HomeMy WebLinkAbout1107 S Baldwin Ave #B - 2025 - Japan MartX#.#
X
X-#
Water ClosetWC
WD Wood
TypicalTYP
Top Of CurbTC
TW Top Of Wall
Top of Paraphet
Top Of GradeTG
TOP
RD Roof Drain
SCH Schedule
Specification
Similar
SheetSHT
SIM
SPEC
RM Room
RequiredREQ'D
STRUCTStructural
HeightHT
Property LinePL
MTL
MECH Mechanical
Metal
Not To Scale
Natural GradeNG
NTS
On CenterOC
LWC Light Weight Concrete
Air ConditioningHVAC
WIC Walk In Closet
GRID LINES
DETAIL REFERENCE
WINDOW
DOOR
SECTION CUT
INTERIOR ELEVATION REF.
DETAIL ENLARGEMENT REF.
DETAIL REFERENCE
REVISION NUMBER
SMOKE DETECTOR
NOTE REFERENCE
FAN
OUTLET W/GROUND-FAULT
CIRCUIT-INTERRUPTER
DUPLEX RECEPTACLE OUTLET
"HALF-HOT" OUTLET
SPLIT-WIRED RECEPTACLE
THREE-WAY SWITCH
SINGLE-POLE SWITCH
CEILING MOUNTED
JUNCTION BOX
COMPUTER DATA OUTLET
TELEVISION / CABLE OUTLET
INCANDESCENT LIGHTING
CEILING MOUNTED
INCANDESCENT LIGHTING
WALL MOUNTED
FLUORESCENT LIGHTING
CEILING RECESSED
TELEPHONE OUTLET
AluminumAL
BLDG
BALC Balcony
Building
CONC Concrete
Double
ContinuousCONT
DBL
CLR
CLO
CLG
CL Center Line
Ceiling
Closet
Clear
Down Spout
DownDN
DS
DIM Dimension
FL Floor
Face of Wall (Finish)
Face of StudFOS
FOW
GEN
GYP Gypsum Board
General
Fire Extinguisher
Foot or FeetFT
FX
FG
FF
FD
EXT Exterior
Floor Drain
Finish Floor
Finish Grade
Fire Hose Cabinet
Fire HydrantFH
FHC
EXIST
EQ Equal
Existing
Elevation
Electrical
DrawingDWG
ELEC
ELEV
Square FeetSF
xx
xx
SD
TV
S3
S
J
GFI
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
COVER
SHEET
G000
SHEET INDEXPROJECT DATA
VICINITY MAP
JAPAN MART
SUBMITTAL LOG
ZONING NOTES LEGAL DESCRIPTION
PUBLIC WORKS NOTES CONSTRUCTION NOTES
1107 S. BALDWIN AVE., UNIT B
ARCADIA, CA 91007
LEGEND
BUILDING CODE
SITE
CONSULTANTS
1. 1. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT
INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT
PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS
DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC
IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW
CONCRETE SIDEWALK, CURB AND GUTTER,
AND ALLEY/STREET PAVEMENT WILL BE REQUIRED.
ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED
SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX,
SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE
REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY
OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID
DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE
MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR.
CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF
WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP
WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED
PORTION OF THE PUBLIC RIGHT OF WAY.
1. CONTRACTOR TO PROVIDE PAINT/COLOR SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR PAINTING.
2. CONTRACTOR TO PROVIDE STAIR SHOP DRAWINGS FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
3. CONTRACTOR TO PROVIDE GUARDRAIL/HANDRAIL SHOP
DRAWINGS FOR ARCHITECT/OWNER'S APPROVAL PRIOR
INSTALLATION.
4. CONTRACTOR TO PROVIDE ROOFING SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
5. CONTRACTOR TO PROVIDE DOOR/WINDOW SHOP DRAWINGS FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
6. CONTRACTOR TO PROVIDE LIGHT SWITCH SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
7. CONTRACTOR TO PROVIDE TILE SAMPLE FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
8. CONTRACTOR TO PROVIDE CABINET SHOP DRAWINGS FOR
ARCHITECT/OWNER'S APPROVAL PRIOR INSTALLATION.
1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER
FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND
PERMITS.
2. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND
HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42
INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN
THE REQUIRED FROM SETBACK AREA(S)
3. ALL SETBACKS SHALL BE MEASURED FROM PROPERTY LINE TO FACE
OF FINISH.
DEFERRED SUBMITTAL
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR
ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN
CHECK OR APPROVAL BY THE CITY.
1. ANSUL SYSTEM OF TYPE I HOOD
2. FIRE SUPRESSION SYSTEM
3. STOREFRONT SIGNAGE
APPLICABLE CODES:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ENERGY CODE
CALIFORNIA BUILDING STANDARDS CODE (TITLE 24)12
CALIFORNIA RETAIL FOOD CODE (CAL CODE)45
PROJECT DESCRIPTION
ADDRESS
ASSESSOR'S PARCEL NUMBER
OWNER NAME
OWNER ADDRESS
OWNER CONTACT & PHONE #
CONSTRUCTION TYPE
NUMBER OF STORIES
EXISTING BUILDING HEIGHT
PROPOSED SETBACKS
REAR SETBACK
SIDE SETBACK
OCCUPANCY
FIRE SPRINKLERS
LOT AREA
PARKING SPACE
TENANT IMPROVEMENT
3,770 SF MINI MARKET FEATURING A RETAIL
AREA, A POP-UP SHOP SPACE, A SMALL
SEATING AREA, A RESTROOM, STORAGE, A
KITCHEN, A DRINK BAR,AND A SERVICE
COUNTER FOR FAST FOOD ORDERS AND
PICKUP.
1107 S. BALDWIN AVE., UNIT B
ARCADIA, CA 91007
5783-008-045
EMPIRE ELEPHANT USA
25 E FOOTHILL BLVD.,
ARCADIA, CA 91006
ALAN PUN -(626)895-5780
V-A
1
24'-0" FT. MAX. MEASURED FROM E.G.
(E) NO CHANGE
(E) NO CHANGE
(E) NO CHANGE
B & M
SPRINKLED (EXISTING)
EXISTING NO CHANGE
EXISTING NO CHANGE
TAG DESIGN WORKS
ARCHITECT:
JOHNNY LU, AIA, LEED AP, C30396
PROJECT MANAGER:
WING HO, ASSOC. AIA, LEED AP
411 E. HUNTINGTON DR., SUITE 308
ARCADIA, CA 91006
T: 626.446.5300
EMAIL: WHO@TAGDESIGNWORKS.COM
MEP ENGINEER
MWQ ENGINEERING
MOTAZ QUDAH, PE
5UPPER NEWPORT PLAZA DR,
SUITE #202
T: 562 413 9495
EMAIL: MOTAZ@MWQENG.COM
STRUCTURAL ENGINEER
WPH ENGINEERING LLC.
