
ACCESSIBILITY NOTES
SIGNS (CONTINUED)
19. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH
11B-703.3 BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND
LOCATION. §11B-703.3
a.BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND
SHALL COMPLY WITH TABLE 11B-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-703.3.1
b.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 MINIMUM AND 1/2 INCH
MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH
MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.
§11B-703.3.2 (SEE EXCEPTION)
20. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH 11B-703.4
INSTALLATION HEIGHT AND LOCATION. §11B-703.4
a.TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES
MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED
FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER BRAILLE
CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE
CHARACTER LINE OF RAISED CHARACTERS.
§11B-703.4.1 (SEE EXCEPTION)
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 BE
LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18
INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED
BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION
AND 45 DEGREE OPEN POSITION. WHERE PROVIDED, SIGNS IDENTIFYING
PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE
TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS
IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN
APPROACHED IN THE DIRECTION OF EGRESS TRAVEL. §11B-703.4.2 (WITH
EXCEPTION)
21. VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING, EXCEPT
WHERE VISUAL CHARACTERS COMPLY WITH 11B-703.2 RAISED
CHARACTERS AND ARE ACCOMPANIED BY BRAILLE COMPLYING WITH
11B-703.3 BRAILLE, THEY SHALL NOT BE REQUIRED TO COMPLY WITH
11B-703.5.2 THROUGH 11B-703.5.6, 11B-703.5.8 AND 11B-703.5.9:
a.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. §11B-703.5.1
b.CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A
COMBINATION OF BOTH. §11B-703.5.2
c.CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS
SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF
OTHER UNUSUAL FORMS. §11B-703.5.3
d.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH
OF THE UPPERCASE LETTER “O” IS 60 PERCENT MINIMUM AND 110
PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”.
§11B-703.5.4
e.MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE
11B-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-703.5.5 (SEE EXCEPTION)
f.VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE
FINISH FLOOR OR GROUND. §11B-703.5.6 (SEE EXCEPTIONS)
g.STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 10
PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE
CHARACTER. §11B-703.5.7
h.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.
§11B-703.5.8
i.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. §11B-703.5.9
j.TEXT SHALL BE IN A HORIZONTAL FORMAT. §11B-703.5.10
22. PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING:
a.PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM.
CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM
FIELD. §11B-703.6.1
b.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-703.6.2
c.PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY
BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY
WITH 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.4
INSTALLATION HEIGHT AND LOCATION. §11B- 703.6.3
23. 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-703.7.1
24. SYMBOLS SHALL COMPLY WITH THE FOLLOWING:
a.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH
FIGURE 11B-703.7.2.1 ISA. THE SYMBOL SHALL CONSIST OF A WHITE
FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL
APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C. §11B-703.7.2.1
(SEE EXCEPTIONS)
1) THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER
COLORS PROVIDED THE SYMBOL CONTRAST IS LIGHT ON DARK OR
DARK ON LIGHT.
2) ON THE ACCESSIBILITY FUNCTION BUTTON ON HALL CALL
CONSOLES IN A DESTINATION-ORIENTED ELEVATOR SYSTEM THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A WHITE
SYMBOL ON A BLACK BACKGROUND.
b.THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH FIGURE
11B-703.7.2.2.
c.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 11B-703.7.2.3.
d.ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING
WITH FIGURE 11B-703.7.2.4.
e.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.
f.DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL
BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6
TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. THE SYMBOL
SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES 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 OF THE VERTICAL
CENTERLINE OF THE DOOR. §11B-703.7.2.6 (SEE EXCEPTION)
g.MEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY AN
EQUILATERAL TRIANGLE, ¼ INCH THICK WITH EDGES 12 INCHES 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. §11B-703.7.2.6.1
h.WOMEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A
CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER. THE CIRCLE
SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK
BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11B-703.7.2.6.2
i.UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A
CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER WITH A ¼ INCH
THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON
THE CIRCLE AND WITHIN THE 12-INCH 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. 11B-703.7.2.6.3
j.EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED.
CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF ⅛ INCH.
§11B-703.7.2.6.4
k.POLE-SUPPORTED PEDESTRIAN TRAFFIC-CONTROL BUTTONS SHALL
BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED
HORIZONTAL YELLOW BAND 2 INCHES IN WIDTH ENCIRCLING THE POLE,
AND A 1-INCH-WIDE 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 ABOVE THE GROUND SURFACE ADJACENT
TO THE POLE. §11B-703.7.2
F. ELEVATORS & LIFTS
ELEVATORS
1.ELEVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH 11B-407.
WHERE MULTIPLE ELEVATORS ARE PROVIDED, EACH ELEVATOR SHALL
COMPLY WITH 11B-407 ELEVATORS; (SEE EXCEPTIONS). §11B-206.6
2.WHERE ELEMENTS OF EXISTING ELEVATORS ARE ALTERED, THE SAME
ELEMENT SHALL ALSO BE ALTERED IN ALL ELEVATORS THAT ARE
PROGRAMMED TO RESPOND TO THE SAME HALL CALL CONTROL AS THE
ALTERED ELEVATOR AND SHALL COMPLY WITH THE REQUIREMENTS OF
11B-407 ELEVATORS FOR THE ALTERED ELEMENT. §11B-206.6.1
EXCEPTION: WHERE A GROUP OF EXISTING ELEVATORS ARE ALTERED
INTO A DESTINATION-ORIENTED ELEVATOR SYSTEM, OR WHERE
ELEMENTS OF EXISTING DESTINATION-ORIENTED ELEVATORS ARE
ALTERED, THE SAME ELEMENTS SHALL ALSO BE ALTERED IN ALL
ELEVATORS THAT ARE PROGRAMMED TO RESPOND TO THE SAME CALL
CONSOLE OR GROUP OF CALL CONSOLES AND SHALL COMPLY WITH THE
REQUIREMENTS OF SECTION 11B-411 FOR THE ALTERED ELEMENTS.
3.ELEVATORS SHALL COMPLY WITH 11B-407 ELEVATORS AND WITH ASME
A17.1. THEY SHALL BE PASSENGER ELEVATORS AS CLASSIFIED BY ASME
A17.1. ELEVATOR OPERATION SHALL BE AUTOMATIC. WHEN THE ONLY
ELEVATORS PROVIDED FOR USE BY THE PUBLIC AND EMPLOYEES ARE
COMBINATION PASSENGER AND FREIGHT ELEVATORS, THEY SHALL
COMPLY WITH 11B-407 ELEVATORS AND WITH ASME A17.1. §11B-407.1,
§11B-407.1.1
4.WHERE ELEVATOR CALL BUTTONS OR KEYPADS ARE PROVIDED, THEY
SHALL COMPLY WITH 11B-407.2.1 CALL CONTROLS AND 11B-309.4
OPERATION. §11B-407.2.1
5.CALL BUTTONS AND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE
REACH RANGES SPECIFIED IN 11B-308 REACH RANGES, MEASURED TO THE
CENTERLINE OF THE HIGHEST OPERABLE PART. §11B-407.2.1.1
6.CALL BUTTONS SHALL HAVE SQUARE SHOULDERS, BE ¾ INCH MINIMUM IN
THE SMALLEST DIMENSION AND SHALL BE RAISED ⅛ INCH PLUS OR MINUS
1/32 INCH ABOVE THE SURROUNDING SURFACE. THE BUTTONS SHALL BE
ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. §11B-407.2.1.2
7. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-305 CLEAR
FLOOR OR GROUND SURFACE SHALL BE PROVIDED AT CALL CONTROLS.
§11B-407.2.1.3
8. EXCEPT FOR DESTINATION-ORIENTED ELEVATORS, THE CALL BUTTON THAT
DESIGNATES THE UP DIRECTION SHALL BE LOCATED ABOVE THE CALL
BUTTON THAT DESIGNATES THE DOWN DIRECTION. §11B-407.2.1.4
9. EXCEPT AT DESTINATION-ORIENTED ELEVATORS, VISIBLE SIGNAL FIXTURES
SHALL BE CENTERED AT 72 INCHES MINIMUM ABOVE THE FINISH FLOOR OR
GROUND. THE VISIBLE SIGNAL ELEMENTS SHALL BE A MINIMUM 2½ INCHES
HIGH BY 2½ INCHES WIDE. SIGNALS SHALL BE VISIBLE FROM THE FLOOR
AREA ADJACENT TO THE HALL CALL BUTTON. §11B-407.2.2.2, FIGURE
11B-407.2.2.2
10. FLOOR DESIGNATIONS COMPLYING WITH 11B-703.2 RAISED CHARACTERS
AND 11B-703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND SHALL BE
PROVIDED ON BOTH JAMBS OF ELEVATOR HOISTWAY ENTRANCES. FLOOR
DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED CHARACTERS AND
BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES HIGH. A RAISED STAR,
PLACED TO THE LEFT OF THE FLOOR DESIGNATION, SHALL BE PROVIDED
ON BOTH JAMBS AT THE MAIN ENTRY LEVEL. THE OUTSIDE DIAMETER OF
THE STAR SHALL BE 2 INCHES AND ALL POINTS SHALL BE OF EQUAL
LENGTH. RAISED CHARACTERS, INCLUDING THE STAR, SHALL BE WHITE ON
A BLACK BACKGROUND. BRAILLE COMPLYING WITH SECTION 11B-703.3
BRAILLE SHALL BE PLACED BELOW THE CORRESPONDING RAISED
CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR
SHALL BE “MAIN”. APPLIED PLATES ARE ACCEPTABLE IF THEY ARE
PERMANENTLY FIXED TO THE JAMB. §11B- 407.2.3.1, FIGURE 11B-407.2.3.1
11. ELEVATOR DOORS SHALL BE THE HORIZONTAL SLIDING TYPE. CAR GATES
SHALL BE PROHIBITED. §11B-407.3.1
12. ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND CLOSE
AUTOMATICALLY. §11B-407.3.2 (SEE EXCEPTION)
13. THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11B-407.4.1.
§11B-407.3.6 (SEE EXCEPTION)
14. INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH OF ELEVATOR
DOORS SHALL COMPLY WITH TABLE 11B-407.4.1. §11B-407.4.1 (SEE
EXCEPTION)
15. FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH 11B-302
FLOOR OR GROUND SURFACES AND 11B-303 CHANGES IN LEVEL.
§11B-407.4.2
16. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF
ANY HOISTWAY LANDING SHALL BE 1¼ INCH MAXIMUM. §11B- 407.4.3
17. ELEVATOR CAR CONTROLS SHALL BE LOCATED WITHIN ONE OF THE
REACH RANGES SPECIFIED IN 11B-308 REACH RANGES. §11B-407.4.6, SEE
EXCEPTIONS AS APPLICABLE.
18. CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL COMPLY
WITH THE FOLLOWING: §11B-407.4.6.2
a.BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH MINIMUM IN
THEIR SMALLEST DIMENSION AND BE RAISED 1/8 INCH PLUS OR MINUS
1/32 INCH ABOVE THE SURROUNDING SURFACE. §11B-407.4.6.2.1
b.BUTTONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER.
WHEN TWO OR MORE COLUMNS OF BUTTONS ARE PROVIDED THEY
SHALL READ FROM LEFT TO RIGHT. §11B-407.4.6.2.2
c.CAR CONTROL BUTTONS SHALL BE ILLUMINATED. §11B-407.4.6.2.3
d.CAR CONTROL BUTTONS SHALL BE ACTIVATED BY A MECHANICAL
MOTION THAT IS DETECTABLE. §11B-407.4.6.2.4
19. EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35
INCHES MINIMUM ABOVE THE FINISH FLOOR. §11B-407.4.6.4.1
20.EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE
GROUPED AT THE BOTTOM OF THE PANEL. §11B-407.4.6.4.2
20.1.CAR CONTROL BUTTONS SHALL COMPLY WITH THE FOLLOWING:
§11B-407.4.7.1
a.CONTROL BUTTONS SHALL BE IDENTIFIED BY RAISED CHARACTERS OR
SYMBOLS, WHITE ON A BLACK BACKGROUND, COMPLYING WITH
11B-703.2 RAISED CHARACTERS AND BRAILLE COMPLYING WITH 11B-703.3
BRAILLE. §11B-407.4.7.1.1
b.RAISED CHARACTERS OR SYMBOLS AND BRAILLE DESIGNATIONS SHALL
BE PLACED IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON TO
WHICH THE DESIGNATIONS APPLY. §11B-407.4.7.1.2
c.THE CONTROL BUTTON FOR THE EMERGENCY STOP, ALARM, DOOR
OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, AND PHONE, SHALL BE
IDENTIFIED WITH RAISED SYMBOLS AND BRAILLE AS SHOWN IN TABLE
11B-407.4.7.1.3. §11B-407.4.7.1.3, TABLE 11B- 407.4.7.1.3
d.BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PROVIDED WITH
VISIBLE INDICATORS TO SHOW THAT A CALL HAS BEEN REGISTERED.
THE VISIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES AT
THE DESIGNATED FLOOR. §11B-407.4.7.1.4
e.A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER SUITABLE MEANS OF
SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL
BUTTONS. §11B-407.4.7.1.5
22.KEYPADS SHALL BE IDENTIFIED BY CHARACTERS COMPLYING WITH
11B-703.5 VISUAL CHARACTERS AND SHALL BE CENTERED ON THE
CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY SHALL HAVE A
SINGLE RAISED DOT. THE DOT SHALL BE 0.118 INCH TO 0.120 INCH BASE
DIAMETER AND IN OTHER ASPECTS COMPLY WITH TABLE 11B-703.3.1.
§11B-407.4.7.2
23.AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN
ELEVATOR CARS. CHARACTERS SHALL BE ½ INCH HIGH MINIMUM.
INDICATORS SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR
ABOVE THE DOOR. §11B-407.4.8
24.EMERGENCY TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH
11B-308 REACH RANGES. RAISED SYMBOLS OR CHARACTERS, WHITE ON A
BLACK BACKGROUND, AND BRAILLE SHALL BE PROVIDED ADJACENT TO
THE DEVICE AND SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS AND
11B-703.3 BRAILLE. EMERGENCY TWO-WAY COMMUNICATION SYSTEMS
BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL
COMPLY WITH ASME A17.1. §11B-407.4.9
25.SUPPORT RAILS SHALL BE PROVIDED ON AT LEAST ONE WALL OF THE CAR
AND SHALL COMPLY WITH THE FOLLOWING: §11B-407.4.10
a.CLEARANCE BETWEEN SUPPORT RAILS AND ADJACENT SURFACES
SHALL BE 1½ INCHES MINIMUM. TOP OF SUPPORT RAILS SHALL BE 31
INCHES MINIMUM TO 33 INCHES MAXIMUM ABOVE THE FLOOR OF THE
CAR. THE ENDS OF THE SUPPORT RAIL SHALL BE 6 INCHES MAXIMUM
FROM ADJACENT WALLS. §11B-407.4.10.1
b.SUPPORT RAILS SHALL BE SMOOTH AND ANY SURFACE ADJACENT TO
THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. §11B-
407.4.10.2
c.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED
WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED
AT ANY POINT ON THE SUPPORT RAIL, FASTENER, MOUNTING DEVICE,
OR SUPPORTING STRUCTURE. §11B-407.4.10.3
LIMITED-USE/LIMITED-APPLICATION ELEVATORS
26.LIMITED-USE/LIMITED-APPLICATION ELEVATORS SHALL COMPLY WITH
11B-408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS AND WITH ASME
A17.1. THEY SHALL BE PASSENGER ELEVATORS AS CLASSIFIED BY ASME
A17.1. ELEVATOR OPERATION SHALL BE AUTOMATIC. §11B-408.1
27.ELEVATOR CALL BUTTONS AND KEYPADS SHALL COMPLY WITH 11B-407.2.1
CALL CONTROLS. §11B-408.2.1
28.HALL SIGNALS SHALL COMPLY WITH 11B-407.2.2 HALL SIGNALS. §11B-408.2.2
29.SIGNS AT ELEVATOR HOISTWAYS SHALL COMPLY WITH 11B-407.2.3.1 FLOOR
DESIGNATION. §11B-408.2.3
30.SLIDING HOISTWAY AND CAR DOORS SHALL COMPLY WITH 11B-407.3.1
THROUGH 11B-407.3.3 (TYPE, OPERATION, AND REOPENING DEVICE) AND
11B-408.4.1 CAR DIMENSIONS AND DOORS. §11B-408.3.1
LIMITED-USE/LIMITED-APPLICATION ELEVATORS
(CONTINUED)
31. SWINGING HOISTWAY DOORS SHALL OPEN AND CLOSE AUTOMATICALLY
AND SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES,
11B-407.3.2 OPERATION, AND 11B-408.3.2 SWINGING DOORS. §11B-408.3.2
32. SWINGING DOORS SHALL BE POWER-OPERATED AND SHALL COMPLY WITH
ANSI/BHMA A156.19 (1997 OR 2002 EDITION). §11B- 408.3.2.1
33. ELEVATOR CARS SHALL PROVIDE A CLEAR WIDTH 42 INCHES MINIMUM AND
A CLEAR DEPTH 54 INCHES MINIMUM. CAR DOORS SHALL BE POSITIONED
AT THE NARROW ENDS OF CARS AND SHALL PROVIDE 32 INCHES MINIMUM
CLEAR WIDTH. §11B-408.4.1, FIGURE 11B-
408.4.1 (SEE EXCEPTION)
34. FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH 11B-302 FLOOR
OR GROUND SURFACES AND 11B-303 CHANGES IN LEVEL.
§11B-408.4.2
35. THE PLATFORM TO HOISTWAY CLEARANCE SHALL COMPLY WITH
11B-407.4.3 PLATFORM TO HOISTWAY CLEARANCE. §11B-408.4.3
36. ELEVATOR CAR LEVELING SHALL COMPLY WITH 11B-407.4.4 LEVELING.
§11B-408.4.4
37. ELEVATOR CAR ILLUMINATION SHALL COMPLY WITH 11B-407.4.5
ILLUMINATION. §11B-408.4.5
38. CONTROL PANELS SHALL BE CENTERED ON A SIDE WALL. §11B-408.4.6
39. DESIGNATIONS AND INDICATORS OF CAR CONTROLS SHALL COMPLY WITH
11B-407.4.7 DESIGNATIONS AND INDICATORS OF CAR CONTROLS.
§11B-408.4.7
40. CAR EMERGENCY SIGNALING DEVICES COMPLYING WITH 11B-407.4.9
EMERGENCY COMMUNICATION SHALL BE PROVIDED. §11B- 408.4.8
PLATFORM LIFTS
1.PLATFORM LIFTS SHALL COMPLY WITH 11B-410 PLATFORM LIFTS.
PLATFORM LIFTS SHALL BE PERMITTED AS A COMPONENT OF AN
ACCESSIBLE ROUTE IN AN EXISTING BUILDING OR FACILITY OR IN NEW
CONSTRUCTION AS FOLLOWS: §11B-206.7
a.PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE
ROUTES TO PERFORMANCE AREAS AND SPEAKERS' PLATFORMS. §11B-
206.7.1
b.PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN ACCESSIBLE
ROUTE TO COMPLY WITH THE WHEELCHAIR SPACE DISPERSION AND
LINE-OF-SIGHT REQUIREMENTS OF 11B-221 ASSEMBLY AREAS AND
11B-802 WHEELCHAIR SPACES, COMPANION SEATS,
DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEATS. §11B-206.7.2
c.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
d.PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN ACCESSIBLE
ROUTE TO: JURY BOXES AND WITNESS STANDS; RAISED COURTROOM
STATIONS INCLUDING, JUDGES' BENCHES, CLERKS' STATIONS,
BAILIFFS' STATIONS, DEPUTY CLERKS' STATIONS, AND COURT
REPORTERS' STATIONS; AND TO DEPRESSED AREAS SUCH AS THE
WELL OF A COURT. §11B-206.7.4
e.PLATFORM LIFTS SHALL BE PERMITTED WHERE EXISTING EXTERIOR
SITE CONSTRAINTS MAKE USE OF A RAMP OR ELEVATOR INFEASIBLE.
§11B-206.7.5
f.PLATFORM LIFTS SHALL BE PERMITTED TO CONNECT LEVELS WITHIN
TRANSIENT LODGING GUEST ROOMS REQUIRED TO PROVIDE MOBILITY
FEATURES COMPLYING WITH 11B-806.2 GUEST ROOMS WITH MOBILITY
FEATURES OR RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE
MOBILITY FEATURES COMPLYING WITH 11B-809.2 THROUGH 11B-809.4
AND ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION
IV. §11B-206.7.6
g.PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE
ROUTES TO LOAD AND UNLOAD AREAS SERVING AMUSEMENT RIDES.
§11B-206.7.7
h.PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE
ROUTES TO PLAY COMPONENTS OR SOFT CONTAINED PLAY
STRUCTURES.
§11B-206.7.8
i.PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE
ROUTES TO TEAM OR PLAYER SEATING AREAS SERVING AREAS OF
SPORT ACTIVITY. §11B-206.7.9
2.FOR RECREATIONAL BOATING FACILITIES AND FISHING PIERS AND
PLATFORMS, PLATFORM LIFTS SHALL BE PERMITTED TO BE USED INSTEAD
OF GANGWAYS THAT ARE PART OF ACCESSIBLE ROUTES SERVING
RECREATIONAL BOATING FACILITIES AND FISHING PIERS AND PLATFORMS.
§11B- 206.7.10
3.PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1 (1999 EDITION OR 2003
EDITION). PLATFORM LIFTS SHALL NOT BE ATTENDANT-OPERATED AND
SHALL PROVIDE UNASSISTED ENTRY AND EXIT FROM THE LIFT. §11B-410.1
4.FLOOR SURFACES IN PLATFORM LIFTS SHALL COMPLY WITH 11B-302
FLOOR OR GROUND SURFACES AND 11B-303 CHANGES IN LEVEL.
§11B-410.2
5.CLEAR FLOOR SPACE IN PLATFORM LIFTS SHALL COMPLY WITH 11B-305
CLEAR FLOOR OR GROUND SPACE. §11B-410.3
6.THE CLEARANCE BETWEEN THE PLATFORM SILL AND THE EDGE OF ANY
RUNWAY LANDING SHALL BE 1¼ INCH MAXIMUM. §11B-410.4
7.CONTROLS FOR PLATFORM LIFTS SHALL COMPLY WITH 11B-309 OPERABLE
PARTS. §11B-410.5
8.PLATFORM LIFTS SHALL HAVE LOW-ENERGY POWER-OPERATED DOORS
OR GATES COMPLYING WITH 11B-404.3 AUTOMATIC AND POWER- ASSISTED
DOORS AND GATES. DOORS SHALL REMAIN OPEN FOR 20 SECONDS
MINIMUM. END DOORS AND GATES SHALL PROVIDE A CLEAR WIDTH 32
INCHES MINIMUM. SIDE DOORS AND GATES SHALL PROVIDE A CLEAR
WIDTH 42 INCHES MINIMUM. §11B-410.6, FIGURE 11B-410.6 (SEE
EXCEPTION)
9.THE MINIMUM SIZE OF LANDINGS AT PLATFORM LIFTS SHALL BE 60 INCHES
BY 60 INCHES. §11B-410.7
10. A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS SHALL BE
POSTED IN A CONSPICUOUS PLACE AT EACH LANDING AND WITHIN THE
PLATFORM ENCLOSURE STATING “NO FREIGHT” AND INCLUDE THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-
703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. §11B-410.8
11. DESTINATION-ORIENTED ELEVATORS SHALL COMPLY WITH SECTION
11B-411 AND WITH ASME A17.1. THEY SHALL BE PASSENGER ELEVATORS
AS CLASSIFIED BY ASME A17.1. ELEVATOR OPERATION SHALL BE
AUTOMATIC. §11B-411.1
a.IN FACILITIES SERVED BY DESTINATION-ORIENTED ELEVATOR
SYSTEMS, FLOOR DESIGNATIONS SHALL BE NUMERIC CHARACTERS
ONLY. FLOOR DESIGNATIONS SHALL BE “ONE” (1) OR “ZERO” (0) AT THE
MAIN ENTRY LEVEL AND SHALL INCREASE BY ONE FOR EACH
SUCCESSIVE HIGHER STORY OR LEVEL. THE INITIAL FLOOR BELOW THE
MAIN ENTRY LEVEL SHALL BE DESIGNATED “MINUS ONE” (-1) AND
THE DESIGNATION FOR EACH SUCCESSIVE LOWER STORY OR LEVEL
SHALL DECREASE BY ONE. STORIES OR LEVELS SHALL NOT BE
DESIGNATED BY ALPHABETIC CHARACTERS. (SEE EXCEPTIONS)
b.ELEVATOR CARS SHALL BE DESIGNATED WITH A SINGLE ALPHABETIC
CHARACTER. (SEE EXCEPTION)
12. ELEVATOR LANDING REQUIREMENTS NEED TO COMPLY WITH THE
FOLLOWING: §11B-411.2.1-§11B-411.2.2
a.HALL CONSOLES INCLUDING: LOCATION, KEYPADS, TOUCH SCREEN,
ACCESSIBILITY, FUNCTION BUTTON, DISPLAY SCREEN, AUDIO OUTPUT,
ARRANGEMENT, ADDITIONAL FEATURES, BUTTON REQUIREMENTS,
IDENTIFICATION OF FLOORS SERVED, ELEVATOR CAR ASSIGNMENT.
b.ELEVATOR CAR IDENTIFICATION AT CAR LANDINGS INCLUDING: VISIBLE
IDENTIFICATION, VERBAL IDENTIFICATION, SIGNS ON JAMBS OF
ELEVATOR HOISTWAY ENTRANCES (FLOOR DESIGNATION SIGNS AND
CAR DESIGNATION SIGNS).
13. ELEVATOR DOOR REQUIREMENTS NEED TO COMPLY WITH: TYPE,
OPERATION, REOPENING DEVICE, HEIGHT, CONTACT, DURATION, DOOR
DELAY, WIDTH. §11B-411.3
14. ELEVATOR CAR REQUIREMENTS NEED TO COMPLY WITH: §11B-411.4
a.CAR DIMENSIONS
b.FLOOR SURFACES
c.PLATFORM TO HOISTWAY CLEARANCE
d.LEVELING
e.ILLUMINATION
f.ELEVATOR CAR CONTROLS
g.DESIGNATIONS AND INDICATORS OF CAR CONTROL BUTTONS
h.CAR POSITION INDICATORS
i.EMERGENCY COMMUNICATION
j.SUPPORT RAIL
k.FLOOR DESTINATION INDICATORS
G. RESTAURANTS, CAFETERIAS, BANQUET
FACILITIES, BARS, PERFORMANCE
AREAS, PRESS BOXES, EMPLOYEE
AREAS
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
2.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
3.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
4.IN RESTAURANTS, CAFETERIAS, BANQUET FACILITIES, BARS, AND SIMILAR
FACILITIES, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL
FUNCTIONAL AREAS, INCLUDING RAISED OR SUNKEN AREAS, AND
OUTDOOR AREAS. §11B-206.2.5
5.WHERE A CIRCULATION PATH DIRECTLY CONNECTS A PERFORMANCE
AREA TO AN ASSEMBLY SEATING AREA, AN ACCESSIBLE ROUTE SHALL
DIRECTLY CONNECT THE ASSEMBLY SEATING AREA WITH THE
PERFORMANCE AREA. AN ACCESSIBLE ROUTE SHALL BE PROVIDED FROM
PERFORMANCE AREAS TO ANCILLARY AREAS OR FACILITIES USED BY
PERFORMERS UNLESS EXEMPTED BY 11B-
206.2.3 MULTI-STORY BUILDINGS AND FACILITIES, (SEE EXCEPTIONS 1
THROUGH 7). §11B-206.2.6
6.PRESS BOXES IN ASSEMBLY AREAS SHALL BE ON AN ACCESSIBLE ROUTE.
§11B-206.2.7 (SEE EXCEPTIONS)
7.COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL
COMPLY WITH 11B-402 ACCESSIBLE ROUTES.