STRUCTURAL DESIGN CONSULTANTS
411 HUNTINGTON DR SUITE #313,
ARCADIA, CA 91006
T: 562.277.5649
EMAIL: WPH@WPHENGINEERING.COM
*TR=PARCEL MAP AS PER BK 102 P 23 OF P M LOT 1
SHEET NUMBER SHEET NAME
00-GENERAL
G000 COVER SHEET
G101 FIRE, LIFESAFETY AND CODE SIGNAGE PLAN
G201 GENERAL NOTES
G301A CALIFORNIA GREEN CHECKLIST
G301B CALIFORNIA GREEN CHECKLIST
G301C CALIFORNIA GREEN CHECKLIST
G401 ACCESSIBILITY NOTES
G403 ACCESSIBILITY DETAILS
G404 ACCESSIBILITY DETAILS
G501 SPECIFICATIONS
G502 SPECIFICATIONS
G503 SPECIFICATIONS
G504 SPECIFICATIONS
G505 SPECIFICATIONS
01-ARCH
.AD101 DEMOLITION PLANS
.AD102 DEMOLITION PLANS
.AS101 SITE PLAN
A101 FLOOR PLAN
A102 REFLECTED CEILING PLAN
A103 ROOF PLAN
A301 BUILDING SECTIONS
A401 INTERIOR ELEVATIONS
A402 INTERIOR ELEVATIONS
A403 INTERIOR ELEVATIONS
A404 INTERIOR ELEVATIONS
A405 EXTERIOR ELEVATIONS
A406 INTERIOR DETAILS
A510 INTERIOR PARTITION FRAMING DETAILS
A511 INTERIOR PARTITION TYPES AND DETAILS
A515 TYPICAL CEILING DETAILS
A601 DOOR SCHEDULES & DETAILS
A701 ENLARGED TOILET ROOM PLAN AND ELEVATIONS
A801 3D PERSPECTIVES (FOR REFERNACE ONLY)
A802 3D PERSPECTIVE (FOR REFERANCE ONLY)
A803 3D PERSPECTIVE (FOR REFERANCE ONLY)
FS101 EQUIPMENT PLAN AND SCHEDULE
01.1- WALK-IN FRIDGE
1 OF 4 WALK-IN FRIDGE SHOP DRAWING
2 OF 4 WALK-IN FRIDGE SHOP DRAWING
3 OF 4 WALK-IN FRIDGE SHOP DRAWING
4 OF 4 WALK-IN FRIDGE SHOP DRAWING
02-STRUCT
S0.1 GENERAL NOTES
S1.0 FOUNDATION & ROOF/CEILING PLANS
S2.0 ROOF FRAMING PLAN
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
03-MECH
M-00 MECHANICAL LEAD SHEET
M-01 MECHANICAL PLANS
M-02 GREASE HOOD DETAILS
M-03 GREASE HOOD DETAILS
M-04 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 GREASE HOOD DETAILS
M-12 GREASE HOOD DETAILS
M-13 ENERGY COMPLIANCE FORMS
M-14 ENERGY COMPLIANCE FORMS
M-15 ENERGY COMPLIANCE FORMS
04-PLUMB
P-00 PLUMBING LEAD SHEET
P-01 PLUMBING SITE PLAN
P-02 PLUMBING FLOOR PLAN-WATER AND GAS
P-03 PLUMBING FLOOR PLAN - SANITARY SEWER AND VENT
P-04 PLUMBING ROOF PLAN
05-ELEC
E0.0 ELECTRICAL SYMBOLS AND LEGENDS
E1.0 ELECTRICAL POWER PLANS
E2.0 LIGHTING PLAN
E3.0 ONE LINE DIAGRAM AND LIGHTING SCHEDULE
E4.0 PANEL SCHEDULES
E5.0 EMERGENCY LIGHTING PHOTOMETRIC
E6.0 TITLE 24
09/25/2025 BUILDING AND SAFETY (1ST) PLAN CHECK
09/25/2025 HEALTH DEPARTMENT (1ST) PLAN CHECK
11/03/2025 BUILDING AND SAFETY (1ST) PLAN CHECK
11/03/2025 HEALTH DEPARTMENT (1ST) PLAN CHECK
OCCUPANT LOAD
OCCUPANT LOAD CALCULATION PER TABLE 1004.5
ROOM #
ROOM NAME AREA OCC.
LOAD OCC.
FACTOR OCC. LOAD
RETAIL
1 ENTRY LOBBY 247 SF M 60 5
2 SEATING 100 SF A 15 8
6 KITCHEN 616 SF B 200 4
7 SUSHI PREP. AREA 234 SF B 200 2
8 WALK-IN FRIDGE 205 SF B - 0
9 RETAIL 823 SF B 60 14
10 TOILET 65 SF B - 0
11 TOILET 64 SF B - 0
12 OFFICE/STORAGE 241 SF B 150 2
13 POP-UP 289 SF M 60 5
2885 SF 40
CAFE
3 WAITING 245 SF A 15 19
4 GRAM BAR 177 SF B 200 1
5 SERVICE COUNTER 151 SF B 200 1
573 SF 21
SPECIAL INSPECTION AND QUALITY ASSURANCE
SEE SHEET S0.1 GENERAL NOTES "SPECIAL INSPECTION AND QUALITY
ASSURANCE" SECTION AND ALSO SEE THE SPECIAL INSPECTION TABLE
UNDER "STATEMENT OF SPECIAL INSPECTION".
WH
A
B
C
D
C
L
R
ø
5
'
-
0
"CLR
ø 5' - 0"
CLR
ø 5' - 0"
234 SF
SUSHI PREP.
AREA
7
205 SF
WALK-IN
FRIDGE
8
616 SF
KITCHEN
6
241 SF
OFFICE/STORAGE
12
65 SF
TOILET
10
64 SF
TOILET
11
100 SF
SEATING
2
245 SF
WAITING
3
247 SF
ENTRY LOBBY
1
823 SF
RETAIL
9
289 SF
POP-UP
13
151 SF
SERVICE
COUNTER
5
177 SF
GRAM BAR
4
2' - 0"
B-CAFE
778 SF
OCC LOAD= 21
M-RETAIL
2,680 SF
OCC LOAD= 40
1
0
4
'
D
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'
<
4
5
'
45
'
EX
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=
8
8
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F
T
EGRESS TRAVEL DISTANCE =45 FT
ACCESSIBLE CHECKOUT
COUNTER. TOP OF
COUNTER SHALL BE 34"
MAX AF.F.,
ACCESSIBLE CHECKOUT
COUNTER. TOP OF
COUNTER SHALL BE 34"
MAX AF.F.,
EXIT #2 -6'-0" OPENING
20 OCCUPANTS
360 MAXIMUM OCCUPANTS
EXIT #1 -3'-0" OPENING
24 OCCUPANTS
180 MAXIMUM OCCUPANTS
EGRESS TRAVEL
DISTANCE =46 FT
EXIT #3 -3'-0" OPENING
16 OCCUPANTS
180 MAXIMUM OCCUPANTS
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
30"x48"
30"x48"
30
"
x
4
8
"
FIRE
EXTINGUISHER
ADA SEATING
ADA SEATING
..
.
EGRESS TRAVEL
DISTANCE =60 FT
EXIT
EX
I
T
EXIT
4'
-
3
1
/
2
"
30
"
x
4
8
"
ADA SEATING
4' - 0"4' - 0"
5'
- 0"
30"x48"
30
"
x
4
8
"
30
"
x
4
8
"
30
"
x
4
8
"
4' - 0"
3'
-
8
1
/
2
"
4'
-
8
1
/
2
"
4'
-
5
"
4' - 8 1/2"
312
INDICATES 5'-0" CLEAR TURN AROUND SPACE FOR
ACCESSIBILITY
INDICATES 36" WIDE PATH OF TRAVEL EXIT ROUTE
PORTABLE FIRE EXTINGUISHER WITH A MINIMUM RATING OF
2A:10B:C
GC SHALL VERIFY TYPE AND EXACT LOCATION WITH FIRE
MARSHAL
EXIT ILLUMINATED EXIT LIGHT W/ BATTERY BACK UP -REFER TO
ELECTRICAL DRAWINGS FOR MORE DETAILS AND TO
REFLECTED CEILING PLAN FOR ADDITIONAL DIRECTIONAL
EXIT SIGNS
1 HR RATED WALL
1/4" = 1'-0"1EGRESS PLAN
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
FIRE,
LIFESAFETY
AND CODE
SIGNAGE
PLAN
G101
REQUIRED: (B + M MIX):
ONE MEN’S (1 WC, 1 LAV.) AND ONE WOMEN’S (1 WC, 1 LAV.)
(1) SERVICE SINK (JANITOR’S CLOSET)
(1) DRINKING FOUNTAIN OR BOTTLED WATER DISPENSER
PROVIDED :
(2) ACCESSIBLE SINGLE OCCUPANT UNISEX FACILITY WITH TOTAL OF (2WC,2LAV& 1
RINALS)
(1) DRINKING FOUTAINS AND (1)SERVICE SINK
PLUMBING FIXTURES CALCULATION (2022 CPC CHAPTER 4)
CAFE: (BUSINESS)
SERVICE COUNTER 151SF/200=1
WATING 245SF/15=17
KITCHEN AREA 117SF/50=3
21/2=11 MAN/11 WOMEN
RETAIL:
SETTING 100SF/30=4
KITCHEN AREA (F): 616+234/ 50 =17
STORAGE: 205SF / 4000 = 1
OFFICE:241 SF/150= 2
RETAIL:247SF+823SF+289SF/ 100= 14
TOTAL OCCUPANT LOAD: 38 = 19 MEN / 19 WOMEN
* PER 2022 CALIFORNIA PLUMBING CODE 422.2 EXCEPTION #3:
IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50
OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED
FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE
BY BOTH SEXES.
** CPC 2022 415.2 DRINKING FOUNTAIN ALTERNATIVES
WHERE FOOD IS CONSUMED INDOORS, WATER STATIONS SHALL BE PERMITTED TO BE
SUBSTITUTED FOR DRINKING FOUNTAINS. BOTTLE FILLING STATIONS SHALL BE
PERMITTED TO BE SUBSTITUTED FOR DRINKING FOUNTAINS UP TO 50 PERCENT OF
THE REQUIREMENTS FOR DRINKING FOUNTAINS. DRINKING FOUNTAINS SHALL NOT BE
REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS.
PLUMBING FIXTURES CALCULATIONS
*M RETAIL V-A 56,000
*B CAFE V-A 72,000 WITHOUT AREA INCREASE
OCCU.
TYPE FUNCTION BUILDING
TYPE
MAX. AREA
ALLOWED NOTE
TABLE 506.2: ALLOWABLE AREA FACTOR
*M RETAIL V-A 50FT
*B CAFE V-A 50 FT WITHOUT AREA INCREASE
OCCU.
TYPE FUNCTION CONST.
TYPE
MAX. H.T.
ALLOWED NOTE
TABLE 504.3: ALLOWABLE BUILDING HEGIHT
*M RETAIL V-A 3
*B CAFE V-A 3 WITHOUT AREA INCREASE
OCCU.
TYPE FUNCTION CONST. TYPE
MAX. STORY
ALLOWED NOTE
TABLE 504.4 - ALLOWABLE NUMBER OF STORIES
*PER CBC 303.1.1 SMALL BUILDINGS AND TENANT SPACES, A BUILDING OR TENANT
SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN
50 PERSONS SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY.
BUILDING AREA AND H.T. ANALYSIS (CBC 506)
BUILDING AREA = 1,213 + 690 SF COVERED PATIO = 1,903 SF < 72,000 ALLOWED
OCCUPANT LOAD CALCULATION PER TABLE 1004.5
ROOM #
ROOM NAME AREA OCC.
LOAD OCC.
FACTOR OCC. LOAD
RETAIL
1 ENTRY LOBBY 247 SF M 60 5
2 SEATING 100 SF A 15 8
6 KITCHEN 616 SF B 200 4
7 SUSHI PREP. AREA 234 SF B 200 2
8 WALK-IN FRIDGE 205 SF B - 0
9 RETAIL 823 SF B 60 14
10 TOILET 65 SF B - 0
11 TOILET 64 SF B - 0
12 OFFICE/STORAGE 241 SF B 150 2
13 POP-UP 289 SF M 60 5
2885 SF 40
CAFE
3 WAITING 245 SF A 15 19
4 GRAM BAR 177 SF B 200 1
5 SERVICE COUNTER 151 SF B 200 1
573 SF 21
LEGEND
-
-
OFFICE
-
-
999
000 SF
01
A
2
A-3
PH-00
-
-
A
-
-
-
-
-
-
--
7.05
-
-
-
-
18
A999
-
-
-
SECTION NUMBER
SHEET NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
ELEVATION NUMBER
ROOM TAG
FIRE EXTINGUISHER IN
RECESSED CABINET
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
CEILING TYPE AND CEILING HEIGHT
WINDOW NUMBER
-
ANNOTATION SYMBOLS
DA
HS
VCR
J
J
SAK
v
SD
T
P
M
M
M
WAP
CAM
CR
FLOOR WALL
DURESS ALARM SWITCH WALL MOUNTED
HORN / STROBE
DOOR BELL
VIDEO RECORDER
SECURITY ALARM KEYPAD
SMOKE DETECTOR
JUNCTION BOX IN WALL
JUNCTION BOX ABOVE CEILING
AUDIBLE ALARM
VISUAL ALARM
EXHAUST FAN
CARD READER
THERMOSTAT
PANIC BUTTON
MOTION SENSOR IN WALL
MONITOR
MOTION SENSOR ON CEILING
CAMERA WITH DATA OUTLET
WIRELESS ACCESS POINT WITH DATA OUTLET
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
DEDICATED QUADRUPLEX ELECTRICAL OUTLET
d.d.
d.d.
RECESSED ELECTRICAL PANEL
V
ELECTRICAL LEGEND
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.
MATERIAL LEGEND
SUSPENDED TILE CEILING AND GRID
CEILING ACCESS PANEL
DUPLEX RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
QUAD RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
JUNCTION BOX
CEILING MOUNTED LIGHT
SPRINKLER HEAD
CEILING FAN
SMOKE DETECTOR
EXIT SIGN
EMERGENCY LIGHT
2x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
SPRINKLER RISER
GAS METER
1x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
STRIP LIGHT FIXTURE-SEE ELECTRICAL PLAN
CARBON MONOXIDE DETECTOR
RECESSED LIGHT FIXTURE
SUPPLY AIR GRILLE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
WALL MOUNTED LIGHT FIXTURE
UNIT PANELBOARD, FLUSH MOUNTED, RATED AS NOTED
DATA OUTLET
TELEVISION OUTLET
VOICE & DATA OUTLET
J
C
F
S
TYPICAL PLAN SYMBOLS (DEMOLITION)
SUSPENDED TILE CEILING AND GRID
CEILING ACCESS PANEL
DUPLEX RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
QUAD RECEPTACLE, 20A, 125V UNLESS NOTED OTHERWISE
JUNCTION BOX
CEILING MOUNTED, PENDANT LIGHT
SPRINKLER HEAD
CEILING FAN
SMOKE DETECTOR
EXIT SIGN
EMERGENCY LIGHT
2x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
SPRINKLER RISER
GAS METER
1x4 LIGHT FIXTURE-SEE ELECTRICAL PLAN
STRIP LIGHT FIXTURE-SEE ELECTRICAL PLAN
CARBON MONOXIDE DETECTOR
RECESSED LIGHT FIXTURE
SUPPLY AIR GRILLE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
WALL MOUNTED LIGHT FIXTURE
UNIT PANELBOARD, FLUSH MOUNTED, RATED AS NOTED
DATA OUTLET
TELEVISION OUTLET
VOICE & DATA OUTLET
GYPSUM BOARD CEILING
J
C
F
S
TYPICAL PLAN SYMBOLS (NEW)
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. 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.
A. 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.
GENERAL NOTES
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.
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.