§11B-206.2.8 (SEE EXCEPTIONS)
8.NEWLY CONSTRUCTED COMMERCIAL PLACES OF PUBLIC AMUSEMENT
SHALL PROVIDE NO FEWER THAN ONE ADULT CHANGING FACILITY IN
COMPLIANCE WITH SECTION 11B-813. (SEE DEFINITION)
9.AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE
CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AT 27
INCHES ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF AT LEAST
19 INCHES. §11B-306.3
DINING SURFACES, WORK SURFACES & WET BAR
10. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH
11B-902.2 AND 11B-902.3. §11B-902.1
11. A CLEAR FLOOR SPACE COMPLYING WITH 11B-305 POSITIONED FOR A
FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
COMPLYING WITH 11B-306 SHALL BE PROVIDED. §11B-902.2
12. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28
INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
GROUND. §11B-902.3
13. ACCESSIBLE DINING SURFACES AND WORK SURFACES FOR
CHILDREN'S USE SHALL COMPLY WITH 11B-902.4. §11B-902.4 (SEE
EXCEPTION)
14. 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
11B-902. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED FOR USE
BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH
11B-902. §11B-226.1 (SEE EXCEPTIONS)
15.DINING SURFACES AND WORK SURFACES REQUIRED TO COMPLY WITH
11B-902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY
CONTAINING DINING SURFACES AND WORK SURFACES FOR EACH TYPE OF
SEATING IN A FUNCTIONAL AREA. WORK SURFACES REQUIRED TO COMPLY
WITH 11B-902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY
CONTAINING WORK SURFACES. §11B-226.2
16.WHERE FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A
COUNTER EXCEEDING 34 INCHES IN HEIGHT, A PORTION OF THE MAIN
COUNTER 60 INCHES MINIMUM IN LENGTH SHALL BE PROVIDED IN
COMPLIANCE WITH 11B-902.3. §11B-226.3
17. FOOD SERVICE LINES SHALL COMPLY WITH 11B-904.5. WHERE
SELF-SERVICE SHELVES ARE PROVIDED, AT LEAST 50 PERCENT, BUT NO
FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL COMPLY WITH 11B-308.
§11B-227.4
18. QUEUES AND WAITING LINES SERVICING COUNTERS OR CHECK-OUT
AISLES REQUIRED TO COMPLY WITH 11B-904.3 OR 11B-904.4 SHALL COMPLY
WITH 11B-403. §11B-227.5
19. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH 11B-904.5.
§11B-904.5
1) SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR TABLEWARE,
DISHWARE, CONDIMENTS, FOOD AND BEVERAGES SHALL COMPLY WITH
11B-308. §11B-904.5.1
2) THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34
INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-904.5.2
20.SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH
SECTION 11B-904.4.1 OR 11B-904.4.2. THE ACCESSIBLE PORTION OF THE
COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR
SERVICE COUNTER TOP. §11B-904.4 (SEE EXCEPTION)
a.A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM
AND 34 INCHES HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE
PROVIDED. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-305
SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE 36
INCH MINIMUM LENGTH OF COUNTER. §11B-904.4.1 (SEE EXCEPTION) OR
b.A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM
AND 34 INCHES HIGH MAXIMUM SHALL BE PROVIDED. KNEE AND TOE SPACE
COMPLYING WITH 11B-306 SHALL BE PROVIDED UNDER THE COUNTER. A
CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-305 SHALL BE
POSITIONED FOR A FORWARD APPROACH TO THE COUNTER. §11B-904.4.2
I. AUTOMATIC TELLER MACHINES, FARE
MACHINES AND POINT-OF-SALE DEVICES
1.ELECTRONIC INFORMATION PROCESSING DEVICES THAT ACCEPT OR
DISPENSE CASH IN CONNECTION WITH A CREDIT, DEPOSIT OR
CONVENIENCE ACCOUNT SHALL COMPLY WITH THE REQUIREMENTS
FOR AUTOMATIC TELLER MACHINES (ATMS). §202, §11B-220.1
2.DEVICES USED FOR THE PURCHASE OF GOODS OR SERVICES THAT
REQUIRE A PERSONAL IDENTIFICATION NUMBER (PIN), ZIP CODE OR
SIGNATURE SHALL COMPLY WITH THE REQUIREMENTS FOR
POINT-OF-SALE DEVICES (POS). §202, §11B-220.2
3.ALL AUTOMATIC TELLER MACHINES, FARE MACHINES AND
POINT-OF-SALE DEVICES SHALL DISPLAY CHARACTERS IN A SANS
SERIF FONT. CHARACTERS SHALL BE AT LEAST 3/16 INCH HIGH BASED
ON THE UPPERCASE LETTER "I". CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK
BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
§11B-220, §11B-707.7.2
4.WALK-UP AUTOMATIC TELLER MACHINES, FARE MACHINES AND
POINT-OF-SALE DEVICES SHALL COMPLY WITH ALL REQUIREMENTS OF
SECTIONS 11B-305 CLEAR FLOOR OR GROUND SPACE AND 11B-309
OPERABLE PARTS. EACH OPERABLE PART SHALL BE ABLE TO BE
DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION, UNLESS
A CLEAR OR CORRECT KEY IS PROVIDED. §11B-220,11B-707
5.WHERE TWO OR MORE WALK-UP POINT-OF-SALE DEVICES ARE
INSTALLED FOR USE WITH A SPECIFIC TYPE OF MOTOR FUEL, AT LEAST
TWO FOR THAT FUEL TYPE SHALL COMPLY WITH ALL REQUIREMENTS
OF SECTIONS 11B-305 CLEAR FLOOR OR GROUND SPACE AND 11B-309
OPERABLE PARTS. FUEL TYPES INCLUDE, BUT ARE NOT LIMITED TO,
GASOLINE, DIESEL, COMPRESSED NATURAL GAS, METHANOL, OR
ETHANOL. §11B-220.2
6.POINT-OF-SALE DEVICES AT ELECTRIC VEHICLE CHARGING STATIONS
REQUIRED TO COMPLY WITH 11B-812 SHALL COMPLY WITH 11B-
812.10.3. §11B-220.2
7.DRIVE-UP ONLY AUTOMATIC TELLER MACHINES, FARE MACHINES AND
POINT-OF-SALE DEVICES SHALL BE OPERABLE WITH ONE HAND
WITHOUT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF
THE WRIST AND USE NO MORE THAN 5 POUNDS TO ACTIVATE
OPERABLE PARTS. EACH OPERABLE PART SHALL BE ABLE TO BE
DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION, UNLESS
A CLEAR OR CORRECT KEY IS PROVIDED. §11B-707.3
8.POINT-OF-SALE DEVICES WHEN PROVIDED AT CHECK STANDS AND
SALES AND SERVICE COUNTERS AND ALL AUTOMATIC TELLER
MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE
OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS.
§11B-707.4, §11B-707.9.2
9.WHERE BINS ARE PROVIDED FOR ENVELOPES, WASTE PAPER, OR
OTHER PURPOSES TO SERVE AUTOMATIC TELLER AND FARE
MACHINES, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH THE
REQUIREMENTS FOR CLEAR FLOOR SPACE, HEIGHT AND OPERABLE
PARTS IN SECTION 11B-811 STORAGE. §11B-220.1
10.AUTOMATIC TELLER, FARE MACHINES AND POINT-OF-SALE DEVICES
SHALL BE SPEECH ENABLED. SPEECH SHALL BE DELIVERED THROUGH
A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING
BUT NOT LIMITED TO, AN INDUSTRY STANDARD CONNECTOR OR A
TELEPHONE HANDSET. SPEECH SHALL BE RECORDED OR DIGITIZED
HUMAN, OR SYNTHESIZED. §11B-707.5
11.FOR AUTOMATIC TELLER, FARE MACHINES, AND POINT-OF-SALE
DEVICES OPERATING INSTRUCTIONS AND ORIENTATION, VISIBLE
TRANSACTION PROMPTS, USER INPUT VERIFICATION, ERROR
MESSAGES, AND ALL DISPLAYED INFORMATION FOR FULL USE SHALL
BE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY INDIVIDUALS WITH
VISION IMPAIRMENTS. §11B-707.5
12.SPEECH ON AUTOMATIC TELLER, FARE MACHINES, AND
POINT-OF-SALES DEVICES SHALL BE CAPABLE OF BEING REPEATED OR
INTERRUPTED. SPEECH OUTPUT FOR ANY SINGLE FUNCTION MAY BE
AUTOMATICALLY INTERRUPTED WHEN A TRANSACTION IS SELECTED.
VOLUME CONTROL SHALL BE PROVIDED FOR THE SPEECH FUNCTION.
§11B-707.5.1
13.SPEECH OUTPUT DEVICES ON AUTOMATIC TELLER, FARE MACHINES
AND POINT-OF-SALES DEVICES THAT PROVIDE RECEIPTS SHALL
PROVIDE AUDIBLE BALANCE INQUIRY INFORMATION, ERROR
MESSAGES, AND ALL OTHER INFORMATION ON THE PRINTED RECEIPT
NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION UNLESS
OTHERWISE EXEMPTED. §11B-707.5.2
14.SPEECH OUTPUT DEVICES ON AUTOMATIC TELLER AND FARE
MACHINES AND POINT-OF-SALE DEVICES THAT PROVIDE RECEIPTS
SHALL NOT REQUIRE THE FOLLOWING TO BE AUDIBLE: MACHINE
LOCATION, DATE AND TIME OF TRANSACTION, CUSTOMER ACCOUNT
NUMBER, AND THE MACHINE IDENTIFIER; INFORMATION ON PRINTED
RECEIPTS THAT DUPLICATES INFORMATION AVAILABLE ON-SCREEN;
AND PRINTED COPIES OF BANK STATEMENTS AND CHECKS.
§11B-707.5.2
15.AUTOMATIC TELLER AND FARE MACHINES AND POINT-OF-SALE DEVICES
SHALL PROVIDE AT LEAST ONE TACTILELY DISCERNIBLE INPUT
CONTROL FOR EACH FUNCTION. WHERE PROVIDED, KEY SURFACES
NOT ON ACTIVE AREAS OF DISPLAY SCREENS, SHALL BE RAISED ABOVE
SURROUNDING SURFACES. WHERE MEMBRANE KEYS ARE THE ONLY
METHOD OF INPUT, EACH SHALL BE TACTILELY DISCERNIBLE FROM
SURROUNDING SURFACES AND ADJACENT KEYS. §11B-707.6.1
16.NUMERIC KEYS ON AUTOMATIC TELLER AND FARE MACHINES SHALL BE
ARRANGED IN A 12-KEY ASCENDING OR DESCENDING TELEPHONE
KEYPAD LAYOUT. THE NUMBER FIVE KEY SHALL BE TACTILELY DISTINCT
FROM THE OTHER KEYS. §11B-707.6.2
17.FUNCTION KEYS ON AUTOMATIC TELLER AND FARE MACHINES SHALL
CONTRAST VISUALLY FROM BACKGROUND SURFACES. CHARACTERS
AND SYMBOLS ON KEY SURFACES SHALL CONTRAST VISUALLY FROM
KEY SURFACES. VISUAL CONTRAST SHALL BE EITHER LIGHT-ON-DARK
OR DARK-ON-LIGHT EXCEPT FOR TACTILE SYMBOLS. §11B-707.6.3.1
18.FUNCTION KEY SURFACES ON AUTOMATIC TELLER, FARE MACHINES
AND POINT-OF-SALE DEVICES SHALL HAVE TACTILE SYMBOLS AS
FOLLOWS: ENTER OR PROCEED KEY: RAISED CIRCLE; CLEAR OR
CORRECT KEY: RAISED LEFT ARROW; CANCEL KEY: RAISED LETTER EX;
ADD VALUE KEY: RAISED PLUS SIGN; DECREASE VALUE KEY: RAISED
MINUS SIGN. §11B-707.6.3
19.AT LEAST 50 PERCENT OF WALK-UP AUTOMATIC TELLER, FARE
MACHINES AND POINT-OF-SALE DEVICES SHALL HAVE DISPLAY
SCREENS THAT ARE VISIBLE FROM A POINT LOCATED 40 INCHES ABOVE
THE CENTER OF THE CLEAR FLOOR SPACE IN FRONT OF THE MACHINE.
§11B-220.1, §11B-707.7.1
20.WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER, FARE MACHINES
OR POINT-OF-SALE DEVICES ARE MOUNTED VERTICALLY OR NO MORE
THAN 30 DEGREES TIPPED AWAY FROM THE VIEWER, THE CENTER LINE
OF THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO
MORE THAN 52 INCHES ABOVE THE FLOOR OR GROUND SURFACE.
§11B-707.7.1.1
21.WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER, FARE MACHINES
OR POINT-OF-SALE DEVICES ARE MOUNTED BETWEEN 30 DEGREES
AND 60 DEGREES TIPPED AWAY FROM THE VIEWER, THE CENTER LINE
OF THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO
MORE THAN 44 INCHES ABOVE THE FLOOR OR GROUND SURFACE.
§11B-707.7.1.2
22.WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER OR FARE
MACHINES ARE MOUNTED NO LESS THAN 60 DEGREES AND NO MORE
THAN 90 DEGREES (HORIZONTAL) TIPPED AWAY FROM THE VIEWER,
THE CENTER LINE OF THE DISPLAY SCREEN AND OTHER DISPLAY
DEVICES SHALL BE NO MORE THAN 34 INCHES ABOVE THE FLOOR OR
GROUND SURFACE. §11B-707.7.1.3
H. ASSEMBLY AREAS
8.WHEELCHAIR SPACES SHALL BE PROVIDED IN EACH SPECIALTY SEATING
AREA THAT PROVIDES SPECTATORS WITH DISTINCT SERVICES OR
AMENITIES THAT GENERALLY ARE NOT AVAILABLE TO OTHER
SPECTATORS. THE NUMBER OF WHEELCHAIR SPACES PROVIDED IN
SPECIALTY SEATING AREAS SHALL BE INCLUDED IN, RATHER THAN BE IN
ADDITION TO, THE TOTAL NUMBER OF WHEELCHAIR SPACES REQUIRED
BY TABLE 11B-221.2.1.1. §11B-221.2.1.6
9.WHEELCHAIR SPACES SHALL BE AN INTEGRAL PART OF THE SEATING
PLAN. §11B-221.2.2
10.WHEELCHAIR SPACES SHALL PROVIDE LINES OF SIGHT COMPLYING
WITH 11B-802.2 LINES OF SIGHT AND BE DISPERSED HORIZONTALLY AND
VERTICALLY. §11B-221.2.3, §11B-221.2.3.1, §11B-221.2.3.2
11.PROVIDE SECTION(S) TO SHOW THAT LINES OF SIGHT TO THE
SCREEN, PERFORMANCE AREA, OR PLAYING FIELD FOR SPECTATORS IN
WHEELCHAIR SPACES COMPLY WITH 11B-802.2 LINES OF SIGHT.
12.AT LEAST ONE COMPANION SEAT COMPLYING WITH 11B-802.3
COMPANION SEATS SHALL BE PROVIDED IMMEDIATELY ADJACENT TO
EACH WHEELCHAIR SPACE REQUIRED BY 11B-221.2.1 NUMBER AND
LOCATION. §11B-221.3
13.IN ROW SEATING, COMPANION SEATS SHALL BE LOCATED TO
PROVIDE SHOULDER ALIGNMENT WITH ADJACENT WHEELCHAIR SPACES.
§11B-802.3.1
14.COMPANION SEATS SHALL BE EQUIVALENT IN SIZE, QUALITY,
COMFORT, AND AMENITIES TO THE SEATING IN THE IMMEDIATE AREA.
COMPANION SEATS SHALL BE PERMITTED TO BE MOVEABLE. §11B-802.3.2
15.AT LEAST 5 PERCENT OF THE TOTAL NUMBER OF AISLE SEATS
PROVIDED SHALL COMPLY WITH THE FOLLOWING SECTION 11B-802.4 AND
SHALL BE THE AISLE SEATS LOCATED CLOSEST TO ACCESSIBLE ROUTES.
§11B-221.4
a.WHERE ARMRESTS ARE PROVIDED ON SEATING IN THE AREA, SHOW
FOLDING OR RETRACTABLE ARMRESTS ON THE AISLE SIDE OF
DESIGNATED AISLE SEATS. §11B-802.4.1
b.EACH DESIGNATED AISLE SEAT SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION
11B-703.7.2.1.
c.SIGNAGE COMPLYING WITH SECTION 11B-703.5 SHALL BE POSTED AT THE
TICKET OFFICE NOTIFYING PATRONS OF THEIR AVAILABILITY. §11B-802.4.2
16.AT LEAST 1 PERCENT OF THE TOTAL NUMBER OF SEATS, AND NO
FEWER THAN TWO, SHALL BE SEMI-AMBULANT SEATS WITH AT LEAST 24
INCHES CLEAR LEG SPACE BETWEEN THE FRONT OF THE SEAT TO THE
NEAREST OBSTRUCTION OR THE BACK OF THE SEAT IN FRONT. §11B-221.6
& §11B-802.5
I. AUTOMATIC TELLER MACHINES, FARE
MACHINES AND POINT-OF-SALE DEVICES
(CONTINUED)
23. AUTOMATIC TELLER AND FARE MACHINES SHALL HAVE INSTRUCTIONS FOR
INITIATING THE SPEECH MODE PROVIDED IN CONTRACTED (GRADE 2)
BRAILLE. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND
SHALL COMPLY WITH THE BRAILLE DIMENSION REQUIREMENTS OF TABLE
11B-703.3.1. BRAILLE 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-707.8
24. POINT-OF-SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH SCREEN OR ANY
OTHER NON-TACTILE KEYPAD SHALL BE EQUIPPED WITH A TACTILELY
DISCERNIBLE NUMERICAL KEYPAD, RADIO FREQUENCY IDENTIFICATION
DEVICE, FINGERPRINT BIOMETRICS OR OTHER ACCESSIBLE EQUIVALENT
TECHNOLOGY. §11B-220.2, §11B-707.9
25. POINT-OF-SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH SCREEN OR ANY
OTHER NON-TACTILE KEYPAD SHALL ENABLE A VISUALLY IMPAIRED
PERSON TO ENTER HIS OR HER OWN PERSONAL IDENTIFICATION NUMBER
OR ANY OTHER PERSONAL INFORMATION NECESSARY TO PROCESS THE
TRANSACTION IN A MANNER THAT PROVIDES THE OPPORTUNITY FOR THE
SAME DEGREE OF PRIVACY INPUT AND OUTPUT AVAILABLE TO ALL
INDIVIDUALS. §11B-220.2, §11B-707.9
26. TACTILELY DISCERNIBLE NUMERICAL KEYPADS ON POINT-OF-SALE
SYSTEMS SHALL BE SIMILAR TO A TELEPHONE KEYPADS CONTAINING A
RAISED DOT ON THE NUMBER 5 KEY WITH A DOT BASE DIAMETER
BETWEEN 1.5 TO 1.6 MM AND A HEIGHT BETWEEN 0.6 TO 0.9 MM.
§11B-707.9.1.1
DRESSING, FITTING, AND LOCKER ROOMS
27. WHERE DRESSING ROOMS, FITTING ROOMS, OR LOCKER ROOMS ARE
PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE, OF EACH
TYPE OF USE IN EACH CLUSTER PROVIDED SHALL COMPLY WITH THE
FOLLOWING: §11B-222.1 AND §11B-803
a.A 60 INCH DIAMETER CIRCULAR TURNING SPACE OR A T-SHAPED
TURNING SPACE COMPLYING WITH 11B-304.3.2 T-SHAPED SPACES
SHALL BE PROVIDED WITHIN THE ROOM. §11B-803.2
b.DOORS SHALL NOT SWING INTO THE ROOM UNLESS A TURNING
SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. §11B-
803.3
c.A BENCH COMPLYING WITH 11B-903 BENCHES SHALL BE PROVIDED
WITHIN THE ROOM. THE BENCH SEAT SHALL BE 48 INCH MINIMUM
LONG, 20 TO 24 INCH DEEP, AND A CLEAR FLOOR SPACE COMPLYING
WITH 11B-305 CLEAR FLOOR OR GROUND SPACE SHALL BE
PROVIDED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE
SHORT AXIS OF THE BENCH. THE BENCH SHALL PROVIDE FOR BACK
SUPPORT OR SHALL BE AFFIXED TO A WALL ALONG ITS LONG
DIMENSION. THE TOP OF THE BENCH SEAT SHALL BE 17 TO 19
INCHES ABOVE THE FINISH FLOOR. BENCHES SHALL BE AFFIXED TO
THE WALL OR FLOOR. ALLOWABLE STRESSES SHALL NOT BE
EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR
HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON
THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING
STRUCTURE. §11B-803.4, §11B-903.
d.COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH
RANGES SPECIFIED IN 11B-308 AND SHALL NOT BE LOCATED ABOVE
THE BENCH OR OTHER SEATING IN THE ROOM. §11B-803.5
e.SHELVES SHALL BE 40 INCHES MINIMUM AND 48 INCHES MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND. §11B-803.5.
f.FULL-LENGTH MIRRORS, AT LEAST 18 INCHES WIDE BY 54 INCHES
HIGH, SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
REFLECTING SURFACE 20 INCHES MAXIMUM ABOVE THE FINISH
FLOOR. MIRRORS SHALL BE MOUNTED IN A POSITION AFFORDING A
VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A
STANDING POSITION. §11B-803.6
BENCHES
28.CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-305 SHALL BE
PROVIDED AND SHALL BE POSITIONED AT THE END OF THE BENCH
SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH. §11B-903.2
29.BENCHES SHALL HAVE SEATS THAT ARE 48 INCHES LONG MINIMUM AND 20
INCHES DEEP MINIMUM AND 24 INCHES DEEP MAXIMUM. §11B-903.3
30.THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED
TO A WALL ALONG ITS LONG DIMENSION. BACK SUPPORT SHALL BE 48
INCHES LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 INCHES
MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18 INCHES MINIMUM
ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 2½ INCHES
MAXIMUM FROM THE REAR EDGE OF THE SEAT MEASURED
HORIZONTALLY. §11B-903.4
31.THE TOP OF THE BENCH SEAT SURFACE SHALL BE 17 INCHES MINIMUM
AND 19 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
§11B-903.5
32.BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR. ALLOWABLE
STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A
VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY
POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING
STRUCTURE. §11B-903.6
33.WHERE INSTALLED IN WET LOCATIONS, THE SURFACE OF THE SEAT SHALL
BE SLIP RESISTANT AND SHALL NOT ACCUMULATE WATER.
§11B-903.7
CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS
34.WHERE PROVIDED, CHECK-OUT AISLES, SALES COUNTERS, SERVICE
COUNTERS, FOOD SERVICE LINES, QUEUES, AND WAITING LINES SHALL
COMPLY WITH 11B-227 AND 11B-904. §11B-227.1
35.WHERE CHECK-OUT AISLES ARE PROVIDED, CHECK-OUT AISLES
COMPLYING WITH 11B-904.3 SHALL BE PROVIDED IN ACCORDANCE WITH
TABLE 11B-227.2. WHERE CHECK-OUT AISLES SERVE DIFFERENT
FUNCTIONS, CHECK-OUT AISLES COMPLYING WITH 11B-904.3 SHALL BE
PROVIDED IN ACCORDANCE WITH TABLE 11B-227.2 FOR EACH
FUNCTION. WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT
THE BUILDING OR FACILITY, CHECK-OUT AISLES COMPLYING WITH
11B-904.3 SHALL BE DISPERSED. WHEN NOT ALL CHECK-OUT AISLES
ARE ACCESSIBLE, ACCESSIBLE CHECK-OUT AISLES SHALL BE
IDENTIFIED BY A SIGN COMPLYING WITH 11B-904.3.4. §11B-227.2 (SEE
EXCEPTION)
36.PROVIDE A NOTE ON PLANS: “OPERATIONAL PROCEDURES ARE OFTEN
NECESSARY TO ENSURE THE AMERICANS WITH DISABILITIES ACT
ACCESSIBILITY REQUIREMENTS ARE MET. WHEN CHECK-OUT AISLES
ARE OPEN FOR CUSTOMER USE, THE BUSINESS SHOULD ENSURE THAT
A MINIMUM OF ONE ACCESSIBLE CHECK-OUT AISLE IS ALWAYS
AVAILABLE FOR USE BY PERSONS WITH DISABILITIES. AS CHECK- OUT
AISLES ARE OPENED AND CLOSED BASED ON FLUCTUATING
CUSTOMER LEVELS, THE BUSINESS SHOULD ENSURE THAT THE
NUMBER OF ACCESSIBLE CHECK-OUT AISLES AVAILABLE COMPLIES
WITH TABLE 11B-227.2.
37.WHERE CHECK-OUT AISLES ARE ALTERED, AT LEAST ONE OF EACH
CHECK-OUT AISLE SERVING EACH FUNCTION SHALL COMPLY WITH
11B-904.3 UNTIL THE NUMBER OF CHECK-OUT AISLES COMPLIES WITH
11B-227.2. §11B-227.2.1
38.ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH 11B-904 SHALL
BE LOCATED ADJACENT TO A WALKING SURFACE COMPLYING WITH
11B-403. §11B-904.2
39.CHECK-OUT AISLES SHALL COMPLY WITH THE FOLLOWING:
a.AISLES SHALL COMPLY WITH 11B-403. §11B-904.3.1
b.THE COUNTER SURFACE HEIGHT SHALL BE 38 INCHES MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND. THE TOP OF THE COUNTER
EDGE PROTECTION SHALL BE 2 INCHES MAXIMUM ABOVE THE TOP
OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE CHECK- OUT
COUNTER. §11B-904.3.2
c.WHERE PROVIDED, CHECK WRITING SURFACES SHALL COMPLY WITH
11B-902.3. §11B-904.3.3
d.WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE
CHECK-OUT AISLES SHALL BE IDENTIFIED BY A SIGN CLEARLY
VISIBLE TO A PERSON IN A WHEELCHAIR DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH
11B-703.7.2.1. THE SIGN SHALL BE A MINIMUM OF 4 INCHES BY 4
INCHES. §11B-904.3.4
40.SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH EITHER
OF THE FOLLOWING AND THE ACCESSIBLE PORTION OF THE COUNTER
TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE
COUNTER TOP. §11B-904.4 (SEE EXCEPTION)
a.A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG
MINIMUM AND 34 INCHES HIGH MAXIMUM ABOVE THE FINISH FLOOR
SHALL BE PROVIDED. A CLEAR FLOOR OR GROUND SPACE
COMPLYING WITH 11B-305 SHALL BE POSITIONED FOR A PARALLEL
APPROACH ADJACENT TO THE 36 INCH MINIMUM LENGTH OF
COUNTER. §11B-904.4.1 (SEE EXCEPTION) OR
b.A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG
MINIMUM AND 34 INCHES HIGH MAXIMUM SHALL BE PROVIDED. KNEE
AND TOE SPACE COMPLYING WITH 11B-306 SHALL BE PROVIDED
UNDER THE COUNTER. A CLEAR FLOOR OR GROUND SPACE
COMPLYING WITH 11B-305 SHALL BE POSITIONED FOR A FORWARD
APPROACH TO THE COUNTER. §11B-904.4.2
41.WHERE PROVIDED, AT LEAST ONE OF EACH TYPE OF SALES COUNTER
AND SERVICE COUNTER SHALL COMPLY WITH 11B-904.4. WHERE
COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY,
COUNTERS COMPLYING WITH 11B-904.4 ALSO SHALL BE DISPERSED.
§11B-227.3
42.QUEUES AND WAITING LINES SERVICING COUNTERS OR CHECK-OUT
AISLES REQUIRED TO COMPLY WITH 11B-904.3 OR 11B-904.4 SHALL
COMPLY WITH 11B-403. §11B-227.5
43.WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO
SEPARATE PERSONNEL FROM THE PUBLIC, A METHOD TO FACILITATE
VOICE COMMUNICATION SHALL BE PROVIDED. TELEPHONE HANDSET
DEVICES, IF PROVIDED, SHALL COMPLY WITH 11B-704.3. §11B-904.6
DEPOSITORIES, VENDING MACHINES, CHANGE
MACHINES, MAIL BOXES, AND FUEL DISPENSERS
44.EXCEPT AT DRIVE-UP ONLY DEPOSITORIES, WHERE PROVIDED, AT
LEAST ONE OF EACH TYPE OF DEPOSITORY, VENDING MACHINE,
CHANGE MACHINE, AND FUEL DISPENSER SHALL COMPLY WITH 11B-309.
§11B-228.1
45.WHERE MAIL BOXES ARE PROVIDED IN AN INTERIOR LOCATION, AT LEAST
5 PERCENT, BUT NO LESS THAN ONE, OF EACH TYPE SHALL COMPLY
WITH 11B-309. §11B-228.2
46.GAS PUMP NOZZLES SHALL NOT BE REQUIRED TO PROVIDE OPERABLE
PARTS THAT HAVE AN ACTIVATING FORCE OF 5 POUNDS (22.2N)
MAXIMUM. §11B-309.4 (SEE EXCEPTION)
H. ASSEMBLY AREAS
1.ASSEMBLY AREAS SHALL PROVIDE WHEELCHAIR SPACES, COMPANION
SEATS, DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEATS
COMPLYING WITH 11B-221 AND 11B-802. §11B-221.1
2.LAWN SEATING AREAS AND EXTERIOR OVERFLOW SEATING AREAS,
WHERE FIXED SEATS ARE NOT PROVIDED, SHALL CONNECT TO AN
ACCESSIBLE ROUTE. §11B-221.5
3.PROVIDE NUMBER OF WHEELCHAIR SPACES PER TABLE §11B-221.2.1.1
4.IN EACH LUXURY BOX, CLUB BOX, AND SUITE WITHIN ARENAS, STADIUMS,
AND GRANDSTANDS, WHEELCHAIR SPACES COMPLYING WITH SECTION
11B-802.1 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-221.2.1.1.
§11B-221.2.1.2
5.IN OTHER BOXES, THE TOTAL NUMBER OF WHEELCHAIR SPACES
REQUIRED SHALL BE DETERMINED IN ACCORDANCE WITH TABLE
11B-221.2.1.1. WHEELCHAIR SPACES SHALL BE LOCATED IN NOT LESS
THAN 20 PERCENT OF ALL BOXES PROVIDED. §11B- 221.2.1.3
6.AT LEAST ONE WHEELCHAIR SPACE COMPLYING WITH SECTION 11B-802.1
SHALL BE PROVIDED IN TEAM OR PLAYER SEATING AREAS SERVING
AREAS OF SPORT ACTIVITY. §11B-221.2.1.4
7.IN STADIUM-STYLE MOVIE THEATERS, THE TOTAL NUMBER OF
WHEELCHAIR SPACES REQUIRED SHALL BE PER TABLE 11B-
221.2.1.1.THE REQUIRED WHEELCHAIR SPACES SHALL BE LOCATED ON
RISERS OR CROSS-AISLES IN THE STADIUM SECTION THAT SATISFY AT
LEAST ONE OF THE FOLLOWING CRITERIA: §11B-221.2.1.5
a.LOCATED WITHIN THE REAR 60% OF THE SEATS PROVIDED IN THE
THEATER; OR
b.LOCATED WITHIN THE AREA OF THE THEATER IN WHICH THE VERTICAL
VIEWING ANGLES (AS MEASURED TO THE TOP OF THE SCREEN) ARE
FROM THE 40TH TO THE 100TH PERCENTILE OF VERTICAL VIEWING
ANGLES FOR ALL SEATS AS RANKED FROM THE SEATS IN THE FIRST ROW
(1ST PERCENTILE) TO SEATS IN THE BACK ROW (100TH PERCENTILE).
AL
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
NO
T
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E
D
NO
T
U
S
E
D
NO
T
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S
E
D
NO
T
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NO
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E
D
NOT
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D
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D
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NO
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NO
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NO
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D
3'-
0
"
(
P
A
R
K
I
N
G
)
5"
(
B
U
I
L
D
I
N
G
E
N
T
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A
N
C
E
S
I
G
N
A
G
E
)
3'-0" (PARKING)
5" (BUILDING ENTRANCE SIGNAGE)
SCALE:5
ACCESSIBLE SYMBOL
N.T.S.
HANDICAPPED BLUE COLOR,
BACKGROUND #15090 FED.
STD. 595C OR EQ.
WHITE HIGHWAY PAINT
2 COATS, 3" WIDE TYP.
F.F.
64
"
43
"
42
"
38
"
DOOR & FRAME, WHERE
OCCURS
VIEWER
℄ OF DR. DEADLOCK OR
PUSH PLATE
℄ OF DOOR PULL GRIP
AND OF PUSH-PULL BAR
℄ OF LEVER HANDLE, LATCH
AND CROSS BAR ON FIRE
EXIT DEVICE
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
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
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
60" MIN.
72" MIN.
72" MIN.
72" MIN.
72" MIN.60" MIN.
72" MIN.
48"
DN
.
MIN.
(REFER TO NOTE #5)
12"
TW + 12" MIN.36
"
12" MIN.
12"
TW + 12" MIN.
TO
F
I
N
I
S
H
F
L
O
O
R
36
"
12" MIN.
27
"
M
A
X
.
27
"
M
A
X
.
1-1/4" MAX.
30° MAX.30° MAX.
1-1/4" MAX.
.
3'
-
0
"
NOTE:
1.SHADED AREAS OF RAMP MUST HAVE DETECTABLE
WARNING SURFACE CROSS SLOPE OF LANDING
2.AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION.
30" MAX.
RISE (TYP.)
12"
36
"
HANDRAILS MUST EXTEND A MINIMUM OF
12" OF LEVEL DISTANCE (PARALLEL TO
LANDING SURFACE) BEYOND TOP AND
BOTTOM OF THE RAMP ENDS THE RAMP
ENDS BEFORE THEY ARE RETURNED
12"
4"
MA
X
.
30
"
43
"
36
"
36
"
48" MIN.
48" MIN. WIDTH
GUARD RAIL IN ACCORDANCE
WITH CBC 1015
SCALE:17 GENERAL RAMP REQUIREMENTS
N.T.S.
G RAMP WITH TURNING PLATFORM
A CURB RAMPS
F RAMP WITH INTERMEDIATE SWITCHBACK PLATFORM
E STRAIGHT RAMP RUN
D HANDRAIL AT RAMPS
VARIES
(30' MAX.)
60" MIN.
30" MAX.
RISE (TYP.)
AT LEAST AS WIDE
AS RAMP RUN
C
-
C RAMP SECTION
WIDTH MUST BE A MINIMUM OF 60" WHEN
SERVING AN OCCUPANCY 300 OR MORE
1-1/4" TO 1-1/2" DIA. HANDRAIL AT RAMPS
EDGE PROTECTION - IN FORM OF A
BARRIER: 2" HIGH CURB (6" HIGH
WARNING CURB WHERE A DROP OF 4"
OR MORE OCCURS)
< 4" AND < 30"
ADJACENT HAZARD
72" MIN.
60" MIN.
INTERMEDIATE
PLATFORM
AT LEAST AS WIDE
AS RAMP RUN
30" MAX.
RISE (TYP.)
60" MIN.
LANDING
GUIDE CURB OR
WARNING CURB
POST @ 4'-0"
O.C. MAX
SCALE:2
ACCESSIBLE PARKING STALL SIGNAGE
N.T.S.
SCALE:3 UNAUTHORIZED VEHICLE WARNING SIGNS
N.T.S.
SCALE:4 ACCESSIBLE PATH OF TRAVEL
N.T.S.
1/2" RADIUS
TYPICAL
WHITE ON BLUE
BACKGROUND
WHITE ON BLUE
BACKGROUND
TYPICAL
1/2" RADIUS
TYPICAL
VAN ACCESSIBLE
SIGN WHERE
APPLICABLE
C HANDRAIL EXTENSIONS AT STAIRWAY
SCALE:9 STAIR DETAILS
N.T.S.
B ACCEPTABLE STAIR NOSING
SOLID RISER,
TYPICAL
1/2" RADIUS
MAX.
RADIUS NOSING BEVELED NOSING
1/2" BEVEL
MAX.
ROUNDED OR
BEVELED
NOSING,
TYPICAL
VISUAL WARNING STRIPS SHALL BE 2" MIN. (4"
MAX.) WIDTH AND INSTALLED 1" MAX. FROM EDGE
OF THE TOP AND BOTTOM TREADS OF INTERIOR
STAIRS, AND ON ALL TREADS OF EXTERIOR
STAIRS.
BOTTOM LANDING
TOP
LANDING
VISUAL WARNING STRIPS
SHALL BE 2" MIN. (4" MAX.)
WIDTH AND INSTALLED 1" MAX.
FROM EDGE OF THE TOP AND
BOTTOM TREADS OF INTERIOR
STAIRS, AND ON ALL TREADS
OF EXTERIOR STAIRS.BOTTOM LANDING
TW = TREAD WIDTH
TW
TW = TREAD WIDTH
TO
F
I
N
I
S
H
F
L
O
O
R
TOP LANDING
TW
24" MIN. OF
STRAIGHT CURB
1-1/2"TO 1-1/2"
1-1/4"
3" MAX.
18
"
M
I
N
.
1
1
/
2
"
MI
N
.
2 1/4 MAX
2 1/4
M
A
X
1
1
/
2
M
I
N
1 1/2 MIN - 2 MAX
1 1/2
NON-CIRCULAR CROSS SECTION
A CLEARANCE & GRIPPING SURFACES
CIRCULAR CROSS SECTION
4-6 14 PERIMETER
INTERMEDIATE
TURNING POSITION
48"
30
"
M
I
N
.
48"
Y
Z
NOTES:
Z
X
48" MIN.
48
"
15
"
M
I
N
.
48"
30
"
M
I
N
.
X
48
"
M
I
N
I
M
U
M
48
"
M
I
N
I
M
U
M
12" MIN.
18" MIN.
1/
4
"
MA
X
.
48" MIN. CLR.
1/
2
"
MA
X
.
2
1
SCALE:26
GENERAL DOOR REQUIREMENTS
N.T.S.
A.FLOOR(S) OR LANDING(S) ARE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD
OF THE DOORWAY.
B.CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" IS BEVELED AT A MAXIMUM GRADIENT OF 1:2.
C.RECESSED DOOR MATS ARE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH OF 1:2.
D.CARPET AND CARPET TILES ARE SECURELY ATTACHED AND HAVE LEVEL LOOP, TEXTURED LOOP,
LEVEL-CUT PILE OR LEVEL-CUT/UNCUT PILE WITH PILE NOT EXCEEDING 1/2" IN HEIGHT.
E.EXPOSED EDGES OF CARPET ARE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG
ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE.
LEVER,
LOOPED AND
PUSH BAR
DOOR
HARDWARE
10" MIN.
BOTTOM
RAIL
RUBBER BUMPER
ON CHAIR
1/
2
"
PROVIDE THIS ADDITIONAL
SPACE IF DOOR IS
EQUIPPED WITH BOTH A
LATCH AND A CLOSER
1/2" MAX.
PILE
HEIGHT
COMPRESSED CARPET 1/4"
MAX. BELOW THRESHOLD
THRESHOLD
FIN. FLOOR LEVEL
NOTES:
1.CHANGES IN LEVEL
BETWEEN 1/4" HIGH
MIN. AND 1/2" HIGH
MAX. SHALL BE
BEVELED WITH A
SLOPE NOT STEEPER
THAN 1:2.
2.1/4" MAXIMUM
VERTICAL LEVEL
CHANGE.
SCALE:25 WALKS & SIDEWALKS
N.T.S.
SCALE:29 REACH REQUIREMENTS
N.T.S.
DOOR TYPE:
A.REQUIRED EXIT DOORWAY(S) ARE OF A SIZE TO PERMIT INSTALLATION OF A DOOR A
MINIMUM 3' IN WIDTH, 6'-8" IN HEIGHT
B.EXIT DOOR IS CAPABLE OF OPENING A MINIMUM OF 90 DEGREES
C.THE CLEAR WIDTH OF THE DOORWAY IS 32" MINIMUM.
D.DOUBLE DOORS/AUTOMATIC DOORS - AT LEAST ONE DOOR MUST COMPLY WITH DOOR
TYPE ITEM B AND C ABOVE
E.BOTTOM 10" OF DOOR (EXCEPT SLIDING DOORS) HAS A SMOOTH, UNINTERRUPTED
SURFACE THAT ALLOWS DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT
CREATING A TRAP OR HAZARDOUS CONDITION
F.EFFORT TO OPERATE DOOR IS WITHIN PRESSURE ALLOWED. INTERIOR AND EXTERIOR
DOORS - 5 POUNDS MAXIMUM PRESSURE TO OPERATE. FIRE DOORS - 15 POUNDS MAXIMUM
PRESSURE TO OPERATE
G.TWO DOORS A SERIES PROVIDE A MINIMUM OF 48" CLEAR SPACE FROM ANY DOOR IN ANY
POSITION
HARDWARE:
A.HANDLES, PULL LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS
SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE
TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE OPERATE
B.LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED AND WHICH ARE IN A PATH OF
TRAVEL ARE OPERABLE BY LEVER TYPE, PANIC BARS, PUSH-PULL ACTIVATION BARS,
U-SHAPED HANDLES OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT
DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION
C.11B-404.2.7 OPENING HARDWARE IS CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR
D.11B-404.2.8.1 - DOOR CLOSERS AND GATE CLOSERS, IF PRESENT, SHALL BE ADJUSTED SO
THAT FROM AN OPENING POSITION OF 90°, THE TIME REQUIRED TO MOVE THE DOOR TO A
POSITION OF 12° FROM THE LATCH IS 5 SECONDS MINIMUM
11B-404.2.8.2 - DOOR AND GATE SPRING HINGES, IF PRESENT, SHALL BE ADJUSTED SO THAT
FROM THE OPEN POSITION OF 70°, THE DOOR OR GATE SHALL MOVE TO THE CLOSED
POSITION IN 1.5 SECONDS MINIMUM
THRESHOLD
PROVIDE THIS ADDITIONAL
SPACE IF DOOR IS
EQUIPPED WITH BOTH A
LATCH AND A CLOSER
1.X SHALL BE < 25 INCHES; Z SHALL BE EQUAL TO X.
2.WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM.
3.WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM.
B DOOR HARDWARE & MOUNTING HEIGHTS
D THRESHOLD
E TRANSITION BETWEEN FLOOR FINISHES
F VESTIBULES / TWO DOORS IN SERIES
A TYPICAL DOOR ELEVATION HEIGHTS
D MAXIMUM FORWARD REACH
OVER AN OBSTRUCTION
E HIGH FORWARD
REACH LIMITS
F CLEAR FLOOR
SPACE - FRONT APPROACH
B SIDEWALK OBSTRUCTIONS
A LEVEL CHANGES
CURB
(TYP.)
STREET
(TYP.)
SIDEWALK
VAN STALL
5'-0"
18
'
-
0
"
MI
N
.
12'-0"9'-0"
STANDARD STALL
SCALE:16
ELECTRIC VEHICLCLE CHARGING PARKING STALL & SIGNAGE
N.T.S.
EV
CHARGING
ONLY
EV
CHARGING
ONLY
ACCESSIBLE ROUTE CLEAR FLOOR SPACE
EV CHARGER
STANDARD ACCESSIBLE
EVCS
EVCS NOT REGULATED
BY SECTION 11B-812
VAN
ACCESSIBLE
EVCS
80
"
MI
N
.
27
"
MA
X
.
4"
MAX.
SCALE:24 PROTRUDING OBJECTS
N.T.S.
ACCESSIBLE ROUTE 4'
-
0
"
MI
N
.
CL
R
.
1'
-
0
"
VE
H
I
C
L
E
OV
E
R
H
A
N
G
NO
PARKING
12" HIGH LETTERING INDICATING "NO PARKING,"
PAINT 2 COATS TRAFFIC WHITE
12" HIGH LETTERING INDICATING "EV CHARGING
ONLY," PAINT 2 COATS TRAFFIC WHITE
1'-
6
"EQUIPMENT
SPACE
EXCEPT FOR
ELECTRIC
VEHICLE
CHARGING
1'-0"
1-1/2" RADIUS
TYPICAL
RED ON WHITE
BACKGROUND
"P" SHALL BE
BLACK
1'-
6
"
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.
VAN ACCESSIBLEVAN ACCESSIBLE
SIGN WHERE
APPLICABLE
ELECTRIC VEHICLE
CHARGING SIGN
16B
-
VARIES
(30' MAX.)
WHEN DOOR SWINGS
ONTO LANDING: 42" MIN.
PLUS DOOR WIDTH
VARIES
(30' MAX.)
WHEN DOOR SWINGS
ONTO LANDING: 42" MIN.
PLUS DOOR WIDTH
60" MIN.
AT LEAST AS
WIDE AS
RAMP RUN
60" MIN.VARIES
(30' MAX.)
WHEN DOOR SWINGS
ONTO LANDING: 42" MIN.
PLUS DOOR WIDTH
60" MIN.VARIES
(30' MAX.)
1/2" RADIUS
TYPICAL
ADJACENT HAZARD
1/
4
"
MA
X
.
1/
4
"
MA
X
.
12" MIN.
30"
48
"
M
A
X
.
15
"
MI
N
.
34
"
M
A
X
.
30"24" MAX.
46
"
M
A
X
.
48
"
30"10"
MAX.
A MAXIMUM SIDE REACH
OVER AN OBSTRUCTION
B HIGH AND LOW
SIDE REACH LIMITS
C CLEAR FLOOR SPACE
PARALLEL APPROACH
48
"
M
I
N
I
M
U
M
60
"
M
I
N
I
M
U
M
48" MINIMUM
54" PREFERRED
24" MIN. EXTERIOR
18" MIN. INTERIOR
SURFACE SLOPE NOT
TO EXCEED 2%
12" MINIMUM IF DOOR
HAS BOTH A CLOSER
AND A LATCH
SURFACE SLOPE NOT
TO EXCEED 2%
C TYPICAL DOOR LANDING CLEARANCES
B ELETCRIC VEHICLE CHARGING SIGN A ELETCRIC VEHICLE CHARGING PARKING STALL
3'-0"
TYP.
2
1
1/2" MAX.
1/4" MAX.
GROUT BELOW THRESHOLD
LANDING RAMP LANDING
27
"
M
A
X
.
27
"
M
A
X
.
12"12" MIN.PLAN VIEW
STAIR GENERAL NOTES:
RISER EIGHT AND TREAD DEPT:
·RISER HEIGHT: 7" MAX AND 4" MIN.
·RECTANGULAR TREAD DEPTH: 11" MIN.
DIMENSIONAL UNIFORMITY:
STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST
AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED
3/8".
WALKING SURFACE:
EXTERIOR WALKING SURFACE OF TREADS SHALL BE SLOPED FOR DRAINAGE NOT STEEPER THAN 2% IN ANY
DIRECTION.
GENERAL NOTE:
PROVIDE SMOOTH, NON ABRASIVE SURFACE BEHIND HANDRAILS.
2" DIA. GALV. POLE
2" DIA. GALV.
POLE
2" DIA. GALV.
POLE
6'-8" MIN.
6'-8" MIN.
6'-8" MIN.
2.35"
.6
5
"
M
I
N
.
B TRUNCATED DOMES
2.
3
5
"
.0.2"
TOP DIAMETER
0.45" - 0.47" MAX
BOTTOM DIAMETER
0.9" - 0.92" MAX
PLAN VIEW
ENLARGED
ELEVATION VIEW
48"
DN
.
DN
.
PLTR.
60"
48
"
MI
N
.
PLTR.
DN.
TYP.
6'-
6
"
MI
N
.
48"
MIN.
2%
S
L
O
P
E
3'-
0
"NOTE: SURFACE WILL REQUIRE 36"
SECTION OF TRUNCATED DOMES
IF LANDING SURFACE ADJOINS
VEHICULAR TRAFFIC WAY (SEE
DETAIL "B")
PAINT CURB SAFETY
YELLOW (2 COATS), TYP.
LINE OF OBSTRUCTION
OR EDGE OF WALK AREA,
AS OCCURS, TYP.3'
-
0
"
4'-0"
LINE OF FRONT OF
REQ'D PARKING
SPACE
1:10 MAX. SLOPE
(TYPICAL)
1:12 SLOPE MAX.
TYP.
LINE OF OBSTRUCTION
OR EDGE OF WALK
AREA AS OCCURS, TYP.
MIN.
WALK
AREA
MIN.
DN.3'
-
0
"
3'
-
0
"
DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE
CURB IS 6 INCHES (152 mm) MINIMUM & 8 INCHES (203 mm) MAXIMUM FROM
THE DEMARCATION LINE AT THE FACE OF THE CURB, BETWEEN THE CURB &
THE GUTTER, STREET OR HIGHWAY (CBC 11B-705.1.2.2.1)
VAN STALL
5'-0"
18
'
-
0
"
SEE SITE PLAN FOR STALL(S)
CONFIGURATION.
EQUAL
TYP.
3'-0"
T
Y
P
.
4'
-
0
"
MI
N
.
CL
R
.
4'-0" MIN.
BLUE PAINTED CURB
AT HANDICAPPED
STALL ONLY
TRUNCATED
DOMES
EQUAL
TYP.
2'-
0
"
ACCESSIBLE
SYMBOL
4" WIDE, PAINTED BLUE
STRIPES (2 COATS)
12'-0"
CAR OVERHANG LINE
WHERE OCCURS,
SEE SITE PLAN
RA
M
P
DO
W
N
12" HIGH LETTERING
INDICATING "NO
PARKING," PAINT 2
COATS TRAFFIC WHITE
CONC. CURB - SEE SITE
PLAN AND CIVIL DWG'S FOR
PROFILE REQUIRED
9'-0"
STANDARD STALL
4'-0" LONG
CONCRETE
WHEEL STOP
ALIGN, TYPICAL
4'-
0
"
MI
N
.
C
L
R
.
HANDICAP
PARKING SIGN36
"
4'-0"
MIN.
CLR.
SCALE:1
ACCESSIBLE PARKING STALL
N.T.S.
17B
-
2
-
5
-
NOTE:
SLOPE OF PARKING STALL AND
ADJACENT ACCESSIBLE AISLE
NOT TO EXCEED 2% SLOPE
IN ANY DIRECTION
NO
PARKING
4" WIDE, PAINTED
BLUE STRIPES (2
COATS)
L
E
S
S
T
H
A
N
6
0
"
W
I
D
E
6
0
"
M
I
N
.
60" MIN.
60" MIN.
60" MIN.
60" MIN.
200' MAX
200' MAX
200' MAX
400' MAX
6
0
"
M
I
N
.
60
"
M
I
N
.
60
"
M
I
N
.
PASSING SPACE (2% MAX
CROSS-SLOPE)
LEVEL REST AREA (2% MAX
SLOPE IN ANY DIRECTION)
SCALE:19
PASSING SPACES
N.T.S.
48" MIN
.
4
8
"
M
I
N
.
LESS THAN
60" WIDE
2
%
M
A
X
5% MAX
5% MAX
LEVEL TURNING AREA (2%
MAX SLOPE IN ANY
DIRECTION)
A RESTING AND PASSING AREAS
NOTES:
AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES PROVIDES PASSING SPACES
AT INTERVALS OF 200 FEET MAXIMUM. THE PASSING SPACES ARE EITHER A SPACE 60 INCHES
MINIMUM BY 60 INCHES MINIMUM, OR AN INTERSECTION OF TWO WALKING SURFACES THAT
PROVIDE A COMPLIANT T-SHAPE TURNING SPACE WHERE THE BASE AND ARMS OF THE T-SHAPE
SPACE EXTEND 48 INCHES MINIMUM BEYOND THE INTERSECTION. 11B-403.5.3
1:10 MAX. SLOPE
(TYPICAL)
1:12 SLOPE MAX.
TYP.
1:12 SLOPE MAX.
TYP.
NOTES:
1.DETECTABLE WARNING SURFACE SHALL BE YELLOW
CONFORMING TO FS 33538 OF FEDERAL STANDARD
595C
2.MATERIAL USED SHALL BE RECESSED INTO WALKING
SURFACE
3.DETECTABLE WARNING SURFACE SHALL CONTRAST
VISUALLY WITH ADJACENT WALKING SURFACES
EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT
4.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, ARTICLE 2, 3 AND 4
6"
UPDATE TOWING
INFORATION
G403
ACCESSIBILITY
DETAILS
NO
T
U
S
E
D
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:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NO
T
U
S
E
D
NOT
U
S
E
D
NOT
U
S
E
D
STRUCTURAL STRENGTH:
ALLOWABLE STRESSES SHALL
NOT BE EXCEEDED FOR
MATERIALS USED WHERE 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.
33
"
-
3
6
"
T.
O
.
G
R
A
B
B
A
R
48
"
T.
O
.
S
H
O
W
E
R
H
E
A
D
C
O
N
T
R
O
L
H
A
N
D
L
E
17
"
M
I
N
.
19
"
M
A
X
30
"
M
I
N
.
60" MIN.
15" to 16"
6" MAX
24" MIN.
6"
24
"
M
I
N
.
17
"
M
A
X
.
SEE PLAN
17
"
M
A
X
.
13-1/2" MIN.
T&H
EQEQ
44
"
M
A
X
.
H
A
N
D
O
P
E
R
A
T
E
D
FL
U
S
H
C
O
N
T
R
O
L
S
T&H
18" MIN.18" MIN.
>
2
4
"
<
2
4
"
19
"
MA
X
.
32" MIN.
CLR.
FLUSH HANDLE OR
VALVE SHALL BE ON
WIDE SIDE
60" C
L
E
A
R
F
L
O
O
R
S
P
A
C
E
60" CLR. MIN.
34
"
M
I
N
.
CL
E
A
R
4"
M
A
X
35"-37"
60
"
M
I
N
.
44
'
M
I
N
.
60" CLR. MIN.
17" MIN.
34
"
M
A
X
.
29
"
M
I
N
.
6" MAX. TOE
CLEARANCE
8"
9"
MI
N
.
24" MIN.
48"
7"-9"
48" MIN. CLR. TO ADJ. WALL
33
"
-
3
6
"
T.
O
G
R
I
P
P
I
N
G
S
U
R
F
A
C
E
40
"
M
A
X
.
54" MIN
42" MIN.
℄.
60
"
M
I
N
.
M
A
N
E
U
V
E
R
I
N
G
S
P
A
C
E
36
"
M
I
N
.
WH
E
N
D
O
O
R
S
W
I
N
G
S
I
N
16
G404
E
FG
48
"
M
I
N
.
17"- 19"
8"
27
"
M
I
N
.
MIN. KNEE
CLEARANCE
60" C
L
E
A
R
F
L
O
O
R
S
P
A
C
E
59
"
M
I
N
.
@
F
L
O
O
R
M
O
U
N
T
E
D
W
A
T
E
R
C
L
O
S
E
T
SURFACE MOUNTED
SANITARY NAPKIN
DISPOSAL WHERE OCCURS
SURFACE MOUNTED MULTI-ROLL
TOILET TISSUE DISPENSER
PROVIDE
BACKING
60" CLR. MIN.
32" MIN. CLR.
4" MAX.
FLUSH VALVE OR VALVE
SHALL BE ON 'WIDE SIDE"
SURFACE MOUNTED
SANITARY NAPKIN
DISPOSAL WHERE OCCURS
SURFACE MOUNTED
MULTI-ROLL TOILET
TISSUE DISPENSER
SURFACE MOUNTED TOILET
SEAT-COVER DISPENSER
30"x48" CLR.
FLOOR
SPACE
SELF-CLOSING DOOR
SELF-CLOSING
DOOR
6" CLEAR
G ELEVATIONFELEVATION
B SIDE OPENING DOORASINGLE ACCOMODATION C SIDE FRONT DOOR D AMBULATORY
SCALE:16 ACCESSIBLE TOILET PLAN & ELEVATIONS
1/2"=1'-0"
SCALE:19 ACCESSIBLE URINAL PLAN & ELEVATIONS
1/2"=1'-0"
C ELEVATION B PLANDELEVATION A PLAN (ALCOVE)
SCALE:20
ACCESSIBLE SHOWER PLAN & ELEVATIONS
1/2"=1'-0"
C ELEVATION B ELEVATION A PLAN
30"x48" CLEAR 36"x48" CLEAR
STRUCTURAL STRENGTH:
ALLOWABLE STRESSES
SHALL NOT BE EXCEEDED
FOR MATERIALS USED
WHERE 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.36"x60" CLEAR
17"-18"17"-18"17"-18"18"
19
"
M
I
N
.
TO
O
P
E
N
'
G
19
"
M
I
N
.
TO
O
P
E
N
'
G
11" MIN.
SINK
34
"
M
A
X
.
6-
1
/
2
"
M
A
X
.
SI
N
K
D
E
P
T
H
27
"
M
I
N
.
K
N
E
E
CL
E
A
R
A
N
C
E
19" DEPTH
KNEE CLEARANCE
24" MAX.
3'-0"
CLEAR
18"
MIN.