E. 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.
LEGEND
RENEWAL
DATE
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JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
GENERAL
NOTES
G201
RENEWAL
DATE
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JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
CALIFORNIA
GREEN
CHECKLIST
G301A
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
CALIFORNIA
GREEN
CHECKLIST
G301B
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
CALIFORNIA
GREEN
CHECKLIST
G301C
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
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)
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.
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
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
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
RENEWAL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
ACCESSIBILITY
NOTES
G401
HANDICAPPED BLUE
COLOR, BACKGROUND
#15090 FED. STD. 595C OR EQ.
WHITE HIGHWAY PAINT 2
COATS, 3" WIDE TYP.
5"
(
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3'
-
0
"
(
P
A
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K
I
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)
5" (BUILDING ENTRANCE SIGNAGE)
3' - 0" (PARKING)
6'-8" MIN.
NOTES:
1. SIGN TO BE REFLECTORIZED PORCELAIN STEEL.
2. BOTTOM OF SIGN TO BE +60" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE OR, +
80"
ABOVE FINISHED SURFACE WHEN LOCATED IN THE PATH OF TRAVEL.
3. SIGN TO CONFORM TO ALL CURRENT, FEDERAL, STATE, LOCAL CODES AND / OR
REGULATIONS.
4. ARROW SHALL POINT IN THE DIRECTION OF THE PATH OF TRAVEL
1/2" RADIUS
TYPICAL
WHITE ON BLUE
BACKGROUND
2" DIA. GALV.
POLE
12" (MIN.)
12
"
(
M
I
N
.
)
6'-8" MIN.
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING PLACARDS OR
SPECIAL LICENSE PLATES
ISSUED FOR PERSONS WITH
DISABILITIES WILL BE TOWED
AWAY AT THE OWNER'S
EXPENSE.
TOWED VEHICLES
MAY BE RECLAIMED AT:
NOTES:
1. SIGN TO BE REFLECTORIZED
PORCELAIN STEEL WITH BEADED
TEXT
2. BOTTOM OF SIGN TO BE +60"
MINIMUM ABOVE FINISH FLOOR OR
GROUND SURFACE OR, +80" ABOVE
FINISHED SURFACE WHEN LOCATED
IN THE PATH OF TRAVEL.
3. SIGN TO CONFORM TO ALL
CURRENT, FEDERAL, STATE, LOCAL
CODES AND / OR REGULATIONS.
4. SIGN TO BE PROVIDED AT ALL ENTRY
DRIVEWAYS
5. CITY OF XX POLICE DEPARTMENT OR
BY CALLING: (XXX) XXX-XXXX. SIGN
LETTERING SHALL BE NOT LESS
THAN 1" IN HEIGHT(REFER TO NOTE #5)
2" DIA.
GALV. POLE
24" RECOMMENDED
17" (MIN.)
24
"
R
E
C
O
M
M
E
N
E
D
E
D
22
"
(
M
I
N
.
)
EQUAL
TYP.
EQUAL
TYP.
(E) 9'-0"
STANDARD STALL 5'-0"3'-0"2'
-0"
18
'
-0"
36"36
"
EQUAL
TYP.
EQUAL
TYP.
(E) 9'-0"
STANDARD STALLTYP.RA MP DO WN
RA
MP
DO
WN
NO
PARKING
(E) 4" WIDE,
PAINTED
BLUE
STRIPES
(E) 12" HIGH
LETTERING
INDICATING "NO
PARKING," PAINTED
TRAFFIC WHITE
(E) 4'-0" LONG
CONCRETE
WHEEL STOP (TYP.)
NOTE:
SLOPE OF PARKING STALL AND
ADJACENT ACCESSIBLE AISLE
NOT TO EXCEED 2% SLOPE
IN ANY DIRECTION
(E) 4" WIDE, PAINTED
BLUE STRIPE
SEE SITE PLAN FOR STALL(S)
CONFIGURATION.
4'-4" MIN.
4'
-
0
"
M
I
N
.
A
L
ES
S
T
H
A
N
6
0
"
W
ID
E
6
0
"
MI
N.
6 0 " M I N .
6 0 " M I N .
6 0 " MI N.
6 0 " M I N .
2 0 0' M A X
2 0 0 ' M AX
2 0 0 ' M A X
4 0 0 ' M A X
6
0
"
M
IN
.
60"
M
IN
.
60"
M
IN
.
PASSING
SPACE (2%
MAX
CROSS-SLOPE)
LEVEL REST
AREA (2%
MAX SLOPE
IN ANY
DIRECTION)
4 8 " M I N .
4
8
"
M
I
N
.
LESS THAN
60" WIDE
2
%
M
A
X
5% M A X
5% M AX
LEVEL TURNING
AREA (2%
MAX SLOPE IN ANY
DIRECTION)
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
G
A
F
E
D
C
B
C
-
RAMP WITH TURNING PLATFORM
CURB RAMPS
RAMP WITH INTERMEDIATE SWITCHBACK PLATFORM
STRAIGHT RAMP RUN
HANDRAIL AT RAMPS
RAMP SECTION
TRUNCATED DOMES
MI
N
.
48"
3'
-0"
12"
36
"
12"
4"MA X.
30
"
43
"
36
"
36
"
48" MIN.
48" MIN. WIDTH
LANDING RAMP LANDING
27
"
M
A
X
.
27
"
M
A
X
.
2.35"
.6
5
"
M
I
N
.
2.
3
5
"
.
48"60"
48
"
6'-6"
48"
3'
-0"
3'
-0"
4'-0"
3'
-0"
3'
-0"
60" MIN.
72" MIN.
72" MIN.
72" MIN.
72" MIN.60" MIN.
72" MIN.
DN
.
MIN.
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.)
TO
F
I
N
I
S
H
F
L
O
O
R
HANDRAILS MUST EXTEND A MINIMUM OF12" OF LEVEL DISTANCE (PARALLEL TOLANDING SURFACE) BEYOND TOP AND
BOTTOM OF THE RAMP ENDS THE RAMP
ENDS BEFORE THEY ARE RETURNED
GUARD RAIL IN
ACCORDANCE
WITH CBC 1015
VARIES
(30' MAX.)
60" MIN.
30"
MAX.
RISE
(TYP.)
AT LEAST AS
WIDE AS RAMP RUN
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
24" MIN. OF
STRAIGHT
CURB
INTERMEDIATE
TURNING POSITION
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.)
ADJACENT HAZARD
0.2"
TOP DIAMETER
0.45" -0.47" MAX
BOTTOM DIAMETER
0.9" -0.92" MAX
PLAN VIEW
ENLARGED
ELEVATION VIEW
DN
.
DN
.
PLTR.PLTR.
DN.
TYP.
MI
N
.
MIN.
2%
S
L
O
P
E
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.
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.
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)
1:10
MAX.
SLOP
E
(TYPI
CAL)
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
C
B
A
27
"
M
A
X
.
30° MAX.30° MAX.
.
1
1
/
2
M
I
N
12"
TW + 12" MIN.36
"
12" MIN.
12"
TW + 12" MIN.
36
"
12" MIN.
27
"
M
A
X
.
1-1/4" MAX.1-1/4" MAX.
TW
TW
2 1/4 MAX2 1/4 MAX1 1/2 MIN -2 MAX
1 1/2
12"12" MIN.
TO
F
I
N
I
S
H
F
L
O
O
R
HANDRAIL EXTENSIONS AT STAIRWAY
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 = TREAD WIDTH
TO
F
I
N
I
S
H
F
L
O
O
R
TOP LANDING
1-1/2"TO 1-1/2"
1-1/4"
3" MAX.
18
"
M
I
N
.
1
1
/
2
"
MI
N
.
NON-CIRCULAR CROSS SECTION
CLEARANCE & GRIPPING SURFACES
CIRCULAR CROSS SECTION
4-6 1/4 PERIMETER
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.
B A
VAN STALL STANDARD STALL
VAN ACCESSIBLE
5'-0"
18
'
-0"
MI
N
.
12'-0"9'-0"
4'
-0"
MI
N
.
CL
R
.
1'
-0"
VE
H
I
C
L
E
OV
E
R
H
A
N
G
1'
-6"
1'-0"
1'
-6"3'-0"TYP.EV
CHARGING
ONLY
EV
CHARGING
ONLY
ACCESSIBLE ROUTE
CLEAR FLOOR SPACE
EV CHARGER
STANDARD ACCESSIBLE
EVCS
EVCS NOT REGULATED
BY SECTION 11B-812VAN
ACCESSIBLE
EVCS
ACCESSIBLE ROUTE
NO
PARKI
NG
12" HIGH LETTERING INDICATING "NO
PARKING," PAINT 2 COATS TRAFFIC WHITE
12" HIGH LETTERING INDICATING "EV
CHARGING ONLY," PAINT 2 COATS TRAFFIC WHITE
EQUIPMENT
SPACE
1-1/2" RADIUS
TYPICAL
RED ON WHITE
BACKGROUND
"P" SHALL BE
BLACK
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 ACCESSIBLE
SIGN WHERE
APPLICABLE
ELECTRIC VEHICLE
CHARGING SIGN
1/2" RADIUS
TYPICAL
ELETCRIC VEHICLE CHARGING PARKING STALLELETCRIC VEHICLE CHARGING SIGN
E
F B
A
B
C
48" MIN.
48
"
M
A
X
.
15
"
MI
N
.
48
"
15
"
M
I
N
.
48"
30
"
M
I
N
.
1/
4
"
MA
X
.
48" MIN. CLR.
1/
2 "MA X.
1/
4
"
MA
X
.
1/
4
"
MA
X
.
30"
48
"
30"10"
MA
X.
2
1
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.
HIGH FORWARD
REACH LIMITS
CLEAR FLOOR
SPACE -FRONT APPROACH SIDEWALK OBSTRUCTIONS
LEVEL CHANGES
CURB (TYP.)
STREET (TYP.)
SIDEWALK
HIGH AND LOW
SIDE REACH LIMITS
CLEAR FLOOR SPACE
PARALLEL APPROACH
80
"
MI
N
.
27
"
MA
X
.
4"
MAX.
D A
X
NOTES:
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.
48"
30
"
M
I
N
.
48"
Y
Z Z
X
34
"
M
A
X
.
30"24" MAX.
46
"
M
A
X
.
MAXIMUM FORWARD REACH
OVER AN OBSTRUCTION MAXIMUM SIDE REACH
B
D
E
F
A
C
18" MIN.
12" MIN.
48
"
M
I
N
I
M
U
M
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
48
"
M
I
N
I
M
U
M
48
"
M
I
N
I
M
U
M
12" MIN.
1/
2
"
60
"
M
I
N
I
M
U
M
48" MINIMUM
54" PREFERRED
LEVER,
LOOPED
AND PUSH
BAR DOOR
HARDWARE
10" MIN.
BOTTOM
RAIL
RUBBER BUMPER
ON CHAIR
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
PROVIDE THIS
ADDITIONAL SPACE IF
DOOR IS EQUIPPED WITH
BOTH A LATCH AND A
CLOSER
DOOR HARDWARE & MOUNTING HEIGHTS
THRESHOLD
TRANSITION BETWEEN FLOOR FINISHES
VESTIBULES / TWO DOORS IN SERIES
TYPICAL DOOR ELEVATION HEIGHTS
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%
TYPICAL DOOR LANDING CLEARANCES
2 1
1/2" MAX.
1/4" MAX.
GROUT BELOW THRESHOLD
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
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.
64
"
43
"
42
"
38
"
F.F.
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
6'-8" MIN.
PARKING
ONLY
MINIMUM
FINE $250
VAN ACCESSIBLE
NOTES:
1. SIGN TO BE REFLECTORIZED WITH AN AREA OF THE SIGN(S) IS NOT
SMALLER THAN 70 SQUARE INCHES
2. SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE
3. BOTTOM OF SIGN TO BE +60" MINIMUM ABOVE FINISH FLOOR OR
GROUND SURFAQCE OR, +80" ABOVE FINISHED SURFACE WHEN
LOCATED IN THE PATH OF TRAVEL
4. SIGN TO CONFORM TO ALL
CURRENT, FEDERAL, STATE, LOCAL
CODES AND / OR REGULATIONS
5. SIGN TO BE PROVIDED AT ALL PARKING SPACES RESERVED FOR
PERSONS WITH DISABILITIES
WHITE ON BLUE
BACKGROUND
TYPICAL
1/2" RADIUS
TYPICAL
VAN
ACCESSIBLE
SIGN WHERE
APPLICABLE
2" DIA. GALV. POLE
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
N
S
T
I
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U
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T
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O
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I
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I
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A
L
A
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D
U
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P
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B
L
I
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H
E
D
W
O
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O
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
ACCESSIBILITY
DETAILS
G403
3/4" = 1'-0"1ACCESSIBLE SYMBOL
1/8" = 1'-0"2
ACCESSIBLE PATH OF
TRAVEL
1/8" = 1'-0"3
UNAUTHORIZED VEHICLE
WARNING SIGNS
1/8" = 1'-0"4ACCESSIBLE PARKING STALL
1" = 10'-0"5PASSING SPACES
1" = 10'-0"6
GENERAL RAMP
REQUIREMENTS
1" = 10'-0"7STAIR DETAILS
1" = 10'-0"8
ELECTRIC VEHICLCLE
CHARGING PARKING STALL &
SIGNAGE
1" = 10'-0"9WALKS & SIDEWALKS
1" = 10'-0"10PROTRUDING OBJECTS
1" = 10'-0"11REACH REQUIREMENTS
1" = 10'-0"12
GENERAL DOOR
REQUIREMENTS
1/8" = 1'-0"14
ACCESSIBLE PARKING STALL
SIGNAGE
N O T U S E D
N O T U S E D
1 2
A B C D E F G H I
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
OF
H
A
N
D
L
E
34
"
M
A
X
ELECTRICAL RECEPTACLE, SWITCH AND CONTROLS FIRE CONTROL DEVICES
COUNTER
F.F.
CARD READER, LOCAL
ALARM, ARMING OR
INTERCOM STATION,
WALL PHONE OUTLET
ELECTRICAL OR
COMMUNICATION
OUTLET ABOVE
COUNTER
ELECTRICAL OR
COMMUNICATION
OUTLET
LIGHT SWITCH THERMOSTAT ELECTRO
MAGNETIC
DOOR
HOLD-OPEN
AUDIBLE &
VISUAL FIRE
ALARM OR
SECURITY
STROBE LIGHT
MANUAL FIRE
ALARM PULL
STATION
FIRE
EXTINGUISH
ER
FIRE
EXTINGUISHER
IN CABINET
BACK SPLASH
A B C D E G H I JF
40
"
M
A
X
.
T
O
H
I
G
H
E
S
T
OP
E
R
A
B
L
E
P
A
R
T
33
"
-36
"
T.
O
.
GR
I
P
P
I
N
G
OF
SU
R
F
A
C
E
19
"
M
I
N
.
1
1
/
2
"
M
I
N
.
12
"
MI
N
.
4" MAX.
40
"
M
A
X
.
B
.
O
.
RE
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
OV
E
R
A
CO
U
N
T
E
R
O
R
LA
V
.
35
"
M
A
X
.