ATTACH TOE
KICK TO
CABINET DOOR
UPPER CABINETS
WHERE OCCURS
30" MIN
19
"
M
A
X
8"MIN
11"MIN
9"
M
I
N
B SECTION A PLAN
SCALE:22
ACCESSIBLE SINK PLAN & SECTION
SCALE: 1/2"=1'-0"
B
-
℄
B-2888 TOILET TISSUE
DISPENSER
MULTI-ROLL
TOILET TISSUE
DISPENSER BOBRICK
SATIN
FINISHED
B-221 TOILET
SEAT
COVER
DISPENSER
CLASSIC SERIES
SURFACE
MOUNTED
SEAT-COVERED
DISPENSER BOBRICK
SATIN
FINISHED
B-5806
SERIES
42" GRAB
BARS BOBRICK
SATIN
FINISHED
B-5806
SERIES
48" GRAB
BARS
1 1/4"Ø
STAINLESS STEEL BOBRICK
SATIN
FINISHED
B-270 SANITARY
NAPKING
DISPOSAL
RECEPTACLE
BOBRICK
SATIN
FINISHED
1
2
3
4
5
CODEITEM NO.MANUF.COLORNAMEDESCRIPTION
H ACCESSORIES
SPECIFICATIONS
18" MIN.
CLR.
59
"
M
I
N
.
@
F
L
R
M
O
U
N
T
E
D
W
A
T
E
R
C
L
O
S
E
T
56
"
M
I
N
.
@
W
A
L
L
M
O
U
N
T
E
D
W
A
T
E
R
C
L
O
S
E
T
48
"
M
I
N
.
M
A
N
E
U
V
E
R
I
N
G
S
P
A
C
E
12"
MAX.
40
"
M
A
X
.
T
O
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
2 12"
MAX.
1
12"
MA
X
.
27" MAX.
48
"
M
A
X
.
T.
O
.
S
H
O
W
E
R
C
O
N
T
R
O
L
S
A. ACCESSIBLE BENCH PLAN
NOTE:
·CLEAR FLOOR OR GROUND
SPACE SHALL BE PROVIDED
AND POSITIONED AT THE END
OF THE BENCH SEAT AND
PARALLEL TO THE SHORT
AXIS OF THE BENCH
·BENCH SHALL PROVIDE FOR
BACK SUPPORT OR SHALL BE
AFFIXED TO A WALL ALONG
ITS LONG DIMENSION
·BENCH SHALL BE AFFIXED TO
THE WALL OR FLOOR
·ALLOWABLE STRESSES SHALL
NOT BE EXCEEDED FOR
MATERIALS USED WHEN A
FORCE OF 250 POUNDS IS
APPLIED
30"x48"
WHEELCHAIR ACCESS
AT EITHER END OF
ACCESSIBLE BENCH
B. ACCESSIBLE BENCH SECTION
48" MIN.
2
1
/
2
"
MA
X
.
20
"
M
I
N
.
24
"
M
A
X
.
17
"
M
I
N
.
19
"
M
A
X
.
18
"
M
I
N
.
2"
MA
X
.
C. ACCESSIBLE LOCKER SECTION
40
"
M
I
N
.
4
8
"
M
A
X
.
H
E
I
G
H
T
15
"
L
O
W
E
S
T
RE
A
C
H
R
A
N
G
E
SHELF
SCALE:8
ACCESSIBLE BENCH AND LOCKER DETAIL
SCALE: 1/2"=1'-0"
39
"
M
I
N
.
-
4
1
"
M
A
X
18
"
M
I
N
.
39" MIN. - 41" MAX.
VERTICAL
GRAB BAR
WHERE
OCCURS.
℄.
B-2111
SERIES
SOAP
DISPENSER
SURFACE
MOUNTED SOAP
DISPENSER BOBRICK
SATIN
FINISHED6
B-2620
SERIES
PAPER
DISPENSER
SURFACE
MOUNTED PAPER
DISPENSER BOBRICK
SATIN
FINISHED7
25" MAX.
18"
MIN.
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
.
33
"
-
3
6
"
T.
O
.
G
R
I
P
P
I
N
G
OF
S
U
R
F
A
C
E
6"
MAX.42"
12"
MIN.
17"-18"PLUMBEREX, PRO-EXTREME SERIES
X4333 KIT INCLUDES: P-TRAP COVER,
TWO (2) SUPPLY COVERS
FIN. FACE OF WALL
36" MIN.
1-
1
/
2
"
MI
N
.
K-4368HIGHCLIFFC_TOILETSVITREOUS CHINA
E ELEVATION
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
.
SURFACE MOUNTED
PAPER DISPENSER 71
5
43
2
2
6
SURFACE MOUNTED
SANITARY NAPKIN
DISPOSAL
RECEPTACLE
1 1/4"Ø
STAINLESS STEEL
LEVER HANDLE FOR
FAUCET - SEE
PLUMBING DWGS
NOTE: INSULATE DRAIN & HOT WATER PIPES
17
"
-
1
9
"
SE
A
T
S
2"
M
A
X
COUNTER
F.F.
44
"
4"
8"
15
"
MI
N
.
48
"
M
A
X
.
48
"
M
A
X
.
DO
O
R
H
E
I
G
H
T
M
I
N
U
S
8
"
80
"
(
O
R
6
"
B
E
L
O
W
CE
I
L
I
N
G
W
H
I
C
H
E
V
E
R
I
S
L
O
W
E
R
)
48
"
M
A
X
.
48
"
M
A
X
48
"
M
A
X
.
TO
P
O
F
H
A
N
D
L
E
CARD READER, LOCAL
ALARM, ARMING OR
INTERCOM STATION,
WALL PHONE OUTLET
ELECTRICAL OR
COMMUNICATION
OUTLET ABOVE
COUNTER
A B
ELECTRICAL OR
COMMUNICATION
OUTLET
C
LIGHT SWITCH
D
THERMOSTAT
E
ELECTRO
MAGNETIC
DOOR
HOLD-OPEN
F
AUDIBLE &
VISUAL FIRE
ALARM OR
SECURITY
STROBE LIGHT
G
MANUAL FIRE
ALARM PULL
STATION
H
FIRE
EXTINGUISHER
I
FIRE
EXTINGUISHER IN
CABINET
SCALE:9 MOUNTING HEIGHTS FOR RESTROOM ACCESSORIES
3/8"=1'-0"
SCALE:10
MOUNTING HEIGHTS
3/8"=1'-0"
SCALE:26 EXIT & RESTROOM SIGNAGE
3/8"=1'-0"
BACK SPLASH
6"
F.F.48
"
M
I
N
.
T
O
B
A
S
E
L
I
N
E
O
F
T
H
E
LO
W
E
S
T
B
R
A
I
L
L
E
C
E
L
L
S
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
WALL MOUNTED EXIT
SIGN AT EXIT DOOR
MO
U
N
T
O
N
S
T
R
I
K
E
S
I
D
E
W
H
E
N
D
I
M
A
B
O
V
E
DO
O
R
H
E
A
D
<
1
2
"
18"MIN.
CLEAR
℄
EQ.EQ.
WALL OR OBSTRUCTION
WHERE OCCURS
40
"
M
A
X
.
T
O
H
I
G
H
E
S
T
OP
E
R
A
B
L
E
P
A
R
T
ACCESSIBLE
TOWEL
DISPENSER
ACCESSIBLE
SANITARY
NAPKIN/TAMPON
VENDOR
ACCESSIBLE
SOAP
DISPENSER
ACCESSIBLE
SEAT COVER
DISPENSER
33
"
-
3
6
"
T.
O
.
G
R
I
P
P
I
N
G
OF
S
U
R
F
A
C
E
GRAB BARSSPACING
AROUND
GRAB
BARS
19
"
M
I
N
.
ACCESSIBLE
ROLL TOILET
TISSUE
DISPENSER
ACCESSIBLE
SANITARY
NAPKIN
DISPOSAL
A B C D E G H I
1
1
/
2
"
M
I
N
.
12
"
MI
N
.
4" MAX.
POINT OF
DISPENSING
40
"
M
A
X
.
B
.
O
.
RE
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
O
V
E
R
A
CO
U
N
T
E
R
O
R
L
A
V
.
35
"
M
A
X
.
A
N
Y
W
H
E
R
E
EL
S
E
MIRROR
MOUNTING
HEIGHTS
J
SURFACE-MOUNTED
DRYER
F
34
"
M
A
X
19
"
M
A
X
45°
CENTERED ON
TACTILE
CHARACTERS
18
"
M
I
N
.
CL
E
A
R
18"MIN.
CLEAR
℄
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
B
A
S
E
L
I
N
E
O
F
T
H
E
LO
W
E
S
T
B
R
A
I
L
L
E
C
E
L
L
S
EQ EQ
60
"
M
A
X
.
58
"
-
6
0
"
CE
N
T
E
R
R
E
S
T
R
O
O
M
S
I
G
N
WI
T
H
I
N
1
8
"
O
F
D
O
O
R
F
R
A
M
E
℄
EQ.
℄
ALL GENDERRESTROOMALL GENDERRESTROOM
WALL OR OBSTRUCTION
WHERE OCCURS
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
ELECTRICAL RECEPTACLE, SWITCH & CONTROLS FIRE CONTROL DEVICES
PROTRUDING OBJECT
ABOVE GRAB BARS
MEN
WOMEN
ALL GENDER
6"
MIN
.
3 WOMEN'S ACCESSIBLE TOILET SIGNAGE
2 MEN'S ACCESSIBLE TOILET SIGNAGE
1 UNISEX / ALL GENDER
ACCESSIBLE TOILET SIGNAGE
12
"
6"
MI
N
.
12
"
6"
MI
N
.
12
"
THE TRIANGLE SHALL
CONTRAST WITH THE
CIRCLE AND THE
CIRCLE SHALL
CONTRAST WITH THE
DOOR.
THE TRIANGLE SHALL
CONTRAST WITH THE
DOOR.
THE CIRCLE SHALL
CONTRAST WITH THE
DOOR.
48
"
M
A
X
.
NOTE:
ILLUSTRATIONS SHOWN HERE ARE
FOR DIMENSIONAL ACCESSIBILITY
PURPOSES ONLY. A SECOND DRINKING
FOUNTAIN SHOULD BE PROVIDED AT A
MOUNTING HEIGHT SUITABLE TO
PERSONS WITH LIMITED PHYSICAL
BENDING ABILITY, ADJACENT TO THE
ACCESSIBLE FOUNTAIN, MAINTAINING
MINIMUM CLEARANCES NOTED AND AS
REQUIRED. PROVIDE TEXTURED AREA
OF CONTRASTING COLOR TO IDENTIFY
WATER FOUNTAIN LOCATION. WHEN
FOUNTAIN IS AT AN INTERIOR
LOCATION, THE TEXTURED AREA
SHALL ALSO BE OF DIFFERENT
RESILIENCY THAN THAT OF THE
ADJACENT FLOOR SURFACE FINISH.
27
"
M
I
N
.
36
"
M
A
X
.
32" CLEAR
FOR SINGL
E
18" MIN
.
19" MAX
.
18" MIN
.
24" MAX
.
6" MIN.
6"
MAX.
SCALE:18
HI-LO DRINKING FOUNTAIN
N.T.S.
Hi-LO FOUNTAIN DESIGN
38
"
M
I
N
.
T
O
4
3
"
M
A
X
.
5" MAX.
11B-602 DRINKING FOUNTAINS: SHALL COMPLY WITH SECTION 11B-307 AND 11B-602.
11B-602.2: 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.
11B-602.3 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 OF THE FRONT EDGE OF THE FOUNTAIN OR AUTOMATIC ELECTRONICALLY CONTROLLED DEVICE.
11B-602.4 SPOUT HEIGHT: SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
GROUND.
11B-602.5 SPOUT LOCATION: THE SPOUT SHALL BE LOCATED 15 INCHES MAXIMUM FROM THE VERTICAL
SUPPORT AND 5 INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.
11B-602.6 WATER FLOW: WATER FLOW SHALL COMPLY WITH SECTION 11B-602.6
11B-602.7 DRINKING FOUNTAINS FOR STANDING PERSONS: SPOUT OUTLETS OF THE DRINKING FOUNTAINS FOR
STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE FINISH OR GROUND.
11B-602.8 DEPTH: WALL- AND POST-MOUNTED CANTILEVER DRINKING FOUNTAINS SHALL BE 18 INCHES MINIMUM
AND 19 INCHES MAXIMUM IN DEPTH.
11B-602.9 PEDESTRIAN PROTECTION: ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED IN 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 WIDE MINIMUM, AND 18 INCHES 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 VERTICALLY FROM THE FLOOR OR GROUND
SURFACE.
60
"
M
A
X
.
T
O
B
A
S
E
L
I
N
E
O
F
R
A
I
S
E
D
C
H
A
R
A
C
T
E
R
S
1 THRU 2
NO ROOF ACCESS
STAIR 1
160
"
M
A
X
1ST FLOOR SIGN
1
60
"
M
A
X
FIN. FLR.
4"
4"
1 THRU 2
NO ROOF ACCESS
STAIR 1
2
2ND FLOOR SIGN
1ST LEVEL
48
"
M
I
N
BRAILLE
EACH ELEVATOR HOISTWAY ENTRANCE MUST HAVE RAISED FLOOR
DESIGNATION CHARACTERS, SANS SERIF OR SIMPLE SERIF TYPE, 2"
HIGH ON EACH DOOR JAMB CENTERED 60" AFF, AND THE SIGNS FOR
THE MAIN ENTRY FLOOR MUST INCLUDE A RAISED STAR. THE
CHARACTERS MUST BE WHITE ON A BLACK BACKGROUND. BRAILLE
MUST BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS
ADD RAISED STAR TO
FLOOR IDENTIFICATION
SIGNS, REQUIRED ON
FIRST FLOOR SIGN ONLY
2ND LEVEL
ADD RAISED STAR TO
FLOOR IDENTIFICATION
SIGNS, REQUIRED ON
FIRST FLOOR SIGN
ONLY
48
"
M
I
N
.
T
O
B
A
S
E
L
I
N
E
O
F
TA
C
T
I
L
E
C
H
A
R
A
C
T
E
R
S
EXIT 6"
6"
EQ
.
EQ
.
1/8" THICK MATTE ACRYLIC SIGN
COLOR TO BE VERIFIED
ADA COMPLIANT GRADE 2 BRAILLE BEADS
SHALL BE POSITIONED BELOW THE
CORRESPONDING TEXT SEPARATED 3/8 INCH
MIN. 1/2 INCH MAX. FROM ANY OTHER TACTILE
CHARACTERS AND 3/8 INCH FROM RAISED
BORDERS AND DECORATIVE ELEMENTS
ADA COMPLIANT WHITE LETTERS.
CHARACTER HEIGHT MEASURED
VERTICALLY FROM THE BASE LINE OF
THE CHARACTER SHALL BE 5/8 INCH MIN.
AND 2 INCH MAX. BASED ON THE HEIGHT
OF THE UPPERCASE LETTER "I". STROKE
THICKNESS SHALL BE 15 PERCENT
MAXIMUM OF THE SAME LETTER "I"
FIN. FLR.
EXIT ROUTE 6"
6"
EQ
.
EQ
.
LOCATE AT
GRADE LEVEL
EXTERIOR
EXIT DOOR
1/8" THICK MATTE ACRYLIC SIGN COLOR
TO BE VERIFIED
ADA COMPLIANT GRADE 2 BRAILLE
BEADS SHALL BE POSITIONED BELOW
THE CORRESPONDING TEXT SEPARATED
3/8 INCH MIN. 1/2 INCH MAX. FROM ANY
OTHER TACTILE CHARACTERS AND 3/8
INCH FROM RAISED BORDERS AND
DECORATIVE ELEMENTS.
REFERENCE: CBC 11B-703.
DISTANCE BETWEEN CORRESPONDING
DOTS IN ADJACENT CELLS 0.300 INCHES
MIN. AND MAX., PER TABLE 11B-703.3.1
DISTANCE BETWEEN CORRESPONDING
DOTS IN ADJACENT CELLS 0.300 INCHES
MIN. AND MAX., PER TABLE 11B-703.3.1
BRAILLE
BRAILLE
FIN. FLR.
BRAILLE BRAILLE
2
ADA COMPLIANT WHITE LETTERS.
CHARACTER HEIGHT MEASURED
VERTICALLY FROM THE BASE LINE OF
THE CHARACTER SHALL BE 5
8" MIN AND
2 INCH MAX BASED ON THE HEIGHT OF
THE UPPER CASE LETTER "I". STROKE
THICKNESS SHALL BE 15 PERCENT
MAXIMUM OF THE SAME LETTER "I".
FIN. FLR.
SCALE:24 STAIR LEVEL IDENTIFICATION SIGNS
NONE
SCALE:28 TACTILE SIGN REQUIREMENTS
NONE
60
"
M
A
X
48
"
M
I
N
FIN. FLR.
60
"
M
A
X
.
T
O
B
A
S
E
L
I
N
E
O
F
R
A
I
S
E
D
C
H
A
R
A
C
T
E
R
S
48
"
M
I
N
.
T
O
B
A
S
E
L
I
N
E
O
F
TA
C
T
I
L
E
C
H
A
R
A
C
T
E
R
S
A FLOOR IDENTIFICATION SIGNS
B EXIT SIGNS
C EXIT ROUTE SIGNS
A GROUND FLOOR
B UPPER OR LOWER FLOORS
FIN. FLR.
6"
6"
EQ
.
EQ
.
1/8" THICK MATTE ACRYLIC SIGN COLOR
TO BE VERIFIED
ADA COMPLIANT GRADE 2 BRAILLE
BEADS SHALL BE POSITIONED BELOW
THE CORRESPONDING TEXT SEPARATED
3/8 INCH MIN. 1/2 INCH MAX. FROM ANY
OTHER TACTILE CHARACTERS AND 3/8
INCH FROM RAISED BORDERS AND
DECORATIVE ELEMENTS.
DISTANCE BETWEEN CORRESPONDING
DOTS IN ADJACENT CELLS 0.300 INCHES
MIN. AND MAX., PER TABLE 11B-703.3.1
BRAILLE
ADA COMPLIANT WHITE LETTERS.
CHARACTER HEIGHT MEASURED
VERTICALLY FROM THE BASE LINE OF
THE CHARACTER SHALL BE 58" MIN AND
2 INCH MAX BASED ON THE HEIGHT OF
THE UPPER CASE LETTER "I". STROKE
THICKNESS SHALL BE 15 PERCENT
MAXIMUM OF THE SAME LETTER "I".
60
"
M
A
X
.
T
O
B
A
S
E
L
I
N
E
O
F
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48
"
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S
D EXIT STAIRS SIGNS
EXIT STAIRS
DOWN
NOTE: AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES
THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL
LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT.
FLOOR LANDING
NUMBERS ON BOTH
SIDES OF DOOR JAMB
35
"
M
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N
.
A.
F
.
F
.
1/
2
"
M
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.
1
3
2
4
3/4" MIN.
5 6
48
"
A
.
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NUMERAL HEIGHT
MAIN ENTRY FLOOR
DOOR CLOSE
DOOR OPEN
EMERGENCY ALARM
EMERGENCY STOP
HALL LANTERN
CALL BUTTON
℄
B
A
6'
-
0
"
M
I
N
.
42
"
℄29
"60
"
5"
℄
12
"
14"
MAXIMUM
OCCUPANCY
76
1/8" THICK MATTE ACRYLIC SIGN
COLOR TO BE BEIGE
STANDARD BLACK
LETTER GRAPHICS
SCALE:27 ELEVATOR CONTROL PANEL
1 1/2"=1'-0"
SCALE:23
MAXIMUM OCCUPANCY SIGN
NTS
BUTTON WIDTH
6'
-
0
"
M
I
N
.
NOTE:
1) MOUNT SIGN IN A VISIBLE LOCATION BETWEEN 48" & 60" ABOVE FINISH FLOOR
2) VERIFY MAX OCCUPANCY WITH ARCHITECT
NO
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ACCESSIBILITY
DETAILS
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
NO
T
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D
NO
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NO
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NO
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R&R
JUNIORS / KIDS
FASHION FORWARD
FOOD SERVICE /
ENTERTAINMENT
PROJECT LOCATION
(SUITE FC2)
RESTROOMS SERVING SUITE FC2
(DISTANCE 80'-0")
MALL ENTRY
MALL ENTRY
MALL ENTRY
MALL ENTRY
SCALE:26 SITE PLAN
1/48" = 1'-0"
AS101
SITE PLAN
NORTH LEGEND
EXISTING ACCESSIBLE PATH OF TRAVEL (44" MINIMUM)
NOTE:
NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH
OF TRAVEL SHOWN. THE SLOPE & CROSS-SLOPE
ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5%
& 2% RESPECTIVELY (INSPECTOR TO VERIFY)
AL
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.
TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
12.36
6.08
WH
T
+84"
+84"
+36"
+84"+84"+84"
+48"
+84"
+80"
+84"
+40"
+40"
+48"
+80"
+80"
+36"
+90"SERVICE
COUNTER
KITCHEN
KITCHEN
SUPPORT
J
J
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
6.09
11.40
11.40
11.40
11.40
11.80
22.18 22.19B
22.19
22.19B
22.41
22.42
22.43
22.44
50.1150.11
12.36
50.12
22.19
22.19
21.09
11.80
S
S
S GYP. BD.
+14'-9"
GYP. BD.
+11'-9"
GYP. BD.
+12'-7"
9.29 9.29
11.40
11.40
11.40
11.40
50.1150.11
9.21
9.29B
24" MAX.
3" MAX.
TYP.
NOTES:
1) REBAR CAN BE INSTALLED AT AN ANGLE & BENT ONCE IN FIELD
2) REPAIR VAPOR BARRIER (WHERE OCCURS)
3) REPAIR SUB-BASE (REPLACE LOST MATERIAL)
(2) #4
CONTINUOUS
(N) MIN 3000 PSI
CONCRETE
(E) SLAB ON
GRADE
COMPACT SOIL
UNDER (N) SLAB
TRENCH AS REQ'D.
FOR PLUMBING
DRILL & EPOXY #4
DOWELS @ 18" O.C.
W/ HILTI RE-500 V3
(ESR-3814) W/ 4"
EMBED
ROUGHEN (E)
SLAB TO 1/4"
AMPLITUDE MIN.
SCALE:5 SLAB INFILL DETAIL
1 1/2"=1'-0"
1"
M
I
N
.
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T
.
TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
A001
DEMOLITION FLOOR PLAN &
REFLECTED CEILING PLAN
SCALE:16
DEMOLITION FLOOR PLAN
1/2" = 1'-0"
DEMOLITION LEGEND
NORTH
DEMOLITION KEY NOTES
22.42 HAND SINK TO BE REPLACED (SEE PROPOSED PLAN FOR LOCATION)
PATCH & REPAIR WALL FINISHES TO MATCH EXISTING
SCALE:26
DEMOLITION REFLECTED CEILING PLAN
1/2" = 1'-0"
NORTH
SCALE: 1/2"=1'-0"
0'2'1'4'
SCALE: 1/2"=1'-0"
0'2'1'4'
1.PLAN LEGEND SEE SHEET G201.
2.PREPARATION:
a.CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO FAMILIARIZE THEMSELVES WITH
THE EXISTING CONDITIONS.
b.PRE-CONSTRUCTION MEETING: CONTRACTOR SHALL CONDUCT A PRE-DEMOLITION CONFERENCE
WITH OWNER, ARCHITECT AND TRADES ON SITE TO REVIEW SCHEDULE, SCOPE OF DEMOLITION
WORK, CONDITION OF CONSTRUCTION TO BE DEMOLISHED AND AREAS OF EXISTING CONSTRUCTION
TO REMAIN AND REQUIRED PROTECTION.
c.ALL OWNER FURNITURE AND EQUIPMENT SHALL BE REMOVED AS REQUIRED. COORDINATE WITH
OWNER'S PROJECT REPRESENTATIVE.
3.FIELD CONDITIONS:
a OWNER DOES NOT GUARANTEE THAT EXISTING CONDITIONS ARE THE SAME AS THOSE INDICATED ON
THE RECORD DOCUMENTS.
b.NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE
PROCEEDING WITH DEMOLITION WORK.
c.IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY
THE OWNER.
d.MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING
DEMOLITION OPERATIONS.
e.MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING DEMOLITION OPERATION.
f.DO NOT DISRUPT ADJOINING TENANTS' OPERATION.
4.GENERAL:
a.DEMOLISH AND REMOVE EXISTING CONSTRUCTION TO THE EXTENT REQUIRED BY NEW
CONSTRUCTION AND AS INDICATED.
b.USE METHODS REQUIRED COMPLETING THE WORK WITHIN LIMITATIONS OF GOVERNING
REGULATIONS.
c.PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING
DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE PROTECTED
STORAGE LOCATION, CLEANED AND REINSTALLED AFTER DEMOLITION IS COMPLETE.
d.LOCATIONS OF EXISTING POWER, TELECOM, DATA, ETC SHALL BE VERIFIED IN FIELD AFTER ALL
FURNITURE, FIXTURES AND EQUIPMENT HAVE BEEN REMOVED.
e.DEMOLISH ALL FLOOR, WALL AND CEILING FINISHES WHERE NEW FINISHES ARE SCHEDULED TO BE
INSTALLED. SEE PROPOSED IMPROVEMENT PLANS. PATCH AND REPAIR OR PROVIDE NEW SUBSTRATE
AS REQUIRED TO ACCOMMODATE NEW FINISHES.
f.MAINTAIN FIRE RATING AT ALL RATED FLOOR/CEILING, ROOF/CEILING AND WALL ASSEMBLIES.
g.REFER TO PLUMBING DRAWINGS FOR PLUMBING DEMOLITION WORK (WHERE APPLICABLE).
h.REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL DEMOLITION WORK (WHERE APPLICABLE).
i.REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION WORK (WHERE APPLICABLE).
j.EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED, REUSED, SALVAGED, REINSTALLED,
OR INDICATED TO REMAIN IN OWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM THE
PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN APPROVED MANNER.
k.CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY
SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO EXISTING CONDITION BEFORE
DEMOLITION OPERATIONS BEGAN.