A
N
Y
WH
E
R
E
E
L
S
E
19
"
M
A
X
ACCESSIBLE
TOWEL
DISPENSER
ACCESSIBLE
SANITARY
NAPKIN/TAMPON
VENDOR
ACCESSIBLE
SOAP
DISPENSER
ACCESSIBLE
SEAT COVER
DISPENSER
GRAB BARS
SPACING
OF GRAB
BAR
ACCESSIBLE
ROLL TOILET
TISSUE
DISPENSER
ACCESSIBLE
SANITARY
NAPKIN
DISPOSAL
POINT OF
DISPENSI
NG
MIRROR
MOUNTING
HEIGHTS
PAPER
TOWEL
DISPENSER
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
.
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
A. ACCESSIBLE BENCH PLAN
B. ACCESSIBLE BENCH SECTION C. ACCESSIBLE LOCKER SECTION
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
SHELF
60" CLR. MIN.
34
"
M
I
N
.
CL
E
A
R
4"
M
A
X
35"-37"
60
"
M
I
N
.
6 0 " C L E AR F L O O R S P A C E
44
'
M
I
N
.
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
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
60" CLR. MIN.
32" MIN. CLR.
4" MAX.
48
"
M
I
N
.
M
A
N
E
U
V
E
R
I
N
G
S
P
A
C
E
6" CLEAR
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
G
F
BA
C D
E
17" MIN.
34
"
M
A
X
.
29
"
M
I
N
.
6" MAX. TOE
CLEARANCE
8"
9"
MI
N
.
24" MIN.
48"
48" MIN. CLR. TO ADJ. WALL
33
"
-
36
"
T.
O
G
R
I
P
P
I
N
G
S
U
R
F
A
C
E
54" MIN
17"-19"
8"
27
"
M
I
N
.
17"-18"
17"-18"
11" MIN.
12"
MAX.
40
"
M
A
X
.
T
O
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
39
"
M
I
N
.
41
"
M
A
X
18
"
M
I
N
.
39" MIN. -41" MAX.
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
"
-36
"
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"
1-1/
2
"
MI
N
.
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
.
7"-9"
19
"
M
I
N
.
TO
O
P
E
N
'
G
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.
42" MIN.
MIN. KNEE
CLEARANCE
SURFACE MOUNTED DOUBLE-
ROLL TOILET TISSUE
DISPENSER
PROVIDE
BACKING
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
SELF-CLOSING DOOR
SELF-CLOSING DOOR
ELEVATION
ELEVATION
SIDE OPENING DOORSINGLE ACCOMODATION
SIDE FRONT DOOR AMBULATORY
VERTICAL
GRAB BAR
WHERE
OCCURS.
℄.
PLUMBEREX, PRO-EXTREME
SERIES X4333 KIT INCLUDES: P-
TRAP COVER, TWO (2) SUPPLY
COVERS
FIN. FACE OF WALL
36" MIN.
ELEVATION
SURFACE MOUNTED
PAPER DISPENSER 7
1
3
2
6
8
℄.
SURFACE MOUNTED
SANITARY NAPKIN 5
4
11B.306 Knee &
Toe
Clearance
17
"
M
I
N
.
19
"
M
A
X
E
F
G
60" CLR. MIN.
16
G4
0
4
19
"
MA
X
.
32
"
M
I
N
.
CL
R
.
60" C L E A R FL O O R S P A C E
48
"
M
I
N
.
18"
FLUSH HANDLE OR
VALVE SHALL BE ON
WIDE SIDE
30"x48" CLR.
FLOOR
SPACE
17"-18"
B A
B
-
34
"
M
A
X
.
6-1/
2
"
M
A
X
.
SI
N
K
DE
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.
30" MIN
19
"
M
A
X
8"MIN
11"MIN
9"
M
I
N
SECTION PLAN
℄
SINK
ATTACH TOE
KICK TO
CABINET DOOR
UPPER CABINETS
WHERE OCCURS
LEVER HANDLE FOR
FAUCET -SEE
PLUMBING DWGS
NOTE: INSULATE DRAIN & HOT WATER PIPES
A
B
60
"
M
A
X
48
"
M
I
N
60
"
M
A
X
48
"
M
I
N
1 THRU 2
NO ROOF ACCESS
STAIR 1
1
1 THRU 2
NO ROOF ACCESS
STAIR 1
2
1ST FLOOR SIGN
2ND FLOOR SIGN
ADD RAISED STAR TO
FLOOR IDENTIFICATION
SIGNS, REQUIRED ON
FIRST FLOOR SIGN
ONLY
FIN. FLR.
FIN. FLR.
GROUND FLOOR
UPPER OR LOWER FLOORS
BRAILLE
BRAILLE
A
B
C
D
60
"
M
A
X
4"
4"
60
"
M
A
X
.
T
O
B
A
S
E
L
I
N
E
O
F
RA
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
6"
6"
EQ
.
EQ
.
6"
6"
EQ
.
EQ
.
60
"
M
A
X
.
T
O
B
A
S
E
L
I
N
E
O
F
RA
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
6"
6"
EQ
.
EQ
.
60
"
M
A
X
.
T
O
B
A
S
E
L
I
N
E
O
F
RA
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
1
EXIT
2
EXIT ROUTE
EXIT STAIRS
DOWN
FIN. FLR.
1ST LEVEL
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
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.
LOCATE AT
GRADE
LEVEL
EXTERIOR
EXIT DOOR
1/8" THICK MATTE ACRYLIC SIGN COLOR
TO BE VERIFIED
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
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".
FLOOR IDENTIFICATION SIGNS
EXIT SIGNS
EXIT ROUTE SIGNS
FIN. FLR.
1/8" THICK MATTE ACRYLIC SIGN COLOR
TO BE VERIFIED
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 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".
EXIT STAIRS SIGNS
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 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.
35
"
M
I
N
.
A.
F
.
F
.
1/
2
"
M
I
N
.
3/4" MIN.
48
"
A
.
F
.
F
.
M
A
X
F
O
R
F
R
O
N
T
AP
P
R
O
A
C
H
5
4
"
A
.
F
.
F
.
M
A
X
FO
R
P
A
R
A
L
L
E
L
A
P
P
R
O
A
C
H
6'
-0"
M
I
N
.
42
"
29
"60
"
5"
6'
-0"
M
I
N
.
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
1
3
2
4
5 6NUMERAL HEIGHT
MAIN ENTRY FLOOR
DOOR CLOSE
DOOR OPEN
EMERGENCY ALARM
EMERGENCY STOP
HALL LANTERN
CALL BUTTON
℄
B
A
℄
℄
BUTTON WIDTH
HG
W
12
"
14"
MAXIMUM
OCCUPANCY
76
1/8" THICK MATTE ACRYLIC
SIGN
COLOR TO BE BEIGE
STANDARD BLACK
LETTER GRAPHICS
NOTE:
1) MOUNT SIGN IN A VISIBLE LOCATION
BETWEEN 48" & 60" ABOVE FINISH
FLOOR
2) VERIFY MAX OCCUPANCY WITH
ARCHITECT
ALL GENDER
BRAILLE
MEN
WOMEN
3
2
1
B A
C
6"
48
"
M
I
N
.
T
O
L
O
W
E
S
T
LI
N
E
O
F
B
R
A
I
L
L
E
60
"
M
A
X
.
12
"
3"
EQ.EQ.
AL
I
G
N
W
I
T
H
T
O
P
O
F
A
D
J
.
F
R
A
M
E
12
"
O
R
GR
E
A
T
E
R
18"MI
N.
CLEA
R
EQ.EQ.
18
"
M
I
N.
CL
E
A
R
18"MI
N.
CLEA
R
6"
12
"
6"
12
"
6"
12
"
EQ.
60
"
M
A
X
.
B
A
S
E
L
I
N
E
O
F
H
I
G
H
E
S
T
LE
V
E
L
O
F
R
A
I
S
E
D
C
H
A
R
A
C
T
E
R
S
48
"
M
I
N
.