DEMOLITION GENERAL NOTES
EXISTING WALL TO REMAIN
(E) WALL TO BE REMOVED
FIRE SPRINKLER (RE-CONFIGURE AS
REQUIRED TO ACCOMMODATE NEW WORK)
(E) MECHANICAL REGISTER TO BE REMOVED
(E) LIGHT FIXTURE TO BE REMOVED
(E) SUSPENDED ACOUSTICAL CEILING SYSTEM TO BE REMOVED
(E) SUSPENDED ACOUSTICAL CEILING GRID TO REMAIN
(E) MECHANICAL REGISTER TO REMAIN
(E) LIGHT FIXTURE TO REMAIN
(E) ILLUMINATED EXIT SIGN TO REMAIN
(E) CEILING ACCESS PANEL TO REMAIN
EXISTING TO REMAIN
TO BE REMOVED
FIRE SPRINKLER (RE-CONFIGURE AS
REQUIRED TO ACCOMMODATE NEW WORK)
S (E) SMOKE DETECTOR TO REMAIN
(E) GYP. BD. CEILING / SOFFIT TO BE REMOVED
(E) GYP. BD. CEILING / SOFFIT TO REMAIN
(E) ELECTRICAL OUTLETS TO BE REMOVED
PREP SINK TO BE REPLACED (SEE PROPOSED PLAN FOR LOCATION)
PATCH & REPAIR WALL FINISHES TO MATCH EXISTING
COUNTER TO BE REMOVED (PATCH & REPAIR WALL FINISHES TO MATCH EXISTING)
HOUSEKEEPING PAD TO BE REMOVED - PATCH & REPAIR SLAB AS REQUIRED (SEE DETAIL 5/-)
INSTALL QUARRY TILE FLOORING TO MATCH EXISTING FLUSH WITH EXISTING QUARRY TILE
WALL HUNG CABINET TO BE REMOVED
THREE COMPARTMENT SINK & FAUCET TO BE REPLACED (SEE PROPOSED PLAN FOR LOCATION)
PATCH & REPAIR WALL FINISHES TO MATCH EXISTING
MOP SINK & FAUCET TO BE REPLACED
PATCH & REPAIR WALL & FLOOR FINISHES TO MATCH EXISTING
FLOOR SINK TO REMAIN
MENU BOARD SURROUND TO BE REMOVED
KITCHEN EQUIPMENT & DUCTWORK TO BE REMOVED (TERMINATE ABOVE CEILING)
PATCH & REPAIR WALL, FLOOR & CEILING FINISHES TO MATCH EXISTING
PROVIDE OPENING IN EXISTING GYP. BD. CEILING TO ACCOMMODATE NEW MECHANICAL
REGISTER (SEE MECHANICAL DRAWINGS) - PATCH & REPAIR & PAINT CEILING
22.43
12.36
11.80
6.08
22.41
22.44
22.19
FLOOR DRAIN TO REMAIN22.18
6.09
11.40
9.29B
INTERIOR PARTITION TO BE REMOVED - PATCH & REPAIR SLAB AS REQUIRED (SEE DETAIL 5/-)
PATCH & REPAIR FLOOR & WALL FINISHES TO MATCH EXISTING50.11
LOW WALL (BELOW COUNTER) TO BE REMOVED
(PATCH & REPAIR FLOOR FINISHES TO MATCH EXISTING)50.12
REMOVE ANSUL CONTROL BUTTONS (PATCH & REPAIR WALL FINISHES TO MATCH EXISTING)21.09
REMOVE FLOOR SINK (CAP PIPE & FILL HOLE WITH CONCRETE FLUSH WITH EXISTING SLAB)
INSTALL QUARRY FLOOR TILE TO MATCH EXISTING AT REMOVED FLOOR SINK22.19B
MODIFY EXISTING SUSPENDED GYP. BD. CEILING TILE TO ACCOMMODATE NEW
MECHANICAL REGISTER (SEE MECHANICAL DRAWINGS)9.21
GYP. BD. SOFFIT TO BE REMOVED (TERMINATE HVAC DUCT ABOVE NEW CEILING)9.29
T
SERVICE
COUNTER
KITCHEN
KITCHEN
SUPPORT
FE
J
J
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
FE
6'-
8
"
CE
N
T
E
R
L
I
N
E
O
F
S
I
N
K
3'-
6
"
CE
N
T
E
R
L
I
N
E
O
F
S
I
N
K
2'-
8
"
1'
-
7
"
CE
N
T
E
R
L
I
N
E
OF
E
Q
U
I
P
M
E
N
T
2'
-
4
"
CE
N
T
E
R
L
I
N
E
OF
E
Q
U
I
P
M
E
N
T
2'-
2
"
CE
N
T
E
R
L
I
N
E
OF
E
Q
U
I
P
M
E
N
T
11'-1"
MILLWORK (VERIFY DIMENSIONS IN FIELD WITH S.S. TABLE BEHIND)4"
1'-
1
0
"
CE
N
T
E
R
L
I
N
E
OF
E
Q
U
I
P
M
E
N
T
5'-
2
"
CE
N
T
E
R
L
I
N
E
O
F
E
Q
U
I
P
M
E
N
T
22.42
2'-
0
"
MI
L
L
W
O
R
K
11.40
11.40
11.40
11.40
11.40
11.40
22.41
22.43
22.44
11.406.22
5.72
11.40
11.40
11.40
11.40
11.40
11.40
11.40
11.40
11.40
4'
-
1
"
CE
N
T
E
R
L
I
N
E
O
F
E
Q
U
I
P
M
E
N
T
3'
-
8
"
CL
E
A
R
17'-10"
MILLWORK
1
1A
12
3
3
4
5 6
7
9
10
11
2
13
14
15
16
17
18
19
20
21
22
2'-0" MIN.
CLEAR
4'-5" MILLWORK 13'-10" PREFABRICATED SERVICE COUNTER
3'
-
4
"
SE
R
V
I
C
E
C
O
U
N
T
E
R
23.38
23
24
25 26
27 2727
27
8.05
S
S
S
GYP. BD.
+14'-9"
GYP. BD.
+11'-9"
GYP. BD.
+12'-7"
9.29
ALIGN
9.29
6'-0"
INSIDE FACE OF SOFFIT (COORDINATE WITH HOOD)
5'
-
1
"
CE
N
T
E
R
L
I
N
E
O
F
F
L
U
E
9'-
6
"
CE
N
T
E
R
L
I
N
E
O
F
F
L
U
E
11 1/2"
11 1/2"
23.38
28
AL
L
D
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
A101
SCALE:16
PROPOSED FLOOR PLAN
1/2" = 1'-0"
FLOOR PLAN GENERAL NOTES
1.CONTRACTOR SHALL VERIFY THAT ALL EXISTING DOOR FORCES (OPENING & CLOSING) MEET THE
CURRENT BUILDING CODE REQUIREMENTS
2.ALL DOORS SHALL BE SELF CLOSING
NORTH
PROPOSED KEY NOTES
SCALE:26
PROPOSED REFLECTED CEILING PLAN
1/2" = 1'-0"
NORTH
SCALE: 1/2"=1'-0"
0'2'1'4'
SCALE: 1/2"=1'-0"
0'2'1'4'
PROPOSED FLOOR PLAN &
REFLECTED CEILING PLAN
#DESCRIPTION DETAIL
1.FOR PLAN SYMBOL LEGEND AND ADDITIONAL NOTES & ABBREVIATIONS SEE SHEET G201.
2.PROVIDE SEISMIC BRACING, AS REQUIRED BY CODE AND INDICATED ON DRAWINGS, FOR ALL CEILING
FINISHES, PLUMBING, FIRE SPRINKLER, MECHANICAL AND ELECTRICAL SYSTEMS.
3.EXIT SIGNS, WHERE NOTED, SHALL BE WORDED "EXIT" IN LETTERS SIX INCHES (6") HIGH. EXIT SIGNS
SHALL BE ILLUMINATED AT ALL TIMES AND PROVIDED WITH AN EMERGENCY ELECTRICAL SYSTEM FROM
STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR SET TO INSURE CONTINUED
ILLUMINATION FOR AT LEAST 90 MINUTES IN CASE OF PRIMARY POWER LOSS.
4.INTERNALLY ILLUMINATED EXIT SIGNS - ELECTRICALLY POWERED, SELF-LUMINOUS AND
PHOTOLUMINESCENT EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND (CBC) CHAPTER
27. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
5.ADDITIONAL DIRECTIONAL EXIT SIGNAGE MAY BE REQUIRED BY THE GOVERNING AGENCY HAVING
JURISDICTION OVER THE PROJECT AT THE TIME OF FINAL INSPECTION.
RCP GENERAL NOTES
5
A401
10
A401
12
A401
17
A401
22
A401
23
A401
24
A401
25
A401
11
A401
25
A401
11
A401
DEMOLITION LEGEND
EXISTING WALL TO REMAIN
FIRE SPRINKLER (RE-CONFIGURE AS
REQUIRED TO ACCOMMODATE NEW WORK)
(N) MECHANICAL REGISTER
(N) LIGHT FIXTURE
(E) SUSPENDED GYP. BD. CEILING & GRID BY USG TO
REMAIN (UL TYPE FC-CB, CLASS A, FLAME SPREAD RATING:
25 OR LESS & SMOKE DEVELOPMENT RATING: 50 OR LESS)
(E) MECHANICAL GRILLE TO REMAIN
(E) LIGHT FIXTURE TO REMAIN
(E) ILLUMINATED EXIT SIGN TO REMAIN
(E) CEILING ACCESS PANEL TO REMAIN
EXISTING TO REMAIN
PROPOSED
S (E) SMOKE DETECTOR TO REMAIN
(N) GYP. BD. CEILING / SOFFIT
SEE SHEET A515 FOR SUSPENDED
GYP. BD. CEILING DETAILS
(E) GYP. BD. CEILING / SOFFIT TO REMAIN
(N) ELECTRICAL OUTLETS (SEE ELECTRICAL DRAWINGS)
22.42 HAND SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
PREP SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
THREE COMPARTMENT SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
MOP SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
KITCHEN EQUIPMENT (SEE KITCHEN CONSULTANT DRAWINGS)
GYP. BD. CEILING TO MATCH EXISTING
22.43
22.41
22.44
11.40
9.29 21 / A515
15 & 16 / ID101
26" X 20" STAINLESS STEEL WALL MOUNTED SPLASH GUARD (GSW MODEL# SP-S)5.72
COUNTER (SEE INTERIOR ELEVATIONS)6.22
26
A401
#DESCRIPTION MFR.
TRUEREFRIGERATED DRAWERS (FOUR DRAWER) - 5" CASTORS1
MODEL #
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
TUC-67D-4-HC
AMERICAN RANGESTOCK POT RANGE ARSP-18
AMERICAN RANGEFRYERAF-50HE
GSWSTAINLESS STEEL WORK TABLE WT-EB3084
HOSHIZAKIICE MACHINE KM-350/520/660M_J(Z)
HOSHIZAKIICE STORAGE BIN B-300SF
CRATHCODOUBLE BOWL BUBBLER D25-4
-NOT USED -
WARINGHEAVY DUTY ONE GALLON FOOD BLENDER CB15
TRUEREACH-IN REFRIGERATOR (SINGLE DOOR)T-19G-HC-FGD01
TRUEREACH-IN REFRIGERATOR (DOUBLE DOOR)T-49G-HC-FGD01
RINNAICOMMERCIAL GAS RICE COOKER RER-55ASN
GSWSTAINLESS STEEL RICE COOKER STAND ES-RC3024
GSWSTAINLESS STEEL HAND SINK HS-1615W
GSWSTAINLESS STEEL PREP SINK WITH DRAIN BOARD SE18181L
GSWS.S. THREE COMPARTMENT SINK WITH TWO DRAIN BOARDS SH20243D
GSWS.S. FLOOR MOUNTED MOP SINK SE2424FM
CORNELIUSSODA DISPENSER (POST MIX, DROP-IN)2323
GENERAL70" THREE HOLE RANGE CHINESE WOK - MED
GENERAL42" CHINESE RANGE CHINESE WOK - SM
GENERALS.S. SERVICE COUNTER (19 ROUND PANS)-
GSWS.S. SPLASH GUARD (WALL MOUNTED)SP-S2420
TRUEREFRIGERATED DRAWERS (TWO DRAWERS) - 5" CASTORS1A TUC-27D-2-HC
EQUIPMENT LIST
EQUIPMENT
FOODSERVICE
ACCESSORIES
THREE COMPARTMENT SINK FAUCET
ONE FAUCET SERVES ALL THREE SINKS (SEE CUT SHEET)23
25
26
27
28
5PR-8W12
STAINLESS STEEL MOP HANGER K-242
STAINLESS STEEL UTILITY SHELF K-246
METROWIRE SHELVING ANCHORED TO WALL (SEE NOTE BELOW)SUPER ERECTA
CURTRONAIR CURTAIN 36" AIR-PRO
ADVANCE
TABCOMOP SINK FAUCET24 K-240
ADVANCE
TABCO
ADVANCE
TABCO
NOTES:
1) ALL EQUIPMENT SHALL BE ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 4" MASONRY CONTINUOUS COVED BASE
2) ANCHOR THE TOP SHELF OF EACH FOOD STORAGE WIRE RACK TO WALL STUDS USING FLEXIBLE STRAPS
3) ALL DOORS SHALL BE PROVIDED WITH CLOSERS (SELF CLOSING)
ROOM NAME
KITCHEN 101
FLOOR
WALLS CEILING
MT'L.HT.
DOOR
11'-9"
TRIMEXTERIORINTERIOR
ROOM FINISH SCHEDULE
GYP.
BD.
KITCHEN SUPPORT 102 12'-7"GYP.
BD.
SERVICE COUNTER 100 QT 14'-9"-GYP.
BD.
ABBREVIATIONS
CT CERAMIC TILE PT PAINT
QT QUARRY TILE
1. G.C. SHALL SUBMIT THE 3 SAMPLES OF ALL FINISHES
TO ARCHITECT FOR APPROVAL.
2.SUBMITTALS MUST BE APPROVED BEFORE PLACING
ORDERS WHERE MATERIALS ARE NOT RETURNABLE.
3.G.C. TO NOTIFY ARCHITECT OF ITEMS W/ LONG LEAD
TIMES.
4.NO FINISH SUBSTITUTIONS MAY BE MADE W/O PRIOR
WRITTEN AUTHORIZATION BY ARCHITECT.
5.ALL FINISHES SHALL BE APPLIED IN STRICT
ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS.
6.APPLICATION OF INTERIOR FINISHES SHALL BE IN
ACCORDANCE W/ WITH THE LATEST ADDITION OF THE
CALIFORNIA BUILDING CODE AND CALIFORNIA GREEN
BUILDING CODE (SEE TITLE SHEET AND CAL GREEN
SHEETS).
7.THE MAXIMUM FLAME SPREAD CLASSIFICATION OF
FINISH MATERIALS USED FOR INTERIOR FINISHES
SHALL NOT EXCEED THAT SET FORTH IN THE LATEST
ADDITION OF THE CALIFORNIA BUILDING CODE (SEE
TITLE SHEET AND FINISH SCHEDULE).
8.THE SMOKE DENSITY OF MATERIALS OF FINISH
MATERIALS USED FOR INTERIOR FINISHES SHALL NOT
EXCEED THAT SET FORTH IN THE LATEST ADDITION OF
THE CALIFORNIA BUILDING CODE (SEE TITLE SHEET
AND FINISH SCHEDULE).
9.VERIFICATION OF COMPLIANCE WITH CALIFORNIA
GREEN CODE REQUIREMENTS SHALL BE PROVIDED AS
REQUESTED BY THE ENFORCING AGENCY.
DOCUMENTATION SHALL BE PREPARED AND
SUBMITTED BY THE CONTRACTOR.
10.ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,
TRUE AND FREE OF IRREGULARITIES. DO NOT
PROCEED WITH WORK UNTIL UNSATISFACTORY
CONDITIONS HAVE BEEN CORRECTED. BEGINNING
WORK IMPLIES ACCEPTANCE OF CONDITION.
11.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY.
WHEN THE WORK IS COMPLETE, IT SHALL BE FREE
FROM BUCKLES, BUBBLES, OPEN JOINTS, OR
IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE
ALIGNMENT ALONG BOTH COORDINATES.
12.GENERAL CONTRACTOR TO PROVIDE TEMPORARY
PROTECTION FOR ALL INSTALLED FINISHES AS WORK
PROGRESSES.
13.GYPSUM BOARD WALLS SHALL BE LEVEL 4 FINISH
U.N.O
14.GYPSUM BOARD CEILINGS SHALL BE LEVEL 5 FINISH
U.N.O.
15.PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN
AREAS SUBJECT TO MOISTURE (IE: TOILETS,
KITCHEN'S).
16.TYPE AND INSTALLATION REQUIREMENTS OF
SUBSTRATE FOR SPECIFIED FINISH(ES) SHALL BE
FURNISHED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND INDUSTRY STANDARDS.
17.ALL PAINT SHALL BE APPLIED IN ACCORDANCE W/ THE
MANUFACTURER'S SPECIFICATION FOR THAT
PARTICULAR SURFACE.
18.ALL WALLS SHALL RECEIVE ONE (1) PRIMER COAT &
TWO (2) TOP COATS OF PAINT MINIMUM, U.N.O.
PAINT FINISH SHALL HAVE CONSISTENT COVERAGE,
FREE OF ROLLER OR BRUSH MARKS.
19.PAINT FINISH ON SURFACES INCLUDING: DOOR
FRAMES, HANDRAILS, ELEVATOR DOORS, ETC. SHALL
BE PAINTED SEMI-GLOSS, U.N.O.
20.ALL METAL ACCESS DOORS SHALL BE PAINTED TO
MATCH ADJACENT WALL OR CEILING FINISH. ANY
GRAPHICS ON DOORS SHALL BE REMOVED AND
REAPPLIED AFTER PAINTING.
21.WALL COVERING SUB-CONTRACTOR TO SUBMIT
SEAMING MOCK-UP SAMPLES ON GYP. BOARD OF ALL
SPECIFIED WALL COVERINGS FOR APPLICATION PRIOR
TO PLACEMENT OF ORDER.
22.FLOORING SHALL MEET ALL CURRENT NON-SLIP
STANDARDS & REQUIREMENTS (WET & DRY
CONDITION) SPECIFIED BY APPLICABLE CODES &/OR
AUTHORITIES HAVING JURISDICTION OVER THE
PROJECT. CONTRACTOR SHALL PROVIDE NON-SLIP
COATINGS AS NECESSARY TO MEET THESE
REQUIREMENTS.
23.FLOORING SUB-CONTRACTORS TO SUBMIT SEAMING &
INSTALLATION DIAGRAM W/ SUBMITTAL PACKAGE.
24.CONTRACTOR TO FIELD VERIFY EXISTING CONDITION
OF FLOORS RECEIVING NEW FINISH. CONTRACTOR
SHALL INCLUDE ALL REQUIRED FLOOR PREPARATION
IN BID. PROVIDE PRICE TO FLOAT FLOOR WHERE
NECESSARY TO ACHIEVE TOLERANCE OF 1/4" MAX. IN
10'-0'' SPAN.
25.ALL CERAMIC & VINYL COMPOSITION TILES TO BE
INSTALLED W/ FULL TILE FROM TRANSITION AT DOOR &
FULL TILE FROM WALL PERPENDICULAR TO DOOR,
U.N.O.
26.G.C. TO COORDINATE THE INSTALLATION OF WALL
BASE W/ ANY MILLWORK.
27.CERAMIC, PORCELAIN, AND OR QUARRY TILE GENERAL
NOTES:
A. ALL FLOORS IN WET AREAS (IE: KITCHEN AND
TOILET ROOMS) SCHEDULED TO RECEIVED TILE,
SHALL BE WATERPROOFED TO 6" A.F.F
WITH REDGARD WATERPROOFING AND CRACK
PREVENTION MEMBRANE OR APPROVED EQUAL
PRIOR TO APPLICATION OF TILE.
B. PROVIDE SOFT JOINT ON THE INTERIOR AT A
MAXIMUM OF 25' IN EACH DIRECTION EXCEPT
WHERE EXPOSED TO DIRECT SUNLIGHT
(HEAT) OR MOISTURE A MAXIMUM OF 12' IN EACH
DIRECTION. PERIMETER JOINTS AND MOVEMENT
JOINTS ARE REQUIRED WHERE TILE WORK ABUTS
RESTRAINING SURFACES SUCH AS PERIMETER
WALLS, DISSIMILAR FLOOR FINISHES, CURBS,
COLUMNS, PIPES, CEILINGS, AND WHERE CHANGES
OCCUR IN BACKING MATERIALS, BUT NOT AT DRAIN
STRAINERS. CHANGES OF PLANE, INTERIOR
MOVEMENT JOINTS REQUIRED AT ALL INSIDE AND
OUTSIDE CORNERS.
C. ALL EXPANSION, COLD, ISOLATION CONTRACTION
AND SEISMIC JOINTS IN THE STRUCTURE SHOULD
CONTINUE THROUGH THE TILE WORK, INCLUDING
SUCH JOINTS AT VERTICAL SURFACES.
D. TILE GROUT SHALL BE SEALED W/ AQUAMIX
"SEALER'S CHOICE" OR APPROVED EQUAL.
28.AFTER CLEANING, THE CONTRACTOR SHALL PROVIDE
TWO (2) APPLICATIONS OF AN APPROVED NON-SLIP
WAX TO RESILIENT TILE FLOOR, WHICH SHALL BE
THOROUGHLY MACHINE-BUFFED & LEFT IN CONDITION
ENTIRELY ACCEPTABLE TO ARCHITECT.
31. CONTRACTOR SHALL PATCH & REPAIR ANY EXISTING
OR NEW FINISHES TO MATCH EXISTING OR NEW
FINISHES THAT ARE COMPROMISED BY THE NEW
WORK
QT
QT
27
A401
CT & PAINTED GYP. BD.
CT & FRP PANELS
OVER GYP. BD.
-
CT & FRP PANELS
OVER GYP. BD.
CT & FRP OVER
GYP. BD.
CT & FRP OVER
GYP. BD.PT
-
GYP. BD.GYPSUM BOARD
SS SOLID SURFACE
FINISH NOTES
FRP FIBER REINFORCED POLYMER
SEE INTERIOR ELEVATIONS ON SHEET A401 FOR ADDITIONAL FINISH INFORMATION
FLOORING INCLUDES 4" TALL (MINIMUM) 3/8" COVED QUARRY TILE BASE
FINISH SCHEDULE NOTES
KITCHEN HOOD UTILITY CABINET (ATTACH TO WALL WITH 5/16" x 1-1/2" SELF TAPPING
SCREWS EQUALLY SPACED (TOP & BOTTOM) TO METAL STUDS (MIN. OF 3 STUDS)23.38
20
A515
20
A515
20
A515
PROVIDE DOOR CLOSER AS REQUIRED (DOOR SHALL BE SELF CLOSING)8.05
SUITE FC2 BELOW INDICATED BY SOLID HATCH
(E) ROOF TOP ENCLOSURE WALL
(E) HVAC UNIT (N.I.C.)
(E) HVAC UNIT (N.I.C.)
D23.20
HVAC UNIT
23.35
23.35
23.20B
MAKE-UP AIR UNIT
22.10
70.01
7.72
7.72C
7.72B
7.72B
7.53
7.53
22.10B
SUITE FC2 BELOW INDICATED BY SOLID HATCH
(E) ROOF TOP ENCLOSURE WALL
(E) HVAC UNIT (N.I.C.)
(E) HVAC UNIT (N.I.C.)
22.10
70.01
7.72
7.53
7.53
7.72C
22.10B 23.20C
4"
MECHANICAL EQUIPMENT
(SEE MECHANICAL DRAWINGS)
TOP OF CURB
TO REMAIN LEVEL
(E) ROOF SHEATHING
22 GA GALV. SHEET
METAL FLASHING
(N) LEVELING CURB- RIPPED AS
REQUIRED FOR ROOF SLOPE
(SEE DETAIL 30B)
1/2" PLYWOOD
MECHANICAL FASTENER W/
1/4" RUBBER GASKET / SEAL
40 MIL SELF-ADHERING
MEMBRANE
"CLASS A" SINGLE
PLY ROOFING O/
RECOVERY BOARD
NEW BEAM
(SEE DETAIL 30B)
BASE FLASHING
MEMBRANE
A ARCHITECTURAL DETAIL B STRUCTURAL DETAIL
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
A102
ROOF PLAN
SCALE: 1/4"=1'-0"
0'8'2'4'
7.72
7.72B
23.35
22.10
23.20
7.53
70.01
(E) CURBED ROOF OPENING FOR HVAC UNITS TO REMAIN
MODIFY (E) CURBED ROOF OPENING AS REQUIRED TO INSTALL NEW EXHAUST
FAN
(E) EXHAUST FAN TO TO BE REPLACED (SEE MECHANICAL DRAWINGS)
(E) PIPE PENETRATION THRU ROOF TO REMAIN (SEE PLUMBING DRAWINGS)
(E) MECHANICAL UNIT TO REMAIN (MECHANICAL DRAWINGS)
CLASS 'A' SINGLE PLY ROOF TO REMAIN (PROTECT IN PLACE)
LINE OF WALL OR STRUCTURE BELOW (SEE FLOOR PLAN & RCP)
ROOF PLAN GENERAL NOTES
#DESCRIPTION DETAIL
ROOF PLAN KEY NOTES
A. ALL ROOF ELEVATIONS ARE REFERENCED FROM TOP OF FLOOR SLAB (FIN. FLR. ELEV. OF 0'-0") OR FROM
DATUM LINE (0'-0") WHERE OCCURS, SEE BUILDING ELEVATIONS & SECTIONS TO LOCATE DATUM LINE
B. ALL ROOF WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE ROOFING MANUFACTURER'S
RECOMMENDATIONS AND APPROVED DETAILS
C.THE CONTRACTOR SHALL VERIFY THAT ALL AREAS TO RECEIVE BUILT-UP ROOFING OR SINGLE PLY
ROOFING MEMBRANE ARE PROVIDED WITH POSITIVE DRAINAGE AT 1/4" PER FOOT MINIMUM PRIOR TO
ROOFING
D.THE CONTRACTOR SHALL VERIFY THAT ALL AREAS TO RECEIVE FIBERGLASS SHINGLES ARE PROVIDED
WITH POSITIVE DRAINAGE PRIOR TO ROOFING (PROVIDE MINIMUM 4:12 PITCH)
E. VERIFY SIZES AND LOCATIONS OF ALL OPENINGS, PLATFORMS, ETC., WITH RESPECTIVE CONTRACTORS
F. ALL CRICKETS / FLASHING SHALL SLOPE A MINIMUM OF 1/2" PER FOOT
G. PROVIDE CRICKETS / FLASHING AROUND ALL CURBED ROOF OPENINGS
H.BROADCAST FREE GRANULES INTO EXCESSIVE ASPHALT AND AT SIDE & END LAPS OF THE CAP SHEET
I. ALL ROOF DIMENSIONS ARE MEASURED TO THE FACE OF SHEATHING, U.N.O.
J. BUILT-UP ROOFING: ON CRICKETS STEEPER THAN 1" PER 1'-0" AND ON VERTICAL SURFACES, USE CLASS
'A' MODIFIED BITUMEN MINERAL-SURFACED ROOFING SYSTEM (AS REQUIRED, TYPICAL)
K.ALL MECHANICAL, PLUMBING AND ELECTRICAL TO RECEIVE PILLOW BLOCKS AS REQUIRED (MAX. 4'-0"
APART)
L.GENERAL CONTRACTOR TO PROVIDE ROOF JACKS AT ALL EXPOSED ROOF PENETRATIONS
M. PROVIDE FLEXIBLE PENETRATIONS AS REQUIRED
(VERIFY COLOR WITH ARCHITECT PRIOR TO PROCEEDING)
N. PAINT ALL EXPOSED IRON AND GALVANIZED IRON PIPES, CONDUIT, ETC.
(VERIFY COLOR WITH ARCHITECT PRIOR TO PROCEEDING)
O. ALL ROOF MOUNTED EQUIPMENT (IE HOODS, VENTILATORS, ETC.) SHALL BE PAINTED WITH TWO (2)
COATS OF EXTERIOR SEMI-GLOSS PAINT (VERIFY COLOR WITH ARCHITECT PRIOR TO PROCEEDING)
23.20B (E) MECHANICAL UNIT TO BE REPLACED (MECHANICAL DRAWINGS)
SCALE:16
DEMOLITION ROOF PLAN
1/4" = 1'-0"
NORTH
SCALE:26
PROPOSED ROOF PLAN
1/4" = 1'-0"
NORTH
SCALE: 1/4"=1'-0"
0'8'2'4'
7.72C MODIFY (E) CURBED ROOF OPENING FOR NEW HVAC EQUIPMENT 30 / -
SCALE:30
ROOFTOP HOUSE KEEPING PAD
3"=1'-0"
22.10B (E) ROOF VENT TO BE MODIFIED TO ACCOMMODATE CLEARANCE
(SEE MECHANICAL DRAWINGS)
23.20C PROVIDE PRE-FABRICATED CURB WITH NEW HVAC UNIT (FILTER SECTIONS)
(MODIFY EXISTING CURBED OPENING TO ACCOMMODATE BLOWER SECTION)
7'
-
0
"
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.
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D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
9'
-
0
"
SO
F
F
I
T
H
E
I
G
H
T
2
OUTLINE OF HOOD EXISTING FRP WALL
PANELS TO REMAIN
EXISTING CERAMIC WALL
TILE TO REMAIN
EXISTING QUARRY TILE
BASE TO REMAIN
EXISTING DOOR TO
REMAIN (PAINT)
KITCHEN HOOD UTILITY
CABINET
12
'
-
7
"
SU
S
P
E
N
D
E
D
G
Y
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
14
'
-
9
"
GY
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
2'
-
9
1
/
2
"
SE
R
V
I
C
E
CO
U
N
T
E
R
2'-
7
1
/
2
"
LO
W
W
A
L
L
14 15 4 9 17
22
7 21EXISTING
WALL TILE
TO REMAIN
QUARRY TILE
BASE TO MATCH
EXISTING
EXISTING FRP WALL
PANELS TO REMAIN
EXISTING
WALL TILE
TO REMAIN
PAINT EXISTING
GYP. BD. WALL
2'
-
9
1
/
2
"
SI
N
K
&
CO
U
N
T
E
R
H
E
I
G
H
T
14
'
-
9
"
GY
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
7'-
0
"
B.
O
.