T
O
L
O
W
E
S
T
LI
N
E
O
F
B
R
A
I
L
L
E
EQ EQ
60
"
M
A
X
.
58
"
-60
"
EQ.
18"MIN.
CLEAR
BRAILLE
45°
F.F.
EXIT
EXIT
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
DI
M
A
B
O
V
E
DO
O
R
H
E
A
D
<
1
2
"
℄
WALL OR OBSTRUCTION
WHERE OCCURS
CENTERED
ON TACTILE
CHARACTERS
BRAILLE
BRAILLE
MI
N
.
WOMEN'S ACCESSIBLE TOILET SIGNAGE
MEN'S ACCESSIBLE TOILET SIGNAGE
UNISEX / ALL GENDER ACCESSIBLE TOILET SIGNAGE
MI
N
.
MI
N
.
℄
℄
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
℄
℄
WALL OR OBSTRUCTION
WHERE OCCURS
SIGNAGE LOCATION AT
TOILET ROOM DOOR
EXIT, EXIT ROUTE, EXIT
STAIRS & ROOM SIGNAGE
TYPICAL LOCATION OF
TACTILE SIGNS AT DOORS
EXIT ROUTE
BRAILLE
ALL GENDERRESTROOM
27
"
M
I
N
.
36
"
M
A
X
.
3 2 " CLE A R
F O R SI NG L E
18" MIN.19" MAX.
18" MIN.24" MAX.
6 " MI N .
6"
MAX.
38
"
M
I
N
.
T
O
4
3
"
M
A
X
.
5" MAX.
Hi-LO FOUNTAIN DESIGN
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.
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 43MAXIMUM 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.
C BD A
17
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SEE PLAN
17
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.
13-1/2" MIN.
EQEQ
44
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18" MIN.18" MIN.
>
2
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<
2
4
"
ELEVATION PLANELEVATION PLAN (ALCOVE)
30"x48" CLEAR 36"x48" CLEAR
T&H T&HNOT U S E D
C B A
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15" to 16"
6" MAX
24" MIN.
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ELEVATION ELEVATION PLAN
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
RENEWAL
DATE
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DESNECIL
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JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
ACCESSIBILITY
DETAILS
G404
3/8" = 1'-0"1MOUNTING HEIGHTS
3/8" = 1'-0"2
MOUNTING HEIGHTS FOR
RESTROOM ACCESSORIES
1/2" = 1'-0"3
ACCESSIBLE BENCH AND
LOCKER DETAIL
1/2" = 1'-0"4
ACCESSIBLE TOILET PLAN &
ELEVATIONS
1/2" = 1'-0"5
ACCESSIBLE SINK PLAN &
SECTION
3" = 1'-0"6
STAIR LEVEL
IDENTIFICATION SIGNS
3" = 1'-0"7
TACTILE SIGN
REQUIREMENTS
1 1/2" = 1'-0"8ELEVATOR CONTROL PANEL
1 1/2" = 1'-0"9
MAXIMUM
OCCUPANCY
SIGN
3/8" = 1'-0"10EXIT & RESTROOM SIGNAGE
1/8" = 1'-0"11HI-LO DRINKING FOUNTAIN
1/2" = 1'-0"12
ACCESSIBLE URINAL PLAN &
ELEVATIONS
1/2" = 1'-0"13
ACCESSIBLE SHOWER PLAN
& ELEVATIONS
N O T U S E D N O T U S E D
N O T U S E D
N O T U S E D
N O T U S E D
N O T U S E D
N O T U S E D
G. PROTECTION: PROTECT EXISTING AND NEW CONSTRUCTION FROM DAMAGE CAUSED BY
CONSTRUCTION OPERATIONS; PROVIDE PROTECTIVE COVERING TO PROTECT SURFACES, AS
APPROPRIATE.
G.1. SALES AREA FLOORING, BOTH WOOD FLOORING AND TILE FLOORING, SHALL BE PROTECTED
IN ITS ENTIRETY WITH MASONITE SHEETS. ALL JOINTS BETWEEN SHEETS SHALL BE FULLY
TAPED TO PREVENT MOVEMENT AND/OR FOREIGN MATERIAL FROM GETTING UNDER
MASONITE PROTECTION.
G.2. GC SHALL START LAYOUT OF MASONITE SHEETS 6" AWAY FROM PERIMETER WALL STUDS,
TYPICAL THROUGHOUT SALES AREA.
H. CONSTRUCTION CLEANING:
H.1. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH. DISPOSE OF WASTE
OFF-SITE AS APPROVED BY THE OWNER TO MAINTAIN A CLEAN SITE.
H.2. MAINTAIN AREAS FREE OF DUST AND OTHER CONTAMINANTS DURING FINISHING
OPERATIONS.
H.3. MAINTAIN ALL OCCUPIED SPACES FREE OF DUST AND OTHER CONTAMINANTS PRIOR TO DAILY
BUSINESS OPERATIONS. CLEANING SHALL INCLUDE VACUUMING, DUSTING, STAIN AND DIRT
REMOVAL, AND CLEANING OF GLASS FURNITURE, AND OTHER SURFACES.
SECTION 01430 CONSTRUCTION WASTE MANAGEMENT FOR SUSTAINABLE PRACTICE
SECTION 01440 CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT PLAN
DIVISION 1: GENERAL REQUIREMENTS FOR SUSTAINABLE PRACTICES
SECTION 01110 SUMMARY OF WORK
SECTION 01330 SUBMITTAL PROCEDURES (AS REQUESTED IN DRAWINGS)
SECTION 01352 SUSTAINABLE PRACTICE REQUIREMENTS
SECTION 01450 QUALITY CONTROL
SECTION 01500 TEMPORARY FACILITIES AND CONTROLS
B.2.2. PRE-CONSUMER (POST-INDUSTRIAL) RECYCLED CONTENT COMES FROM PROCESS WASTE
B.2.3. SCRAPS, SPILLS OR OTHER WASTE FROM THE ORIGINAL MANUFACTURING PROCESS THAT ARE
COMBINED WITH OTHER CONSTITUENTS AFTER A MINIMAL AMOUNT OF REPROCESSING FOR
USE IN THE FURTHER PRODUCTION OF THE SAME PRODUCT ARE NOT RECYCLED MATERIALS.
B.3. REGIONAL MATERIALS: MATERIALS THAT ARE HARVESTED (EXTRACTED OR RECOVERED),
PROCESSED AND MANUFACTURED WITHIN A RADIUS OF 500 MILES FROM THE PROJECT LOCATION
B.4. COMPOSITE WOOD AND AGRI-FIBER BOARD: MANUFACTURED MATERIALS MADE FROM WOOD OR
C. SUBMITTALS
C.2. PROJECT MATERIALS COST DATA: PROVIDE THE NECESSARY COST DATA REQUESTED ON THE
C.3. CONSTRUCTION WASTE MANAGEMENT - DIVERT 75% FROM LANDFILL
C.3.1. COMPLY WITH DIVISION 1 SECTION 01430 "CONSTRUCTION WASTE MANAGEMENT"
C.3.2. CONSTRUCTION WASTE MANAGEMENT PLAN.
C.3.3. COMPLETE CONSTRUCTION WASTE CALCULATIONS TO INDICATE THAT AT LEAST 75% OF
CONSTRUCTION, DEMOLITION, AND PACKAGING DEBRIS HAS BEEN RECYCLED AND/OR
SALVAGED.
C.3.4. ITEMIZED WASTE HAULING CERTIFICATES/RECEIPTS FOR ALL WASTE REMOVED FROM THE
C.3.5. PROJECT SITE AND DOCUMENTATION OF RECYCLING RECOVERY RATE FOR OFF-SITE SORTING
FACILITIES (IF WASTE IS COMMINGLED).