S
U
S
P
E
N
D
E
D
W
A
L
L
20 7
13
A510
EXISTING CERAMIC
WALL TILE (BEYOND)
TO REMAIN
QUARRY TILE BASE TO
MATCH EXISTING
EXISTING WALL
TILE TO REMAIN
(PATCH & REPAIR)
SEE DETAIL 27
ON THIS SHEET
FOR FINISH
EXISTING QUARRY
TILE BASE (BEYOND)
TO REMAIN
STAINLESS STEEL KITCHEN HOOD SIDE
PANEL (SEE MECHANICAL DRAWINGS)
STAINLESS STEEL BACKSPLASH (BEYOND)
SEE DETAIL 21 ON SHEET A510 & KITCHEN HOOD
ACCESSORY DETAILS IN MECHANICAL DRAWINGS
11
'
-
9
"
SU
S
P
E
N
D
E
D
G
Y
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
12
'
-
7
"
SU
S
P
E
N
D
E
D
G
Y
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
16 5
6
(E) WATER HEATER
EXISTING WALL
TILE TO REMAIN
EXISTING
QUARRY TILE
BASE TO
REMAIN
EXISTING FRP WALL
PANELS TO REMAIN
2'
-
7
1
/
2
"
P.
O
.
S
.
CO
U
N
T
E
R
HE
I
G
H
T
14
'
-
9
"
GY
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
11
'
-
9
"
SU
S
P
E
N
D
E
D
G
Y
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
9'
-
0
"
SO
F
F
I
T
7'
-
0
"
B.
O
.
H
O
O
D
&
T.
O
.
B
A
C
K
S
P
L
A
S
H
14
'
-
9
"
B.
O
.
S
T
R
U
C
T
U
R
E
2'
-
3
"
M
I
N
.
CL
E
A
R
CARRY S.S. BACKSPLASH TO
CEILING FOR THIS END PANEL
18 20 19 3 3 13
12
2EXISTING WALL
TILE TO REMAIN
EXISTING QUARRY
TILE BASE TO REMAIN
PAINT EXISTING
GYP. BD. WALL
STAINLESS STEEL BACKSPLASH (SEE
KITCHEN HOOD ACCESSORY DETAILS IN
MECHANICAL DRAWINGS)
KITCHEN HOOD FRP PANELS TO MATCH EXISTING
OVER GYP. BD. SOFFIT
11
'
-
9
"
SU
S
P
E
N
D
E
D
G
Y
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
7'-
0
"
B.
O
.
H
O
O
D
H
E
I
G
H
T
9'-
0
"
SO
F
F
I
T
&
P
E
R
F
.
P
A
N
E
L
H
E
I
G
H
T
±1
4
'
-
9
"
B.
O
.
C
O
N
C
R
E
T
E
S
T
R
U
C
T
U
R
E
±5
'
-
3
"
V.
I
.
F
.
6"
EXHAUST HOOD
14 15
(E) ELECTRICAL PANEL
11 1312
EXISTING FRP WALL
PANELS TO REMAIN
EXISTING
WALL TILE
TO REMAIN
QUARRY TILE
BASE TO MATCH
EXISTING
FRP WALL PANELS TO
MATCH EXISTING AT
SUSPENDED WALL
12
'
-
7
"
SU
S
P
E
N
D
E
D
G
Y
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
6'
-
8
"
B.
O
.
W
A
T
E
R
H
E
A
T
E
R
4
22
16
(E) WATER HEATEREXISTING FRP WALL
PANELS TO REMAIN
EXISTING
WALL TILE
TO REMAIN
QUARRY TILE
BASE TO MATCH
EXISTING
14
'
-
9
"
GY
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
2'-
9
1
/
2
"
SE
R
V
I
C
E
CO
U
N
T
E
R
HE
I
G
H
T
2'
-
7
1
/
2
"
P.
O
.
S
.
CO
U
N
T
E
R
HE
I
G
H
T
21 18
13
A510
11
A510
EXISTING WALL
TILE TO REMAIN
QUARRY TILE
BASE TO MATCH
EXISTING
GYP. BD.
(PAINTED)
11
'
-
9
"
SU
S
P
E
N
D
E
D
G
Y
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
14
'
-
9
"
GY
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
2'-
9
1
/
2
"
SE
R
V
I
C
E
CO
U
N
T
E
R
2'
-
7
1
/
2
"
LO
W
W
A
L
L
1'-6"
MIN.
11 10 1A 1 7 21
EXISTING WALL
TILE TO REMAIN
EXISTING QUARRY
TILE BASE TO REMAIN
EXISTING FRP WALL
PANELS TO REMAIN
14
'
-
9
"
GY
P
.
B
D
.
C
E
I
L
I
N
G
H
E
I
G
H
T
2'-
7
1
/
2
"
CO
U
N
T
E
R
&
LO
W
W
A
L
L
2'-
9
1
/
2
"
SE
R
V
I
C
E
CO
U
N
T
E
R
18 21
WOOD WALL PANELSTILE BASE TO
MATCH COUNTER
METAL EDGE
TRIM
SOLID SURFACE
COUNTERTOP OVERHANG
1. PREFERRED VERTICAL CLEARANCE BETWEEN UPPER AND LOWER CASEWORK IS 24". IN NO
CASE SHOULD THE VERTICAL CLEARANCE BE LESS THAN 18".
2. PROVIDE A 2" VALANCE TO SHIELD TASK LIGHTING MOUNTED ON THE UNDERSIDE OF THE
UPPER CABINETS. ENSURE THAT THE FIXTURE IS PROPERLY INTEGRATED INTO THE DESIGN OF
THE UPPER CASEWORK.
3. PROVIDE EDGE PROTECTION, SUCH AS METAL EDGES FOR CASEWORK THAT IS LOCATED IN
AN AREA WITH WHEELED TRAFFIC FOR DAMAGE PREVENTION. EDGE PROTECTION SHOULD BE
INTEGRATED IN THE CASEWORK DESIGN.
4. USE 4" HIGH TOE SPACE ON ALL BASE CABINETS
5. CONTRACTOR TO PROVIDE WATER LINES TO REFRIGERATOR, COFFEE MAKER AND WATER
DISPENSER AS DIRECTED BY ANTHEM PROJECT MANAGER. SHUT-OFF VALVES SHALL BE
LOCATED UNDER THE SINK AND LABELED.
INTERIOR ELEVATION GENERAL NOTES
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:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
A401
INTERIOR ELEVATIONS
SCALE:5 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:10 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:11 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:12 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:17 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:22 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:23 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:24 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE:25 INTERIOR ELEVATION
1/4" = 1'-0"
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE:26 INTERIOR ELEVATION
1/4" = 1'-0"
#DESCRIPTION MFR.
TRUEREFRIGERATED DRAWERS (FOUR DRAWER) - 5" CASTORS1
MODEL #
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
TUC-67D-4-HC
AMERICAN RANGESTOCK POT RANGE ARSP-18
AMERICAN RANGEFRYERAF-50HE
GSWSTAINLESS STEEL WORK TABLE WT-EB3084
HOSHIZAKIICE MACHINE KM-350/520/660M_J(Z)
HOSHIZAKIICE STORAGE BIN B-300SF
CRATHCODOUBLE BOWL BUBBLER D25-4
-NOT USED -
WARINGHEAVY DUTY ONE GALLON FOOD BLENDER CB15
TRUEREACH-IN REFRIGERATOR (SINGLE DOOR)T-19G-HC-FGD01
TRUEREACH-IN REFRIGERATOR (DOUBLE DOOR)T-49G-HC-FGD01
RINNAICOMMERCIAL GAS RICE COOKER RER-55ASN
GSWSTAINLESS STEEL RICE COOKER STAND ES-RC3024
GSWSTAINLESS STEEL HAND SINK HS-1615W
GSWSTAINLESS STEEL PREP SINK WITH DRAIN BOARD SE18181L
GSWS.S. THREE COMPARTMENT SINK WITH TWO DRAIN BOARDS SH20243D
GSWS.S. FLOOR MOUNTED MOP SINK SE2424FM
CORNELIUSSODA DISPENSER (POST MIX, DROP-IN)2323
GENERAL70" THREE HOLE RANGE CHINESE WOK - MED
GENERAL42" CHINESE RANGE CHINESE WOK - SM
GENERALS.S. SERVICE COUNTER (19 ROUND PANS)-
GSWS.S. SPLASH GUARD (WALL MOUNTED)SP-S2420
TRUEREFRIGERATED DRAWERS (TWO DRAWERS) - 5" CASTORS1A TUC-27D-2-HC
EQUIPMENT LIST
EQUIPMENT
FOODSERVICE
ACCESSORIES
THREE COMPARTMENT SINK FAUCET
ONE FAUCET SERVES ALL THREE SINKS (SEE CUT SHEET)23
25
26
27
28
5PR-8W12
STAINLESS STEEL MOP HANGER K-242
STAINLESS STEEL UTILITY SHELF K-246
METROWIRE SHELVING ANCHORED TO WALL (SEE NOTE BELOW)SUPER ERECTA
CURTRONAIR CURTAIN 36" AIR-PRO
ADVANCE
TABCOMOP SINK FAUCET24 K-240
ADVANCE
TABCO
ADVANCE
TABCO
NOTES:
1) ALL EQUIPMENT SHALL BE ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 4" MASONRY CONTINUOUS COVED BASE
2) ANCHOR THE TOP SHELF OF EACH FOOD STORAGE WIRE RACK TO WALL STUDS USING FLEXIBLE STRAPS
3) ALL DOORS SHALL BE PROVIDED WITH CLOSERS (SELF CLOSING)
SCALE: 1/4"=1'-0"
0'8'2'4'
SCALE:27 FRONT COUNTER ELEVATION
NONE
SCALE: 1/4"=1'-0"
0'8'2'4'
INTERIOR METAL STUD SCHEDULE
SCALE:1 INTERIOR METAL STUD SCHEDULE
NONE
BETWEEN SUPPORTS
HEIGHT
(3) #10 EACH
END
1 5/8" x 6" x 18 GA.
1 3/8" x 6" x 18 GA.
1 3/8" x 4" x 20 GA.
1 1/4" x 3 5/8" x 20 GA.
1 1/4" x 3 5/8" x 20 GA.6' OR UNDER
6'-1" TO 12'
12'-1" TO 16'
16'-1" TO 20'
20'-1" TO 25'
15'-1" TO 18'-0"
0' TO 15'-0"
18'-1' TO 20'-0"
20'-1' TO 26'-0"
26'-1" TO 30'-0"
SCREWSSIZEBRACING
LENGTH
REMARKICC-ESR-3064P INTERIOR
METAL STUD SIZE & SPACING
(3) #10 EACH
END
(3) #10 EACH
END
(4) #10 EACH
END
(4) #10 EACH
END
1 1/4" x 3 5/8" x 20 GA. @ 16" O.C.
1 1/4" x 3 5/8" x 18 GA. @ 16" O.C.
1 1/4" x 3 5/8" x 16 GA. @ 16" O.C.
1 1/4" x 6" x 18 GA. @ 16" O.C.
1 1/4" x 6" x 16 GA. @ 16" O.C.
2 1/2" x 8" x 14 GA. @ 16" O.C.30'-1" TO 45'-0"
A) SECTION B) PLAN
B
(3) #10 SCREWS EACH END
FLANGE BRACING
BRACING SPLICE
MINIMUM (3) #10 SCREWS PER
BLOCK @ JOISTED CEILINGS ONLY
TRACK BLOCKING (@ SPLICE ONLY)
METAL STUD
GYPSUM BOARD WHERE OCCURS
PARTITION STUDS
TRACK BLOCKING
(@ SPLICE ONLY)
BEND ENDS UP &
SCREW TO STUD w/
(2) #10 TEK SCREWS
(1) #10 SCREW
PER STUD
FLANGE
BRACINGWALL MATERIAL
UNDERSIDE OF STRUCTURE
FLANGE BRACING: 16 GA. 1 1/2" WIDE METAL
STRAP OR 1 1/2" COLD-ROLLED CHANNEL
TRACK BLOCKING (@ SPLICE ONLY)
FLOOR SLAB
27A
-
USE STUD WALL FLANGE
BRACING 4'-0" O.C. ON
SIDE(S) OF PARTITION
WHERE GYPSUM BOARD
SHEATHING DOES NOT
OCCUR, INCLUDING
ABOVE THE CEILING.4'-
0
"
O
.
C
.
M
A
X
.
TY
P
I
C
A
L
4'
-
0
"
O
.
C
.
M
A
X
.
TY
P
I
C
A
L
C) PARALLEL TO ROOF STRUCTURE
D) PERPENDICULAR TO ROOF STRUCTURE
(CONCRETE FILLED METAL DECK)
(CONCRETE FILLED METAL DECK)
METAL STUD BRACING @ 4'-0"
O.C. ON ALTERNATING SIDES OF
THE WALL, SEE SCHEDULE FOR
SIZE (DETAIL 1 THIS SHEET)
6"
3/8" DIA. HILTI KB-TZ WITH 2" MIN
EMBED EACH SIDE & 2" FROM
EACH END CENTERED ON
LOWER FLUTES (ESR 1917)
1"
1"
METAL STUD BRACING @ 4'-0" O.C.
ON ALTERNATING SIDES OF THE
WALL, SEE SCHEDULE FOR SIZE
(DETAIL 1 THIS SHEET)
2"
TYP.
2"
TYP.
12 GA. CLIP ANGLE
12 GA. CLIP ANGLE
UNDERSIDE OF
CONCRETE FILLED
METAL DECK /
CONCRETE DECK
UNDERSIDE OF
CONCRETE FILLED
METAL DECK /
CONCRETE DECK
TWO (2) 3/8" DIA. HILTI KB-TZ
WITH 2" MIN EMBED EACH SIDE
(4 TOTAL) & 2" FROM EACH END
CENTERED ON LOWER FLUTES
(ESR 1917)
16 GA. SHEET
METAL BACKING
PLATE- SEE NOTES
FOR SIZE
NOTES
1. EXTEND BACKING PLATE ACROSS (3) STUDS MINIMUM
2. EXTEND ALL BACKING PLATES TO NEXT STUD BEYOND
END OF SUPPORTED ITEM
3. LET-IN BACKING TO WALL STUD FLANGES & SCREW AS
NOTED, FLUSH TO FACE OF FLANGE. FLANGES SHALL
NOT BE CUT UNLESS FILLED WITH WELDED PLATE
DETAIL B
SPECIAL APPLICATIONS
* COORDINATE EXTENT OF BACKING
WITH OWNER REPRESENTATIVE
TYPICAL APPLICATIONS
* BASE & WALL CABINETS AND SHELVES
* SHOWER SEATS
* GRAB BARS
* CRASH GUARDS
* TOILET ACCESSORIES (SURFACE MOUNTED)
* WALL MOUNTED DOOR STOPS
* MARKER & TACK BOARDS
* FRAMED SIGNAGE
* FIRE EXTINGUISHER BRACKETS
* EQUIPMENT DISTRIBUTING LESS THAN 20# PER STUD (CENTER
OF GRAVITY LESS THAN 6" FROM FACE OF STUD UNLESS
SPECIFICALLY ALLOWED BY DESIGNER OF RECORD)
NOTE: 150 LBS MAX/STUD
DETAIL A
WALL STUD
(3) #10 x 1/2"
LOW-PROFILE HEAD
SCREWS @ EACH STUD,
TYPICAL
600T150-54 TRACK
NOTCH OVER STUDS
(ALT: 8"x14GAx3 STUDS)
(3) #10 x 1/2"
LOW-PROFILE HEAD
SCREWS @ EACH
STUD, TYPICAL
ALTERNATE BACKING PRODUCT:
DANBACK® FLEXIBLE WOOD BACKING** BY CLARK DIETRICH
**USE FlamePro® WHERE REQUIRED
C) TRACK PERPENDICULAR TO FLUTES
D) TRACK PARALLEL TO FLUTES - TRACK
SHEET METAL 2"W x 16"L
x 16 GA @ 2'-0" O.C. &
6" FROM ENDS
3/8" DIA. HILTI KB-TZ
W/ 2" MIN EMBED
(ESR-1917) 24" O.C.
EA. SIDE, AND 2" FROM
ENDS & CENTERED ON
FLUTES (ESR 1663)
(2) #10 SCREWS PER SHEET
METAL PLATE (STAND-OFF
WASHERS PER PRE-APPROVAL)
3/8" DIA. HILTI KB-TZ W/
2" MIN EMBED (ESR-1917)
24" O.C. SIDE, AND 2" FROM
EA. END CENTERED ON
FLUTES (ESR 1663)
T.O. STUD
2"
C
#8 SCREW
CENTER OF
SLOT PER
PRE-APPROVAL
SLOTTED
CEILING TRACK
(16 GAUGE)
1/
2
"
PER
(CONCRETE FILLED METAL DECK)
(CONCRETE FILLED METAL DECK)
F) OFFSET TO BEAM
E) ON BEAM
2"
2"
**HILTI 'X-U' POWER
ACTUATED FASTENERS
@ 32" O.C.
(2) #10 S.M.S.
@ 2'-0" O.C.
Z CLIP, 16 GA
@ 2'-0" O.C.
C
6"
MAX.
C
**HILTI 'X-U' POWER
ACTUATED FASTENERS
@ 2'-0" O.C.
**#12 SELF TAPPING SCREWS CAN BE USED IN LIEU OF HILTI 'X-U'
FASTENER IF STEAL FLANGE IS LESS THEN 1/4" THICK.
NONRATED
PER
PER
VA
R
I
E
S
2
"
MA
X
.
A) TRACK PERPENDICULAR TO FLUTES
B) TRACK PARALLEL TO FLUTES - TRACK
1/
2
"
SHEET METAL 2"W
x 16"L x 14 GA
@ 2'-0" O.C. &
6" FROM ENDS
(1) #10 SCREWS EA. SIDE PER
SHEET METAL PLATE (STAND-OFF
WASHERS PER PRE-APPROVAL)
(2) #10 SCREWS PER
SHEET METAL PLATE
(STAND-OFF WASHERS
PER PRE-APPROVAL)
#8 SCREW
CENTER OF
SLOT PER
PRE-APPROVAL
SLOTTED
CEILING TRACK
2"
C
T.O. STUD
PER
(METAL DECK)
(METAL DECK)
METAL STUD BRACING @ 4'-0"
O.C. ON ALTERNATING SIDES OF
THE WALL, SEE SCHEDULE FOR
SIZE (DETAIL 1 THIS SHEET)
6"
A) PARALLEL TO ROOF STRUCTURE
B) PERPENDICULAR TO ROOF STRUCTURE
TWO (2) #10 S.M.S. EACH SIDE
(4 TOTAL) & 2" FROM EACH END
CENTERED ON LOWER FLUTES
UNDERSIDE
OF METAL
DECK
1"
2"
TYP.1"
(METAL DECK)
(METAL DECK)
METAL STUD BRACING @ 4'-0" O.C.
ON ALTERNATING SIDES OF THE
WALL, SEE SCHEDULE FOR SIZE
(DETAIL 1 THIS SHEET)
TWO (2) #10 S.M.S. EACH SIDE
(4 TOTAL) & 2" FROM EACH END
CENTERED ON LOWER FLUTES
12 GA. CLIP ANGLE
12 GA. CLIP ANGLE
2"
TYP.
UNDERSIDE
OF METAL
DECK
H) OFFSET TO BEAM
G) ON BEAM
2"
2"
WHERE OFFSET DISTANCE
EXCEEDS 6" PROVIDE PER
DETAIL 22/A511
USE METAL-LITE, INC.
"SLOTTED TRACK
SYSTEM" OR
SLIPTRACK SYSTEMS,
INC. "SLP-TRK"
Z CLIP, 2"x 2"x 2"x 3"
LONG, 16 GA
(2) #10 S.M.S. @
2'-0" O.C.
(2) #10 S.M.S. @ 2'-0" O.C.
Z CLIP, 16 GA @ 2'-0" O.C.
6"
MAX.
C
C
RATED
**HILTI 'X-U'
POWER
ACTUATED
FASTENERS @
32" O.C.
**HILTI 'X-U' POWER
ACTUATED FASTENERS
@ 2'-0" O.C.
PER
PER
VARIES 2" MAX.
SCALE:26 FIRE EXTINGUISHER CABINET @ RATED WALL
1-1/2" = 1'-0"
AT 1 HR. CONDITIONS
WRAP 5/8" TYPE "X" GYP.
BD. INTO CAVITY BEHIND
CABINET AND FIRE TAPE
METAL SEMI-RECESSED FIRE
EXTINGUISHER CABINET
ACOUSTIC
INSULATION
WHERE
OCCURS
SEMI-RECESSED
FIRE EXTINGUISHER
CABINET
SEE MANUFACTURER
FOR ROUGH OPENING
5/8" GYP. BD. BEHIND
CABINET
RATED PARTITION AS
SCHEDULED
PLAN SECTION
48
"
M
A
X
.
A
.
F
.
F
.
T
O
℄ O
F
H
A
N
D
L
E
-
B - PERPENDICULAR TO FLUTES
A - PARALLEL TO FLUTES
C1 - OFFSET OF BEAM
UL # HW-D-0160
C2 - OFFSET OF BEAM
GAP PER UL DESIGNS
THIS SHEET
SLIPTRACK SYSTEMS
SLIP-TRACK BRAND
SLOTTED TRACK
5/8" DEFLECTION
GAP
METAL FRAMING
PER 26/A510
4 #10 SCREWS
TYPE X GYP BDFIRE-RESISTIVE
JOINT SPRAY
OVER MINERAL
WOOL
GYP. BD.
LAYERS AS
REQ'D.
SEE UL DESIGNS
THIS SHEET
(E) SPRAY-ON
FIRE RESISTIVE
MATERIALS
(E) BEAM
MINERAL WOOL IN
FLUTE CAVITY
0.145"Ø POWDER DRIVEN
FASTENER - 1 1/4" EMBED
@ 24" O.C. MAX. (ESR
1663) SEE FASTENER
MANUFACTURER ICBO
FOR FASTENER
CAPACITY OR PER
ENGINEER OF RECORD
SCALE:6 TOP OF WALL - FIRE RATED
3" = 1'-0"
GENERAL NOTES-SEISMIC ZONES IBC D-F, CBC3-4:
ALL METAL STUD PARTITION TYPES SHALL COMPLY WITH PARTITION TYPE GENERAL NOTES, AND ALL METAL STUDS SHALL BE MIN 20 GA, UNO.
ALL CMU PARTITION TYPES SHALL COMPLY WITH PARTITION TYPE GENERAL NOTES, AND REINFORCING AS INDICATED ON THE STRUCTURAL
DRAWINGS, UNO. (SEE GENERAL NOTES ON SHEET G201 FOR WALL TYPE NOTES)
METAL STUD PARTITION GENERAL NOTES
SUSPENDED WALL NOTES:
1.TYPE "X" GYPSUM WALL BOARD SPECIFIED THROUGHOUT UNLESS OTHERWISE SPECIFIED. PROVIDE MOISTER RESISTANT GYP BOARD AT
ALL WET WALLS. PROVIDE TILE BACKER BOARD ON ALL WALLS WITH TILE. FIRE RESISTANT ASSEMBLIES TILE BACKER BOARD SHALL BE
PROVIDED OVER THE FIRE RESISTANT SYSTEM.
2.INSTALL CONTROL JOINTS MAXIMUM 30'-0" O.C. INTERVAL WHERE A CONTROL JOINT OCCURS IN AN ACOUSTICAL OR FIRE RATED SYSTEM,
BLOCKING SHALL BE PROVIDED BEHIND THE CONTROL JOINT BY USING A BACKING MATERIAL SUCH AS 5/8" TYPE "X" GYP BOARD,
MINERAL FILLER OR OTHER TESTED EQUIVALENT.
3.CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITY NUMBERS AT ALL WALLS. WALLS DESIGNATED AS "BASED
ON" VARY AS NOTED IN PARENTHESIS. SEE STRUCTURAL SHEAR WALLS SCHEDULE FOR SHEAR WALL ATTACHMENT AND EDGE BLOCKING
REQUIREMENTS WHERE APPLICABLE. STRUCTURAL SHEAR WALL SCHEDULE OVERRIDES LISTED ASSEMBLY ATTACHMENT AND BLOCKING
REQUIREMENTS ONLY WHEN MORE RESTRICTIVE.
4.WALL TYPES STATED AS "BASED ON" A LISTED ASSEMBLY MIGHT VARY IN STUD SIZE. NO EXACT LISTED ASSEMBLY EXISTS. PER
GA-600-2012 P.9 ITEM 16, "GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED TO BE USED IN METAL - OR WOOD - STUD SYSTEMS."
THESE WALLS CAN ALSO BE SHOWN TO MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION METHOD PER SECTION
703.3.3 AND SECTION 721 IF REQUIRED.
5.WALL TYPES STATED AS "BASED ON" A LISTED ASSEMBLY MIGHT VARY DUE TO ADDITION OF EXTRA LAYER(S) OF ELEMENTS. NO EXACT
LISTED ASSEMBLY EXISTS. PER GA-600-2012 P. ITEM 22, "ADDITIONAL LAYERS OF TYPE "x" OR REGULAR GYP BOARD SHALL BE PERMITTED
TO BE ADDED TO ANY SYSTEM." FASTENERS SPECIFIED FOR THE ATTACHMENT OF GYP BOARD APPLIED OVER THE ADDITIONAL LAYER(S)
OF ELEMENTS SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE ADDITIONAL LAYER(S).
6.METALLIC OUTLET BOXES SHALL BE PERMITTED TO BE INSTALLED IN WOOD AND STEEL STUD WALLS OR PARTITIONS HAVING GYPSUM
BOARD FACINGS AND CLASSIFIED AS TWO HOURS OR LESS. THE SURFACE AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 SQUARE
INCHES. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE FEET. BOXES LOCATED ON OPPOSITE SIDES
OF WALLS OR PARTITIONS SHALL BE IN SEPARATE STUD CAVITIES AND SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF
24 INCHES. APPROVED NONMETALLIC BOXES SHALL BE PERMITTED AS ALLOWED BY LOCAL CODE.
ELEVATION SECTION
DUCT PENETRATION
ELEVATION SECTION
BEAM PENETRATION SECTIONELEVATION
PENETRATIONS OF ACOUSTICAL PARTITIONS BY DUCT, CONDUIT, CABLE, PIPES ETC.
SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE
COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE
USING ACOUSTICAL SEALANT.
CLOSED CELL
POLYURETHANE FOAM
OR FIRE RATED
SILICONE FOAM
1/2" CLEAR (TYP.)
DUCT OR
SOUND TRAP
FIBERGLASS
INSULATION 1.5 PCF
MAX. 100% FILL
ACOUSTICAL
SEALANT
STEEL BEAM
ACOUSTICAL
SEALANT
WALL TYPE VARIES
PER PLAN
SCALE:16 WALL PENETRATION DETAILS
1-1/2" = 1'-0"
ELEVATION SECTION
DUCT PENETRATION
ELEVATION SECTION
BEAM PENETRATION SECTIONELEVATION
PENETRATIONS OF ACOUSTICAL PARTITIONS BY DUCT, CONDUIT, CABLE, PIPES ETC.
SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE
COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE
USING ACOUSTICAL SEALANT.
CLOSED CELL
POLYURETHANE FOAM
OR FIRE RATED
SILICONE FOAM
1/2" CLEAR (TYP.)
DUCT OR
SOUND TRAP
FIBERGLASS
INSULATION 1.5 PCF
MAX. 100% FILL
FIBERGLASS
INSULATION
1.5 PCF MAX.
(100% FILL)
STRUCT DECK
ACOUSTICAL
SEALANT
STEEL BEAM
ACOUSTICAL
SEALANT
WALL TYPE VARIES
PER PLAN
SCALE:2 LOW WALL DETAILS
1 1/2" = 1'-0"
3/16"STEEL PLATE 6" x 6" x 5/8"
S.M.S. #10 @ 2'-0" O.C. & 2"
FROM EACH END
600S 137-33 MTL STUDS @ 1'-4" O.C.
STEEL TUBE 2"x 2"x 3/16" @ 4'-0" O.C.
STUDS EACH SIDE OF TUBE STEEL
PLAN VIEW
SECTION VIEW
(2) 3/8" DIA SIMPSON TITEM HD SCREWS x 3
1/4" EMBED
S.M.S. #10 @ 2'-0" O.C. & 2"
FROM EACH END OF STUDS
EDGE OF TRACK BELOW
STEEL TUBE 2"x 2"x 3/16" @ 4'-0" O.C.
(2) 3/8" DIA SIMPSON TITEN
HD SCREWS x 3 1/4" EMBED
3/16"
4'
-
0
"
M
A
X
.
6x6 STEEL PLATE
4"
2"
2"
CONT. 6" TRACK AT TOP &
BOTTOM (MATCH GA. OF STUDS)
STUDS EACH SIDE OF TUBE STEEL
LOW HEIGHT
PARTITION
(SEE DETAIL 2
ON THIS SHEET)
IN WALL 1-1/2" X 1-1/2" X 14"
METAL BRACKET SUPPORTS
WELDED TO STEEL TUBE
SEE DETAIL 20 ON
THIS SHEET
SOLID SURFACE
COUNTER
EXISTING
PARTITION
LOW HEIGHT PARTITION
SEE DETAIL 2 ON THIS SHEET
IN WALL 1-1/2" X 1-1/2" X 1
4" METAL BRACKET
SUPPORTS WELDED TO STEEL TUBE
SOLID SURFACE
COUNTER
12 COUNTER AT EXISTING WALL
11 COUNTER AT SERVICE COUNTER
QUARRY TILE BASE
TO MATCH EXISTING
SEE DETAIL
20 ON THIS
SHEET
LOW HEIGHT
PARTITION - SEE
DETAIL 2 ON THIS
SHEET
SOLID
SURFACE
COUNTER
13 EDGE LID COUNTER AT SERVICE COUNTER
QUARRY TILE BASE TO MATCH EXISTING
SEE DETAIL 4
ON THIS SHEET
SERVICE
COUNTER
QUARRY TILE BASE
TO MATCH EXISTING
SEE DETAIL
20 THIS
SHEET
GYP. BD. (PAINTED) OVER METAL FRAMING
GYP. BD. (PAINTED)
OVER METAL FRAMING
EXISTING WALL
TILE TO REMAIN
SOLID SURFACE
OVER 3
4" PLYWOOD
STEEL
ANGLE
R 1/2"
SCALE:20 COUNTER EDGE DETAIL
6" = 1'-0"
R 1/2"
LED ROPE LIGHT
(SEE ELECTRICAL)
SOLID SURFACE
OVER 3
4" PLYWOOD
SOLID SURFACE
OVER 1-1/2" SOLID
BLOCKING
PANELING OVER
GYP. BD. (SEE
ELEVATION)
LOW WALL FRAMING
(SEE DETAIL2 THIS
SHEET)
GYP. BD.
(PAINTED)
SCALE:4 COUNTER EDGE DETAIL
6" = 1'-0"
BOTTOM OF
KITCHEN HOOD
KITCHEN HOOD
STAINLESS STEEL
VERTICAL SIDE
PANEL
EXISTING METAL STUD
PARTITION WITH 5/8"
TYPE X GYP. BD. ON
BOTH SIDES
STAINLESS STEEL
BACKSPLASH OVER
GYP. BD.
EXISTING QUARRY
TILE WALL BASE
STAINLESS STEEL
BACKSPLASH TO
FACE OF SOFFIT
(SEE DETAIL 5 ON
SHEET A401)
SCALE:21 BACKSPLASH DETAIL
1-1/2" = 1'-0"
SCALE:29 WALL ANCHORAGE TO STRUCTURE
3" = 1'-0"
SCALE:28 WALL BACKING DETAIL
1" = 1'-0"
SCALE:14 WALL BRACING TO STRUCTURE
3" = 1'-0"
AL
L
D
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A
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.
TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
A510
W S
SCALE:21 TYPICAL ACOUSTICAL CEILING LAYOUT DETAILS
VARIES
CROSS RUNNER
MAIN RUNNER
TYPICAL 12 GA. VERTICAL HANGER WIRE
@ 4'-0" EACH WAY WITH MINIMUM 3
TIGHT TURNS (WITHIN 1 1/2" DISTANCE)
@ BOTH ENDS OF WIRE (SEE DETAIL 15
FOR ANCHORING TO DECK)
(2) #12 S.M.S CONNECTING
COMPRESSION STRUT TO T-BAR GRID
COMPRESSION STRUT (SEE DETAIL 21I &
21J) OR OPTIONAL EMT TUBING PER
SCHEDULE ABOVE
12 GA. BRACING WIRE WITH
MINIMUM 4 TIGHT TURNS IN A
DISTANCE OF 1 1/2" @ BOTH
ENDS OF WIRE (TYPICAL). SEE
DETAIL 15B, 15D & 15E 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 BE WITHIN 4"-0" FROM ANY WALL. PROVIDE
COMPRESSION STRUT AT EACH SPLAY WIRE LOCATION.
CROSS RUNNER
SLOT END OF TUBE OR
POST TO FIT OVER MAIN
RUNNER
SCALE:21A 3D VIEW OF CEILING
1" = 1'-0"
12 GA. VERT. HANGER WIRE SET
TO CEILING GRID LEVEL PRIOR
TO FASTENING TUBE
1.SUSPENDED CEILING SYSTEMS, ALSO KNOWN AS ACOUSTICAL CEILING SYSTEMS, ARE CEILING
ASSEMBLIES USED TO SUPPORT ACOUSTICAL LAY-IN PANELS OR TILES. SUCH SYSTEMS SHALL
COMPLY WITH SECTIONS 808 AND 2506 OF THE BUILDING CODE, INCLUDING SECTION 13.5.6 OF THE
ASCE 7-05 STANDARD, ASTM C 635 AND CISCA - "GUIDELINES FOR SEISMIC RESTRAINT FOR
DIRECT-HUNG SUSPENDED CEILING ASSEMBLIES", AS WELL AS TO COMPLY WITH ICC EVALUATION
REPORT ESR-1222
2.CEILING AREAS EXCEEDING 144 SQ FT SHALL HAVE HORIZONTAL AND VERTICAL RESTRAINTS OF
THE CEILING TO THE STRUCTURAL SYSTEM
3.CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. LUMINARIES,
SPEAKERS, DUCTS AND GRILLS, CABLES, CABLE TRAYS, ELECTRICAL BOXES, AND CONDUITS SHALL
BE SUPPORTED INDEPENDENTLY OF THE CEILING. IN FIRE-RATED ASSEMBLIES, WHERE
INDEPENDENT SUPPORT WIRES ARE USED, THEY SHALL BE DISTINGUISHABLE BY COLOR, TAGGING,
OR OTHER EFFECTIVE MEANS FROM THOSE THAT ARE PART OF THE FIRE-RATED DESIGN
4.12 GA. (MIN) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING
ALONG MAIN RUNNERS
5.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 THE 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
6.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
7.CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID
MEMBERS SHOULD BE AT LEAST 3/4 INCH 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 INCH CLEAR OF WALL
8.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 16 GA. 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
9.PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH
OTHER
10.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 WITHOUT SPECIAL OSHPD APPROVAL
11.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
12.SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UN-BRACED
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
13.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 TENSION. 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
14.ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE
EQUAL TO THE WEIGHT OF THE FIXTURES
15.ALL 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
16.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
17.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
18.SUPPORT SURFACE-MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH
SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE
ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE
NOT ACCEPTABLE
19.PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER
20.SUPPORT PENDANT-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)
21.ALL CEILING SUSPENSION SYSTEM COMPONENTS SHALL BE "HEAVY DUTY" TYPE WITH
COMPONENTS PARTS AS LISTED BELOW
22.ACOUSTICAL CEILING GRID EXPANSION JOINTS REQUIRED FOR ANY CEILING AREAS OVER 2,500 S.F.
OR 100'-0" IN ANY DIRECTION PER CODE.
23.STABILIZER BARS, CROSS TEES OR OTHER SUITABLE MEANS TO PREVENT SPREADING SHALL BE
PROVIDED WITHIN 8" OF EACH WALL
24.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
25.CEILING CLOUDS: PROVIDE HANGING WIRES, BRACE WIRES AND COMPRESSION STRUT AS
DETAILED. IN ADDITION PROVIDE BRACE WIRES AND COMPRESSION STRUTS AT EACH CORNER,
REGARDLESS OF THE TYPE OF CLOUD
ESR-1222
400S137-33 (20 GA.)
250T125-33 (20 GA.)
250T125-33 (20 GA.)
OPTIONAL ELECTRICAL METALLIC TUBING (EMT) SCHEDULE
HEIGHT* EMT OPTION METAL STUD OPTION
UP TO 7'-0"
UP TO 6'-0"
UP TO 5'-0"
UP TO 10'-0"400S137-33 (20 GA.)
1-1/4" EMT
1" EMT
3/4" EMT
-
ANY STRUT HEIGHT GREATER THAN 20'-0" WILL REQUIRE ENGINEERING
CALCULATIONS. CONTRACTOR IS RESPONSIBLE TO CONTRACT A LICENSED
STRUCTURAL ENGINEER AND SUBMIT THE CALCULATIONS
*DISTANCE BETWEEN CEILING AND STRUCTURE ABOVE.
UP TO 20'-0"400S162-43 (18 GA.)-
NOTE: ALL MAIN AND CROSS RUNNERS TO BE HEAVY DUTY MEMBERS
SCALE:21C 2'-0" X 2'-0" GRID
1/4" = 1'-0"SCALE:21D 2'-0" X 4'-0" GRID OR 2'-0" X 5'-0" GRID
1/4" = 1'-0"
SCALE:21B TYPICAL CEILING GRID LAYOUT PLAN
1/4" = 1'-0"SCALE:21I COMPRESSION POST & WIRE (ACT)
3" = 1'-0"SCALE:21E GRID ATTACHMENT (ACT FREE SIDE)
3" = 1'-0"
SCALE:21F GRID ATTACHMENT (ACT FIXED SIDE)
3" = 1'-0"SCALE:21H LIGHT FIXTURE SUPPORT (ACT & GYP. BD.)
3" = 1'-0"
SCALE:15F COMPRESSION STRUT TO STRUCTURE
3" = 1'-0"SCALE:15D BRACE WIRE TO STRUCTURE
3" = 1'-0"SCALE:15B HANGER WIRE TO STRUCTURE
3" = 1'-0"
SCALE:15E COMPRESSION STRUT TO STRUCTURE
3" = 1'-0"SCALE:15C BRACE WIRE TO STRUCTURE
3" = 1'-0"SCALE:15A HANGER WIRE TO STRUCTURE
3" = 1'-0"(METAL DECK)(METAL DECK)(METAL DECK)
(CONCRETE)(CONCRETE)(CONCRETE)
SCALE:21K GRID EXPANSION JOINT (ACT)
N.T.S.
SCALE:21J COMPRESSION POST & WIRE (GYP. BD.)
3" = 1'-0"SCALE:21G GRID ATTACHMENT (GYP. BD.)
3" = 1'-0"
SCALE:21H EXPANSION JOINT (GYP. BD.)
3" = 1'-0"
SCALE:20 TYP. SUSPENDED WALL DETAILS
3" = 1'-0"
SCALE:20A STUDS PERPENDICULAR TO FLUTES (CONCRETE)
3" = 1'-0"
SCALE:20B STUDS PARALLEL TO FLUTES (CONCRETE)
3" = 1'-0"
SCALE:15G ATTACHED TO STUDS
1" = 1'-0"SCALE:15H ATTACHED BETWEEN STUDS
1" = 1'-0"
SCALE:15 ATTACHMENT TO DECK STRUCTURE
VARIESSCALE:25 PENDANT FIXT. BRACE
3/4" = 1'-0"
UNBRACED BRACED @ MIDSPAN
CEILING JOIST SPAN TABLE
SCALE:29 CEILING FRAMING(NON-LOAD BEARING)
VARIES
A515
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TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
A516
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.
TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
AL
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
MECHANICAL LEAD SHEET
M-00
MECHANICAL SHEET INDEX
SHEET #SHEET NAME
M-00 MECHANICAL LEAD SHEET
M-01 MECHANICAL FLOOR PLAN
2022 CALIFORNIA BUILDING CODE.
2022 CALIFORNIA MECHANICAL CODE.
2022 CALIFORNIA PLUMBING CODE.
2022 CALIFORNIA ENERGY CODE.
2022 CALIFORNIA ELECTRICAL CODE.
2022 CALIFORNIA FIRE CODE.
2022 CALIFORNIA GREEN BUILDING CODE
WITH ALL AHJ AMENDMENTS.
APPLICABLE CODE
GRILLES AND REGISTERS SCHEDULE
MANUFACTURER MODEL FINISH DESCRIPTION VOLUME DAMPER REMARKS
PRICE INDUSTRIES AMCD AS PER ARCH/ID SQUARE FACE DIFFUSER YES NICK SIZE 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.
-SPECIFIED DIFFUSER/GRILL CAN BE SUBSTITUTE WITH ANY APPROVED EQUAL.
AIR BALANCE SCHEDULE
UNIT OUTSIDE AIR EXHAUST
AIR NOTES
KEF-1 --INTERLOCKED WITH MAU
SCALE:1
CEILING REGISTER/DIFFUSER
N.T.S
M-02 GREASE HOOD DETAILS
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.
-DUCT EXPOSED TO WEATHER SHALL HAVE A MINIMUM OF 2" INSULATION AND WRAPPED WITH APPROVED
WEATHER PROTECTION MATERIAL SUCH AS ALUMINUM WRAP THAT IS ABLE TO PROTECT IT FROM WATER, SUN
LIGHT AND UV LIGHT.
DUCT CONSTRUCTION AND MATERIAL SCHEDULE
2,200
2,400
M-03
PRICE INDUSTRIES CVD AS PER ARCH/ID RESTROOM DIFFUSER YES NICK SIZE PER PLANS.
PRICE INDUSTRIES 10FF AS PER ARCH/ID PERFORATED RETURN YES NICK SIZE PER PLANS.
PRICE INDUSTRIES 10FF AS PER ARCH/ID FILTERED RETURN NO NICK SIZE PER PLANS.
SCALE:3
GREASE HOOD 6" OVERHANG HORIZONTAL DETAIL
N.T.S
M-04
EXPOSED CEILING
SCALE:2
DUCT MOUNT ROUND DIFFUSER DETAIL
N.T.S
KEF-2 --
GREASE HOOD DETAILS
GREASE HOOD DETAILS
M-05 GREASE HOOD DETAILS
M-06 GREASE HOOD DETAILS
M-07 GREASE HOOD DETAILS
M-08 GREASE HOOD DETAILS
M-09 GREASE HOOD DETAILS
M-10 GREASE HOOD DETAILS
M-11
PRICE INDUSTRIES RCDE AS PER ARCH/ID ROUND DIFFUSER YES NICK SIZE PER PLANS.
ENERGY COMPLIANCE FORMS
SCALE:4
GREASE DUCT ACCESS PANEL SPEC'S
N.T.S
MAU-1 4,600 --
INTERLOCKED WITH MAU
INTERLOCKED WITH KEF'S
TOTAL 4,600 4,600 SPACE IS BALANCED
M-12 ENERGY COMPLIANCE FORMS
S
KITCHENSUPPORT
KITCHEN
SERVICE
COUNTER
WH
GREASE HOOD UTILITY CABINET
SUITE FC2 BELOW INDICATED BY SOLID HATCH
(E) ROOF TOP ENCLOSURE WALL
(E) HVAC UNIT (N.I.C.)
(E) HVAC UNIT (N.I.C.)
MECHANICAL FLOOR PLAN
M-01
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
SCALE:1 MECHANICAL FLOOR PLAN
1/4"=1'-0"SCALE:2 MECHANICAL ROOF PLAN
1/4"=1'-0"
1500500
FLOW RATE (CFM)
1000
0.00
0
0.50
PR
E
S
S
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D
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(
i
n
.
H
2
0
)
PRESSURE DROP VS. FLOW RATE
FR
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F
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Y
(
%
)
0
0.1
20
40
1.0
PARTICLE DIAMETER (UM)
10.0
EFFICIENCY VS. PARTICLE DIAMETER
60
80
100
1.00
1.50
2.00
2.50
3.00
3.50
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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.
TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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M-03
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T
.
TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
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THE SHOPS AT
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TATAYPA
08/11/2025 1ST PLAN CHECK
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
SHEET NO.
SCALE:
DWG.#:
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DATE:
BY:
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
PRESSURE
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SHEET NO.
SCALE:
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BY:
REVISIONS
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
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SHEET NO.
SCALE:
DWG.#:
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REVISIONS
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
CUSTOMER APPROVAL TO MANUFACTURE:
SHEET NO.
SCALE:
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DATE:
BY:
REVISIONS
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
ENERGY COMPLIANCE FORMS
M-11
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
ENERGY COMPLIANCE FORMS
M-12
AL
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TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
PLUMBING GENERAL NOTES
1.PLUMBING WORK SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODES AND AHJ AMENDMENTS.
2.PLUMBING EQUIPMENT SHALL BE APPROVED AND TESTED UNDER APPROVED AGENCY FOR THE AHJ.
3.EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL, AND EACH RUN OF PIPING,
THAT IS MORE THAN 100 FEET IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 FEET, OR
FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH
AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING 135 DEGREES. A CLEANOUT SHALL BE INSTALLED ABOVE KITCHEN SINK
AND LAVATORY CONNECTION FITTING, SERVING EACH FIXTURE.
4.SANITARY SEWER LINE TO SLOPE @ 2% UNLESS NOTED OTHERWISE.
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.
9.THE USE OF CPVC PIPING SHALL COMPLY WITH 2022 CPC 604.1.1.
10.THE USE OF PEX PIPING SHALL COMPLY WITH 2022 CPC 604.1.1.
11.HOT WATER PIPING INSULATION SHALL BE PER 2022 CALIFORNIA PLUMBING CODE 609.11.2:
"HOT WATER PIPE INSULATION SHALL BE PER BELOW SCHEDULE.
EXCEPTIONS:
-PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THE
DISTANCE OF THE FRAMING PENETRATION.
-HOT WATER PIPING BETWEEN THE FIXTURE CONTROL VALVE OR SUPPLY STOP AND THE FIXTURE OR APPLIANCE SHALL NOT
BE REQUIRED TO BE INSULATED.
14.SLEEVES SHALL BE PROVIDED FOR PIPING PASSING THRU MASONRY OR CONCRETE FLOORS/WALLS.
15.PLUMBING FIXTURE SHALL MEET 2022 CALIFORNIA PLUMBING CODE REQUIREMENTS PER CHAPTER 4 AND CALIFORNIA GREEN CODE
FIXTURE FLOW.
16.DOMESTIC WATER LINE SHALL BE DISINFECTED PER 2022 CPC 609.9.
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.CONTRACTOR SHALL FIELD VERIFY UTILITIES POINT OF CONNECTION AND COORDINATE AT SITE AS NEEDED.
PLUMBING LEGENED AND ABBREVIATIONS
SYMBOL ABBREVIATIO 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
2022 CALIFORNIA ENERGY CODE TABLE 120.3-A PIPE INSUALTION THICKNES IN INCHES OR R VALUE
FLUID
TEMPRETURE
INSULATION CONDUCTIVITY NOMINAL PIPE SIZE
BTU.in/(h X FT² X °F)MEAN RATING
TEMPRETURE F <1 1 TO <1 1/2 1 1/2 TO
<4 4 TO <8 >8
105-140 F 0.22-0.28 100 1 1.5 1.5 1.5 1.5
R-7.7 R-12.5 R-11 R-9 R-8
PLUMBING SHEET INDEX
SHEET #SHEET NAME
P-00 PLUMBING LEAD SHEET
P-01 PLUMBING FLOOR PLAN
PLUMBING FIXTURES MAX
FLOW RATE
HAND SINK
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
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 AHJ AMENDMENT.
PIPE MATERIAL SCHEDULE
DOMESTIC
WATER
(2
)
B
A
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NO
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CP
V
C
PV
C
AB
S
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
SERVICE
PIPE MATERIAL
PLUMBING LEAD SHEET
P-00
TY
P
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GAS OUTSIDE OR EXPOSED
INSIDE THE BUILDING
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D
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PROVIDE DOUBLE WALL PIPING WITH VENT IF INSTALLED BLW SLAB
AS APPROVED PER AHJ
*INSTALLATION OF CPVC SHALL BE PER 2022 CPC 604.1.1 & 609.9
*INSTALLATION OF GAS PIPING SHALL BE PER 2022 CPC 1210.0.
*ALL CPVC PIPING SHALL COMPLY WITH CHAPTER 15 FIRESTOP PROTECTION WHERE NEEDED.
*USE CORZAN SCHEDULE 80 FOR WATER PIPES SIZE OF 212" AND LARGER.
*USE FLOW GUARD GOLD CPVC 41 FOR WATER PIPES SIZES OF 2" AND SMALLER.
*ALL EXPOSED GAS PIPING SHALL BE PROTECTED AGAINST CORRSION BY COATING OR WRAPPING WITH AN INERT
MATERIAL APPROVED FOR SUCH APPLICATION. PER 2022CPC SECTION 1208.5.6 & 1210.1.3.
*PVC SCHEDULE 40 FOR DCW UNDER SLAB ONLY, NOT ALLOWED WITHIN THE BUILDING.
*COPPER TYPE L: FIRST 10' OF PIPE CONNECTION TO WATER HEATER OR WHEN PIPE EXPOSED OUTDOOR AND
ROOF.
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.
TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
WATER HEATER CALC'S
DEMAND CALC'S:
(1) KITCHEN SINK (3 COMP)@ 45 GPH = 45
(1) KITCHEN SINK (PREP)@ 15 GPH = 15
(1) MOB SINKS @ 15 GPH = 15
(2) HAND SINK @ 05 GPH = 10
TOTAL REQIURED = 85 GPH
(E) RHEEM GAS TANK WATER HEATER (GNU82-252) 151.3 GPH @
60°F TOTAL OF SUPPLY HOT WATER .
SCALE:3
FLOOR CLEAN OUT
N.T.SSCALE:2
WALL CLEAN OUT
N.T.SSCALE:1
PIPE PENETRATION THRU INTERIOR WALL
N.T.S
DESCRIPTION
VENTWASTE
ROUGH-IN SERVICES
ITEM FIXTURE
GASHOTCOLD
WATERWATER
TOTAL GAS DEMAND
MODEL NUM.MARK
PLUMBING FIXTURE SCHEDULE
DESCRIPTION
COLDVENTSS HOT
PIPE SIZES
KITCHEN SINK - 3 COMPKS-1 AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 1.8 GPM @ 60 PSI
FLOOR SINK - ZURN Z1901FS-1 2"2"12"-12" SQUARE FLOOR SINK, ACID RESISTANCE COAT, CAST IRON BODY MATERIAL. LIGHT DUTY
& HEAL PROOF GRATE. INSTALL TRAP PRIMER.
TRAP PRIMER PPP PR01-ULP500TP 12"-PPP PR01-ULP500 TRAP PRIMER, LOCATE UNDER THE SINK EXPOSED OR WITHIN AN ACCESS
PANEL. LEAD FREE FLOW ACTIVATION.--
SERVICE SINK/MOB SINKSS-1 AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 2.2 GPM @ 60 PSI
NOTES:
*NOTHING WITHIN THE SPEC'S ALLOW TO INSTALL ANY ITEM WITH DISCREPANCIES WITH LOCAL CODES AND AMENDMENTS. CONTRACTOR SHALL INFORM EOR FOR ANY
POTENTIAL DISCREPANCY PRIOR ORDERING ANY FIXTURE. CONTRACTOR CAN SUBSTITUTE FIXTURES WITH ANY APPROVED EQUAL. OBTAIN OWNERSHIP APPROVAL
PRIOR SUBMITTING TO EOR FOR REVIEW.
*ALL INSTALLED FIXTURES AND EQUIPMENTS SHALL BE LISTED AND TESTED PER ONE OF THE APPROVED LISTING AGENCY TO THE AHJ.
HAND SINK - ADAHS-1 AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 1.2 GPM @ 60 PSI
EXISTING TO REMAIN
INDIRECT EXISTING TO
REMAINAS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 1.8 GPM @ 60 PSIKITCHEN SINK - PREPKS-2
ICE MACHINEIM-1 AS SPECIFIED BY ARCH/DEVELOPER.
SODA FOUNTAIN DRINKFD-1 AS SPECIFIED BY ARCH/DEVELOPER.
EXISTING TO REMAIN
INDIRECT
(E)
INDIRECT
(E)12"-
12"-
EXISTING TO REMAIN
PLUMBING FIXTURES FLOW RATE MUST COMPLY WITH ALL CAL GREEN
REQUIREMENT PER SECTION 5.303 FOR NON-RESIDENTIAL
APPLICATIONS & CPC SECTION 407 TO 417
WH
T
FE
FE
KITCHENSUPPORT
KITCHEN
SERVICE
COUNTER
WH
GREASE HOOD UTILITY CABINET
PLUMBING FLOOR PLAN
P-01
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.
TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
Consultant:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
08/11/2025 1ST PLAN CHECK
09/12/2025 2ND PLAN CHECK
SCALE:1 PLUMBING FLOOR PLAN
1/4"=1'-0"
ITEM NO DESCRIPTION CW HW INDIRECT SS SS & V
THE SHOPS AT SANTA ANITA FC-2 KITCHEN EQUIPMENTS - PLUMBING ROUGH IN SIZES
NOTES:
-REFER TO KITCHEN PLANS FOR THE FULL SCHEDULE.
-SCHEDULE SHOWN FOR REFERENCE ONLY. MODEL NUMBER AND MANUFACTURER TO BE VERIFIED WITH ARCH.
PLANS.
-FOR PLUMBING ROUGH IN CONNECTION TO EQUIPMENTS DETAILS REFER TO ARCH.
PLUMBING KEY NOTES:
E;I67ING 3/8M%ING )I;78RE 72 %E &$RE)8//< 'I6&2NNE&7E' $N' RE3/$&E' $6 3ER $R&+ 3/$N6 IN
7+E 6$ME /2&$7I2N IN67$// NEW $NG/E 67236 7R$36 &2NNE&7I2N6
E;I67ING )/22R 6IN.)/22R 'R$IN 72 %E 3R27E&7E' IN 3/$&E '8RING &2N67R8&7I2N
NEW &2/' W$7ER /INE &2NNE&7 72 7+E M$IN W$7ER 628R&E WI7+IN 7+E 63$&E )IE/' 9ERI)<
E;I67ING W$7ER +E$7ER R+E8M GN8 72 %E 3R27E&7E' IN 3/$&E
)/22R 6IN. &2NNE&7 GW 9EN7 $N' 7$3 72 E;I67ING GRE$6E W$67E /INE 9EN7 WI7+IN 7+E
63$&E )IE/' 9ERI)<
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9I)
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2R &+$NGE 2) 'IRE&7I2N $// )I;78RE 6+$// +$9E $ W$// &/E$N
287 WI7+IN 7+E W$// %E+IN' I7
FW
STOCK POT RANGE N/AN/AN/A
COMMERCIAL GAS RICE COOKER
N/A N/AN/AN/A N/A
1"
N/A1"
FLOOR MOUNTED MOP SINK
STAINLESS STEEL PREP SINK WITH DRAIN BOARD
FRYER
ICE MACHINE
SODA DISPENSER (POST MIX,DROP-IN)
GAS
N/A N/A
N/AN/A
N/A
70" THREE HOLE RANGE
N/AN/A N/A
40" CHINESE RANGE
ICE STORAGE BIN
STAINLESS STEEL HAND SINK
THREE COMPARTMENT SINK WITH TWO DRAINBOARD
N/A
N/A
N/A
N/A
N/A
N/A
(E)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2"
2"
N/A
1"
N/A N/A
N/A N/A
N/A
114"
2"
2"
3 4"
1"
(E)N/A N/A
(E)
(E)(E)
N/A N/A
N/A N/A(E)(E)
(E)(E)
12"
N/A(E)(E)
N/A 12"
1" TO FS
PER CPC WITH FD ADJ. TO IT
NOTES
NEW SINK PER NOTE 15
E0.0
ELECTRICAL
SYMBOLS, NOTES
AND SHEET INDEX
AL
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.
TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
MWQ ENGINEERING
MECHANICAL, ELECTRICAL,
PLUMBING AND ENERGY
ANALYSIS
562.413.9495
INFO@MWQENG.COM
09/02/2025 2ND PLAN CHECK
OS
ELECTRICAL LEGEND
C
J
S
3
door
f
A
GFCI
AFCI
WP
OC
OC
OSD
d
EX
Jazayeri
E1.0
POWER LAYOUT
& ONE-LINE
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.
TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
FC2
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
MWQ ENGINEERING
MECHANICAL, ELECTRICAL,
PLUMBING AND ENERGY
ANALYSIS
562.413.9495
INFO@MWQENG.COM
KITCHEN
SUPPORT
KITCHEN
SERVICE
COUNTER
T
FE
GFCI
FE
POWER LAYOUT
SCALE: 1/2" = 1'-0"
J
ROOF PLAN POWER LAYOUT
SCALE: 1/2" = 1'-0"
KEF-2
KEF-1
MAU-1
E2.0
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.
TAG Project Number:
400 S. BALDWIN AVENUE
SANTA ANITA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
SANTA ANITA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
FC2
Consultant:
Seal:
250601
Sheet Title
Sheet #
Client:
REVISIONDATEDELTA
MWQ ENGINEERING
MECHANICAL, ELECTRICAL,
PLUMBING AND ENERGY
ANALYSIS
562.413.9495
INFO@MWQENG.COM
ROOF PLAN
POWER LAYOUT
208/120V
3P,4W
400A,MAIN
A
TAP TO EXISTING
PROVISION TO MALL
(EXISTING)
ELECTRICAL ONE LINE DIAGRAM
TRANSFORMER
480V TO 208/120V
112.5KVA
(EXISTING)
PANELSCHEDULES
T
SERVICE
COUNTER
KITCHEN
KITCHEN
SUPPORT
FE
J
J
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
FE
6'-
8
"
CE
N
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F
S
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K
3'-
6
"
CE
N
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2'-
8
"
1'
-
7
"
CE
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OF
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-
4
"
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2
"
CE
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T
11'-1"
MILLWORK (VERIFY DIMENSIONS IN FIELD WITH S.S. TABLE BEHIND)4"
1'-
1
0
"
CE
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5'-
2
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CE
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22.42
2'-
0
"
MI
L
L
W
O
R
K
11.40
11.40
11.40
11.40
11.40
11.40
22.41
22.43
22.44
11.406.22
5.72
11.40
11.40
11.40
11.40
11.40
11.40
11.40
11.40
11.40
4'
-
1
"
CE
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3'
-
8
"
CL
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A
R
17'-10"
MILLWORK
1
1A
12
3
3
4
5 6
7
9
10
11
2
13
14
15
16
17
18
19
20
21
22
2'-0" MIN.
CLEAR
4'-5" MILLWORK 13'-10" PREFABRICATED SERVICE COUNTER
3'
-
4
"
SE
R
V
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23.38
23
24
25 26
27 2727
27
8.05
S
S
S
GYP. BD.
+14'-9"
GYP. BD.
+11'-9"
GYP. BD.
+12'-7"
9.29
ALIGN
9.29
6'-0"
INSIDE FACE OF SOFFIT (COORDINATE WITH HOOD)
5'
-
1
"
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6
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11 1/2"
11 1/2"
23.38
28
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.
TAG Project Number:
400 S. BALDWIN AVENUE
ARCADIA, CALIFORNIA 91007
PHONE: (626) 617-4556
THE SHOPS AT
SANTA ANITA
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
400 S. BALDWIN AVENUE
SUITE FC2
ARCADIA, CA 91007
THE SHOPS AT
SANTA ANITA
FOOD COURT
TATAYPA
PERUVIAN
KITCHEN
Consultant:
Seal:
08/11/2025 1ST PLAN CHECK
250601
Sheet Title & Number
RENEWAL
DATE
RCHITE
C
T
DESNECIL
A
A L I F O R NIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
Client:
REVISIONDATEDELTA
09/12/2025 2ND PLAN CHECK
09/12/2025 HEALTH CORRECTIONS
09/29/2025 3RD PLAN CHECK
A101
SCALE:16
PROPOSED FLOOR PLAN
1/2" = 1'-0"
FLOOR PLAN GENERAL NOTES
1.CONTRACTOR SHALL VERIFY THAT ALL EXISTING DOOR FORCES (OPENING & CLOSING) MEET THE
CURRENT BUILDING CODE REQUIREMENTS
2.ALL DOORS SHALL BE SELF CLOSING
NORTH
PROPOSED KEY NOTES
SCALE:26
PROPOSED REFLECTED CEILING PLAN
1/2" = 1'-0"
NORTH
SCALE: 1/2"=1'-0"
0'2'1'4'
SCALE: 1/2"=1'-0"
0'2'1'4'
PROPOSED FLOOR PLAN &
REFLECTED CEILING PLAN
#DESCRIPTION DETAIL
1.FOR PLAN SYMBOL LEGEND AND ADDITIONAL NOTES & ABBREVIATIONS SEE SHEET G201.
2.PROVIDE SEISMIC BRACING, AS REQUIRED BY CODE AND INDICATED ON DRAWINGS, FOR ALL CEILING
FINISHES, PLUMBING, FIRE SPRINKLER, MECHANICAL AND ELECTRICAL SYSTEMS.
3.EXIT SIGNS, WHERE NOTED, SHALL BE WORDED "EXIT" IN LETTERS SIX INCHES (6") HIGH. EXIT SIGNS
SHALL BE ILLUMINATED AT ALL TIMES AND PROVIDED WITH AN EMERGENCY ELECTRICAL SYSTEM FROM
STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR SET TO INSURE CONTINUED
ILLUMINATION FOR AT LEAST 90 MINUTES IN CASE OF PRIMARY POWER LOSS.
4.INTERNALLY ILLUMINATED EXIT SIGNS - ELECTRICALLY POWERED, SELF-LUMINOUS AND
PHOTOLUMINESCENT EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND (CBC) CHAPTER
27. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
5.ADDITIONAL DIRECTIONAL EXIT SIGNAGE MAY BE REQUIRED BY THE GOVERNING AGENCY HAVING
JURISDICTION OVER THE PROJECT AT THE TIME OF FINAL INSPECTION.
RCP GENERAL NOTES
5
A401
10
A401
12
A401
17
A401
22
A401
23
A401
24
A401
25
A401
11
A401
25
A401
11
A401
DEMOLITION LEGEND
EXISTING WALL TO REMAIN
FIRE SPRINKLER (RE-CONFIGURE AS
REQUIRED TO ACCOMMODATE NEW WORK)
(N) MECHANICAL REGISTER
(N) LIGHT FIXTURE
(E) SUSPENDED GYP. BD. CEILING & GRID BY USG TO
REMAIN (UL TYPE FC-CB, CLASS A, FLAME SPREAD RATING:
25 OR LESS & SMOKE DEVELOPMENT RATING: 50 OR LESS)
(E) MECHANICAL GRILLE TO REMAIN
(E) LIGHT FIXTURE TO REMAIN
(E) ILLUMINATED EXIT SIGN TO REMAIN
(E) CEILING ACCESS PANEL TO REMAIN
EXISTING TO REMAIN
PROPOSED
S (E) SMOKE DETECTOR TO REMAIN
(N) GYP. BD. CEILING / SOFFIT
SEE SHEET A515 FOR SUSPENDED
GYP. BD. CEILING DETAILS
(E) GYP. BD. CEILING / SOFFIT TO REMAIN
(N) ELECTRICAL OUTLETS (SEE ELECTRICAL DRAWINGS)
22.42 HAND SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
PREP SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
THREE COMPARTMENT SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
MOP SINK & FAUCET
(SEE PLUMBING & KITCHEN CONSULTANT DRAWINGS)
KITCHEN EQUIPMENT (SEE KITCHEN CONSULTANT DRAWINGS)
GYP. BD. CEILING TO MATCH EXISTING
22.43
22.41
22.44
11.40
9.29 21 / A515
15 & 16 / ID101
26" X 20" STAINLESS STEEL WALL MOUNTED SPLASH GUARD (GSW MODEL# SP-S)5.72
COUNTER (SEE INTERIOR ELEVATIONS)6.22
26
A401
#DESCRIPTION MFR.
TRUEREFRIGERATED DRAWERS (FOUR DRAWER) - 5" CASTORS1
MODEL #
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
TUC-67D-4-HC
AMERICAN RANGESTOCK POT RANGE ARSP-18
AMERICAN RANGEFRYERAF-50HE
GSWSTAINLESS STEEL WORK TABLE WT-EB3084
HOSHIZAKIICE MACHINE KM-350/520/660M_J(Z)
HOSHIZAKIICE STORAGE BIN B-300SF
CRATHCODOUBLE BOWL BUBBLER D25-4
-NOT USED -
WARINGHEAVY DUTY ONE GALLON FOOD BLENDER CB15
TRUEREACH-IN REFRIGERATOR (SINGLE DOOR)T-19G-HC-FGD01
TRUEREACH-IN REFRIGERATOR (DOUBLE DOOR)T-49G-HC-FGD01
RINNAICOMMERCIAL GAS RICE COOKER RER-55ASN
GSWSTAINLESS STEEL RICE COOKER STAND ES-RC3024
GSWSTAINLESS STEEL HAND SINK HS-1615W
GSWSTAINLESS STEEL PREP SINK WITH DRAIN BOARD SE18181L
GSWS.S. THREE COMPARTMENT SINK WITH TWO DRAIN BOARDS SH20243D
GSWS.S. FLOOR MOUNTED MOP SINK SE2424FM
CORNELIUSSODA DISPENSER (POST MIX, DROP-IN)2323
GENERAL70" THREE HOLE RANGE CHINESE WOK - MED
GENERAL42" CHINESE RANGE CHINESE WOK - SM
GENERALS.S. SERVICE COUNTER (19 ROUND PANS)-
GSWS.S. SPLASH GUARD (WALL MOUNTED)SP-S2420
TRUEREFRIGERATED DRAWERS (TWO DRAWERS) - 5" CASTORS1A TUC-27D-2-HC
EQUIPMENT LIST
EQUIPMENT
FOODSERVICE
ACCESSORIES
THREE COMPARTMENT SINK FAUCET
ONE FAUCET SERVES ALL THREE SINKS (SEE CUT SHEET)23
25
26
27
28
5PR-8W12
STAINLESS STEEL MOP HANGER K-242
STAINLESS STEEL UTILITY SHELF K-246
METROWIRE SHELVING ANCHORED TO WALL (SEE NOTE BELOW)SUPER ERECTA
CURTRONAIR CURTAIN 36" AIR-PRO
ADVANCE
TABCOMOP SINK FAUCET24 K-240
ADVANCE
TABCO
ADVANCE
TABCO
NOTES:
1) ALL EQUIPMENT SHALL BE ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 4" MASONRY CONTINUOUS COVED BASE
2) ANCHOR THE TOP SHELF OF EACH FOOD STORAGE WIRE RACK TO WALL STUDS USING FLEXIBLE STRAPS
3) ALL DOORS SHALL BE PROVIDED WITH CLOSERS (SELF CLOSING)
ROOM NAME
KITCHEN 101
FLOOR
WALLS CEILING
MT'L.HT.
DOOR
11'-9"
TRIMEXTERIORINTERIOR
ROOM FINISH SCHEDULE
GYP.
BD.
KITCHEN SUPPORT 102 12'-7"GYP.
BD.
SERVICE COUNTER 100 QT 14'-9"-GYP.
BD.
ABBREVIATIONS
CT CERAMIC TILE PT PAINT
QT QUARRY TILE
1. G.C. SHALL SUBMIT THE 3 SAMPLES OF ALL FINISHES
TO ARCHITECT FOR APPROVAL.
2.SUBMITTALS MUST BE APPROVED BEFORE PLACING
ORDERS WHERE MATERIALS ARE NOT RETURNABLE.
3.G.C. TO NOTIFY ARCHITECT OF ITEMS W/ LONG LEAD
TIMES.
4.NO FINISH SUBSTITUTIONS MAY BE MADE W/O PRIOR
WRITTEN AUTHORIZATION BY ARCHITECT.
5.ALL FINISHES SHALL BE APPLIED IN STRICT
ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS.
6.APPLICATION OF INTERIOR FINISHES SHALL BE IN
ACCORDANCE W/ WITH THE LATEST ADDITION OF THE
CALIFORNIA BUILDING CODE AND CALIFORNIA GREEN
BUILDING CODE (SEE TITLE SHEET AND CAL GREEN
SHEETS).
7.THE MAXIMUM FLAME SPREAD CLASSIFICATION OF
FINISH MATERIALS USED FOR INTERIOR FINISHES
SHALL NOT EXCEED THAT SET FORTH IN THE LATEST
ADDITION OF THE CALIFORNIA BUILDING CODE (SEE
TITLE SHEET AND FINISH SCHEDULE).
8.THE SMOKE DENSITY OF MATERIALS OF FINISH
MATERIALS USED FOR INTERIOR FINISHES SHALL NOT
EXCEED THAT SET FORTH IN THE LATEST ADDITION OF
THE CALIFORNIA BUILDING CODE (SEE TITLE SHEET
AND FINISH SCHEDULE).
9.VERIFICATION OF COMPLIANCE WITH CALIFORNIA
GREEN CODE REQUIREMENTS SHALL BE PROVIDED AS
REQUESTED BY THE ENFORCING AGENCY.
DOCUMENTATION SHALL BE PREPARED AND
SUBMITTED BY THE CONTRACTOR.
10.ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,
TRUE AND FREE OF IRREGULARITIES. DO NOT
PROCEED WITH WORK UNTIL UNSATISFACTORY
CONDITIONS HAVE BEEN CORRECTED. BEGINNING
WORK IMPLIES ACCEPTANCE OF CONDITION.
11.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY.
WHEN THE WORK IS COMPLETE, IT SHALL BE FREE
FROM BUCKLES, BUBBLES, OPEN JOINTS, OR
IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE
ALIGNMENT ALONG BOTH COORDINATES.
12.GENERAL CONTRACTOR TO PROVIDE TEMPORARY
PROTECTION FOR ALL INSTALLED FINISHES AS WORK
PROGRESSES.
13.GYPSUM BOARD WALLS SHALL BE LEVEL 4 FINISH
U.N.O
14.GYPSUM BOARD CEILINGS SHALL BE LEVEL 5 FINISH
U.N.O.
15.PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN
AREAS SUBJECT TO MOISTURE (IE: TOILETS,
KITCHEN'S).
16.TYPE AND INSTALLATION REQUIREMENTS OF
SUBSTRATE FOR SPECIFIED FINISH(ES) SHALL BE
FURNISHED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND INDUSTRY STANDARDS.
17.ALL PAINT SHALL BE APPLIED IN ACCORDANCE W/ THE
MANUFACTURER'S SPECIFICATION FOR THAT
PARTICULAR SURFACE.
18.ALL WALLS SHALL RECEIVE ONE (1) PRIMER COAT &
TWO (2) TOP COATS OF PAINT MINIMUM, U.N.O.
PAINT FINISH SHALL HAVE CONSISTENT COVERAGE,
FREE OF ROLLER OR BRUSH MARKS.
19.PAINT FINISH ON SURFACES INCLUDING: DOOR
FRAMES, HANDRAILS, ELEVATOR DOORS, ETC. SHALL
BE PAINTED SEMI-GLOSS, U.N.O.
20.ALL METAL ACCESS DOORS SHALL BE PAINTED TO
MATCH ADJACENT WALL OR CEILING FINISH. ANY
GRAPHICS ON DOORS SHALL BE REMOVED AND
REAPPLIED AFTER PAINTING.
21.WALL COVERING SUB-CONTRACTOR TO SUBMIT
SEAMING MOCK-UP SAMPLES ON GYP. BOARD OF ALL
SPECIFIED WALL COVERINGS FOR APPLICATION PRIOR
TO PLACEMENT OF ORDER.
22.FLOORING SHALL MEET ALL CURRENT NON-SLIP
STANDARDS & REQUIREMENTS (WET & DRY
CONDITION) SPECIFIED BY APPLICABLE CODES &/OR
AUTHORITIES HAVING JURISDICTION OVER THE
PROJECT. CONTRACTOR SHALL PROVIDE NON-SLIP
COATINGS AS NECESSARY TO MEET THESE
REQUIREMENTS.
23.FLOORING SUB-CONTRACTORS TO SUBMIT SEAMING &
INSTALLATION DIAGRAM W/ SUBMITTAL PACKAGE.
24.CONTRACTOR TO FIELD VERIFY EXISTING CONDITION
OF FLOORS RECEIVING NEW FINISH. CONTRACTOR
SHALL INCLUDE ALL REQUIRED FLOOR PREPARATION
IN BID. PROVIDE PRICE TO FLOAT FLOOR WHERE
NECESSARY TO ACHIEVE TOLERANCE OF 1/4" MAX. IN
10'-0'' SPAN.
25.ALL CERAMIC & VINYL COMPOSITION TILES TO BE
INSTALLED W/ FULL TILE FROM TRANSITION AT DOOR &
FULL TILE FROM WALL PERPENDICULAR TO DOOR,
U.N.O.
26.G.C. TO COORDINATE THE INSTALLATION OF WALL
BASE W/ ANY MILLWORK.
27.CERAMIC, PORCELAIN, AND OR QUARRY TILE GENERAL
NOTES:
A. ALL FLOORS IN WET AREAS (IE: KITCHEN AND
TOILET ROOMS) SCHEDULED TO RECEIVED TILE,
SHALL BE WATERPROOFED TO 6" A.F.F
WITH REDGARD WATERPROOFING AND CRACK
PREVENTION MEMBRANE OR APPROVED EQUAL
PRIOR TO APPLICATION OF TILE.
B. PROVIDE SOFT JOINT ON THE INTERIOR AT A
MAXIMUM OF 25' IN EACH DIRECTION EXCEPT
WHERE EXPOSED TO DIRECT SUNLIGHT
(HEAT) OR MOISTURE A MAXIMUM OF 12' IN EACH
DIRECTION. PERIMETER JOINTS AND MOVEMENT
JOINTS ARE REQUIRED WHERE TILE WORK ABUTS
RESTRAINING SURFACES SUCH AS PERIMETER
WALLS, DISSIMILAR FLOOR FINISHES, CURBS,
COLUMNS, PIPES, CEILINGS, AND WHERE CHANGES
OCCUR IN BACKING MATERIALS, BUT NOT AT DRAIN
STRAINERS. CHANGES OF PLANE, INTERIOR
MOVEMENT JOINTS REQUIRED AT ALL INSIDE AND
OUTSIDE CORNERS.
C. ALL EXPANSION, COLD, ISOLATION CONTRACTION
AND SEISMIC JOINTS IN THE STRUCTURE SHOULD
CONTINUE THROUGH THE TILE WORK, INCLUDING
SUCH JOINTS AT VERTICAL SURFACES.
D. TILE GROUT SHALL BE SEALED W/ AQUAMIX
"SEALER'S CHOICE" OR APPROVED EQUAL.
28.AFTER CLEANING, THE CONTRACTOR SHALL PROVIDE
TWO (2) APPLICATIONS OF AN APPROVED NON-SLIP
WAX TO RESILIENT TILE FLOOR, WHICH SHALL BE
THOROUGHLY MACHINE-BUFFED & LEFT IN CONDITION
ENTIRELY ACCEPTABLE TO ARCHITECT.
31. CONTRACTOR SHALL PATCH & REPAIR ANY EXISTING
OR NEW FINISHES TO MATCH EXISTING OR NEW
FINISHES THAT ARE COMPROMISED BY THE NEW
WORK
QT
QT
27
A401
CT & PAINTED GYP. BD.
CT & FRP PANELS
OVER GYP. BD.
-
CT & FRP PANELS
OVER GYP. BD.
CT & FRP OVER
GYP. BD.
CT & FRP OVER
GYP. BD.PT
-
GYP. BD.GYPSUM BOARD
SS SOLID SURFACE
FINISH NOTES
FRP FIBER REINFORCED POLYMER
SEE INTERIOR ELEVATIONS ON SHEET A401 FOR ADDITIONAL FINISH INFORMATION
FLOORING INCLUDES 4" TALL (MINIMUM) 3/8" COVED QUARRY TILE BASE
FINISH SCHEDULE NOTES
KITCHEN HOOD UTILITY CABINET (ATTACH TO WALL WITH 5/16" x 1-1/2" SELF TAPPING
SCREWS EQUALLY SPACED (TOP & BOTTOM) TO METAL STUDS (MIN. OF 3 STUDS)23.38
20
A515
20
A515
20
A515
PROVIDE DOOR CLOSER AS REQUIRED (DOOR SHALL BE SELF CLOSING)8.05
FINAL INSPECTION AND APPROVAL ARE REQUIRED
PRIOR TO THE START OF OPERATION. THE DEPARTMENT
REQUIRES AT LEAST THREE WORKING DAYS NOTICE
PRIOR TO THE DATE OF THE FINAL INSPECTION.
BEFORE STARTING CONSTRUCTION,
A BUILDING PERMIT MUST BE OBTAINED FROM
YOUR BUILDING AND SAFETY DEPARTMENT
ANY CHANGES TO APPROVED PLAN MUST BE BROUGHT
TO YOUR PLAN CHECKERS ATTENTION
WARNING!!
IT IS MISDEMEANOR VIOLATION TO BEGIN OPERATION
WITHOUT A FINAL INSPECTION AND A VALID HEALTH
PERMIT/LICENSE. YOUR HEALTH PERMIT/LICENSE WILL
BE ISSUED BY LA COUNTY HEALTH OFFICER AT THE JOB SITE.
REMODELED AREAS OF EXISTING FOOD ESTABLISHMENT/FACILITY MUST
ALSO HAVE A FINAL INSPECTION.
COUNTY OF LOS ANGELES - DEPARTMENT OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH - PLAN CHECK PROGRAM
THE PROPOSED CONSTRUCTION/EQUIPMENT INSTALLATION IS
APPROVED: Warehouse– SR0352922
TYPE OF ESTABLISHMENT/SERVICE REQUEST#
THE APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY
LAW, ORDINANCE OR REGULATION.
APPROVED: 10/31/2023_ BY: Vicki Ngo__
DATE PLAN CHECK INSPECTOR
(SEE PLAN APPROVAL SHEET, ATTACHED)
LOS ANGELES COUNTY
DEPARTMENT OF PUBLIC HEALTH
PLAN CHECK PROGRAM
5050 COMMERCE DR
BALDWIN PARK, CA 91706
(626) 430-5560
WWW.PUBLICHEALTH.LACOUNTY.GOV/EH
SPECIALIZED SURVEILLANCE AND ENFORCEMENT BRANCH
ENVIRONMENTAL HEALTH
DEPARTMENT OF PUBLIC HEALTHwCOUNTY OF LOS ANGELES
PLAN CHECK PROGRAM - BALDWIN PARK
5050 COMMERCE DR, BALDWIN PARK, CA 91706
PHONE: (626) 430-5560
OFFICIAL PLAN REVIEW REPORT
10/02/2025DATE EHS VICKI NGO
PLAN CHECK NUMBER SR0418634
PROGRAM ELEMENT 1702 - RESTAURANT (501-1,999 SF)
OWNER / REQUESTER DANIEL FUKUMOTO, DESIGNER
DBA TATAYPA PERUVIAN KITCHEN / JORGE WONG
ADDRESS 400 S BALDWIN AVE STE FC2, ARCADIA, CA 91007
CHARGEABLE PLAN REVIEW STATUS: APPROVED
CORRECTIONS COMPLETED
DATE CORRECTEDCORRECTION CATEGORY DATE IDENTIFIED
10/01/2025WAREWASHING FACILITIES 09/04/2025
10/01/2025HANDWASHING FACILITIES 09/04/2025
10/01/2025JANITORIAL FACILITIES 09/04/2025
10/01/2025TOILET FACILITIES 09/04/2025
10/02/2025WATER SUPPLY 09/04/2025
10/02/2025WASTE WATER/PLUMBING 09/04/2025
10/01/2025EQUIPMENT/STORAGE 09/04/2025
10/01/2025VENTILATION09/04/2025
10/01/2025VERMIN EXCLUSION/ENCLOSURE 09/04/2025
ADDITIONAL REQUIREMENTS
FINAL FACILITY APPROVAL IS CONTINGENT UPON THE ON SITE INSPECTION AND APPROVAL OF THE FOOD
EQUIPMENT AND THE PREMISES.
Help us serve you better by completing a short survey. Visit our website at www.publichealth.lacounty.gov/eh.
Page 1 of 3EHS Signature
OFFICIAL PLAN REVIEW REPORT
10/02/2025DATE EHS VICKI NGO
PLAN CHECK NUMBER SR0418634
PROGRAM ELEMENT 1702 - RESTAURANT (501-1,999 SF)
OWNER / REQUESTER DANIEL FUKUMOTO, DESIGNER
DBA TATAYPA PERUVIAN KITCHEN / JORGE WONG
ADDRESS 400 S BALDWIN AVE STE FC2, ARCADIA, CA 91007
COMMENTS
PLANS ARE APPROVED. FINAL FACILITY APPROVAL IS CONTINGENT UPON THE ON SITE INSPECTION AND
APPROVAL OF THE FOOD EQUIPMENT AND THE PREMISES.
CONTACT VICKI NGO AT 626-430-5557 OR VINGO@PH.LACOUNTY.GOV TO SCHEDULE AN APPOINTMENT FOR
FINAL FIELD INSPECTION.
CALL AT LEAST 3 TO 5 WORKING DAYS PRIOR TO ARRANGE FOR A FINAL INSPECTION. A FINAL INSPECTION
SHALL BE CONDUCTED AND A PUBLIC HEALTH PERMIT OBTAINED PRIOR TO OPENING AND OPERATING THIS
FOOD ESTABLISHMENT.
THE FOLLOWING MUST BE COMPLIED WITH PRIOR TO CALLING FOR A FINAL INSPECTION:
1. ALL BUILDING AND SAFETY (MECHANICAL, PLUMBING, ELECTRICAL AND FIRE) AND OTHER ENFORCEMENT
AGENCIES FINAL INSPECTIONS MUST BE SIGNED OFF PRIOR TO HEALTH DEPARTMENT FINAL APPROVAL IF
NEEDED.
2. THE HEALTH DEPARTMENT APPROVED PLANS MUST BE AVAILABLE AT THE JOB SITE AT THE TIME OF
INSPECTION.
3. ALL UTILITIES MUST BE ON AND OPERATIONAL. HOT WATER MUST BE AT 120F AND ABOVE. ALL
REFRIGERATION UNITS MUST BE 41F AND BELOW. EXHAUST FAN MUST BE OPERATIONAL.
4. ALL FOOD AND UTENSIL RELATED EQUIPMENT SHALL HAVE AN ANSI CERTIFICATION.
THE FOLLOWING DOCUMENTS MUST BE PROVIDED AT THE TIME OF FINAL INSPECTION:
1. BUILDING AND SAFETY FIELD CARD WITH FINAL SIGNATURES.
2. SELLER'S PERMIT
3. BUSINESS LICENSE
4. OWNER INFORMATION (DRIVER LICENSE FOR INDIVIDUAL OWNER, ARTICLES OF INCORPORATION AND EIN FOR
CORPORATION).
5. PUBLIC HEALTH PERMIT APPLICATION
IF CONSTRUCTION IS NOT COMPLETED WITHIN TWELVE (12) MONTHS FROM THE DATE OF APPROVAL, NEW PLAN
SUBMISSION AND APPROVAL SHALL BE REQUIRED.
ONE SET OF HEALTH DEPARTMENT APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES DURING
CONSTRUCTION.
ANY CHANGES TO THE APPROVED PLANS MUST BE BROUGHT TO THE PLAN CHECKERS ATTENTION
Help us serve you better by completing a short survey. Visit our website at www.publichealth.lacounty.gov/eh.
Page 2 of 3EHS Signature
OFFICIAL PLAN REVIEW REPORT
10/02/2025DATE EHS VICKI NGO
PLAN CHECK NUMBER SR0418634
PROGRAM ELEMENT 1702 - RESTAURANT (501-1,999 SF)
OWNER / REQUESTER DANIEL FUKUMOTO, DESIGNER
DBA TATAYPA PERUVIAN KITCHEN / JORGE WONG
ADDRESS 400 S BALDWIN AVE STE FC2, ARCADIA, CA 91007
DISCLOSURES
Prior to construction and approval from the Los Angeles County Department of Public Health Environmental Health Division
(DPH-EH) Plan Check Program, final inspections must be obtained from Building and Safety (mechanical, plumbing, electrical)
and all other enforcement agencies.
Failure to obtain a Public Health Permit/ License prior to operation of the facility/establishment is a misdemeanor violation.
Construction of the food facility/ establishment must be completed and approved within twelve (12) months from the date of
approval to avoid submitting new plans.
A copy of the approved plans must be available at the time of the field construction review.
All utilities must be on and operational at the time of the field construction review.
Please contact your plan check inspector at least 3 days prior to the field construction review.
Two field inspections will be covered under the Plan Check fees assessed upon plan submission.
A charge will be assessed for each subsequent field construction review.
Help us serve you better by completing a short survey. Visit our website at www.publichealth.lacounty.gov/eh.
Page 3 of 3EHS Signature