C.4. RECYCLED CONTENT. CUT SHEET, PRODUCT LITERATURE OR LETTER FROM MANUFACTURER THAT
C.5. PRODUCT DATA AND MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL PAINTS AND COATINGS
C.6. LIST OF ALL INSTALLED PAINTS INCLUDING MANUFACTURER, QUANTITY USED IN GALLONS AND
VOC CONTENT.
C.7. LOW-EMITTING MATERIALS, FLOORING (CARPET): CUT SHEETS OF LETTER FROM MANUFACTURER
CLEARLY INDICATING THAT ALL CARPET PRODUCTS MEET THE GREEN LABEL TEST PROGRAM
REQUIREMENTS.
C.8. LOW-EMITTING MATERIALS, COMPOSITE WOOD: CUT SHEETS CLEARLY INDICATING THE BONDING
AGENTS USED FOR EACH COMPOSITE WOOD AND AGRI-FIBER PRODUCT AND ASSEMBLY USED IN
THE PROJECT AND DEMONSTRATING THAT NO ADDED UREA-FORMALDEHYDE RESINS ARE USED IN
THESE PRODUCTS
D. PRODUCTS
D.1. SUMMARY OF REFERENCE STANDARDS AND REQUIREMENTS FOR SUSTAINABLE PRACTICE, INDOOR
ENVIRONMENTAL QUALITY - LOW EMITTING MATERIALS.
D.2. ADHESIVES AND SEALANTS
D.2.1. ADHESIVES, SEALANTS, AND SEALANT PRIMERS USED ON THE INTERIOR OF THE BUILDING
SHALL COMPLY WITH THE VOC LIMITS OF THE SOUTH COAST RULE #1168 BY THE SOUTH
COAST AIR QUALITY MANAGEMENT DISTRICT, DATED JULY 1, 2005
(WWW.AQMD.GOV/RULES/REG/REG11/R1168.PDF)
D.2.2. VOC LIMITS IN GRAMS PER LITER FOR ADHESIVES AND SEALANTS USED ON INTERIOR OF
BUILDING ARE AS FOLLOWS:
PRODUCT TYPE
(LESS WATER) SEALANTS:
ARCHITECTURAL
POROUS ARCHITECTURAL SEALANT PRIMER
NON-POROUS ARCHITECTURAL SEALANT PRIMER
ARCHITECTURAL ADHESIVES APPLICATIONS
INDOOR CARPET ADHESIVES
CARPET PAD ADHESIVES
OUTDOOR CARPET ADHESIVES
WOOD FLOORING ADHESIVES
RUBBER FLOOR ADHESIVES
SUBFLOOR ADHESIVES
CERAMIC TILE INSTALLATION
VCT AND ASPHALT TILE ADHESIVES
DRY WALL AND PANEL ADHESIVES
COVE BASE INSTALLATION
MULTIPURPOSE CONSTRUCTION ADHESIVE
STRUCTURAL GLAZING ADHESIVES
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL
PLASTIC FOAMS
POROUS MATERIAL EXCEPT WOOD
WOOD
FIBERGLASS
SPECIALTY APPLICATIONS
PVC WELDING
CPVC WELDING
ABS WELDING
PLASTIC CEMENT WELDING
ADHESIVE PRIMER FOR PLASTIC
CONTACT
SPECIAL PURPOSE CONTACT ADHESIVES
STRUCTURAL WOOD MEMBER ADHESIVE
SHEET APPLIED RUBBER LINING OPERATIONS
TOP AND TRIM ADHESIVE
D.2.3. AEROSOL ADHESIVES SHALL COMPLY WITH THE GREEN SEAL STANDARD FOR COMMERCIAL
ADHESIVES GS-36, AS NOTED BELOW:
AEROSOL ADHESIVES
GENERAL PURPOSE MIST SPRAY 65% VOCS BY WEIGHT
GENERAL PURPOSE WEB SPRAY 55% VOCS BY WEIGHT
SPECIAL PURPOSE AEROSOL ADHESIVES (ALL TYPES) 70% VOCS BY WEIGHT
WATERPROOFING CONCRETE/MASONRY SEALERS 70% VOCS BY WEIGHT
D.3. PAINTS AND COATINGS
D.3.1. PAINTS APPLIED ON THE INTERIOR OF THE BUILDING SHALL COMPLY WITH GREEN SEAL
PRODUCT SPECIFIC ENVIRONMENTAL REQUIREMENTS
(WWW.GREENSEAL.ORG/CERTIFICATION/STANDARDS/PAINTS-GS11.PDF).
D.3.1. ARCHITECTURAL PAINTS COATING AND PRIMERS APPLIED TO INTERIOR WALLS AS WELL AS
ANTI-CORROSIVE PAINTS APPLIED TO INTERIOR FERROUS METAL SHALL NOT EXCEED THE
VOC LIMITS AS PUT FORTH GREEN SEAL STANDARD GS-11
D.3.2. THE GREEN SEAL STANDARD IS INTENDED FOR PAINTS AND ANTI-CORROSIVE PAINTS. BOTH
INTERIOR AND EXTERIOR PAINTS ARE ADDRESSED BY THE STANDARD, BUT ONLY LIMITS FOR
INTERIOR PAINTS APPLY TO A LEED PROJECT. LIMITS ON VOCS IN GRAMS PER LITER FOR
PAINTS AND ANTI-CORROSIVE PAINTS ARE AS FOLLOWS:
VOC LIMIT (G/L)
INTERIOR COATINGS
FLAT
EXTERIOR COATINGS
FLAT
ANTI-CORROSIVE
SEMI-GLOSS
FLAT
D.3.3. CLEAR WOOD FINISHES, FLOOR COATINGS, STAIN, SEALERS AND SHELLACS APPLIED TO
INTERIOR ELEMENTS SHALL COMPLY WITH THE VOC LIMITS SET FORTH IN THE SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113, ARCHITECTURAL COATINGS,
DATED JANUARY, 2004
VOC LIMIT (G/L)
CLEAR WOOD FINISH
VARNISH
LACQUER
FLOOR
SEALERS
WATERPROOF SEALERS
SANDING SEALERS
ALL OTHER SEALERS
STAINS
SHELLACS
CLEAR
PIGMENTED
D.4. CARPET
D.4.1. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT
REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM.
D.4.2. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS
OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. ALL CARPET ADHESIVE
SHALL MEET THE REQUIREMENTS OF EQ CREDIT 4.1: VOC LIMIT OF 50 G/L.
D.4.3. ALL OF THE RESILIENT FLOORING IN THE BUILDING INTERIOR MUST BE CERTIFIED AS
COMPLIANT WITH THE FLOORSCORE STANDARD (CURRENT AS OF THE DATE OF THE LEED
RATING SYSTEM, OR MORE STRINGENT VERSION) BY AN INDEPENDENT THIRD-PARTY.
D.4.4. TILE SETTING ADHESIVES AND GROUT MUST MEET SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT (SCAQMD) RULE #1168. VOC LIMITS ARE LISTED BELOW AND CORRESPOND TO AN
EFFECTIVE DATE OF JULY 1, 2005 AND RULE AMENDMENT DATE OF JANUARY 7, 2005.
CERAMIC TILE ADHESIVE: 65 G/L
GROUT AND MORTAR:
D.5. COMPOSITE WOOD
D.5.1. ALL COMPOSITE WOOD AND AGRI-FIBER PRODUCTS INSTALLED INSIDE THE EXTERIOR
MOISTURE BARRIER SHALL CONTAIN NO ADDED UREA-FORMALDEHYDE RESIN.
A. GENERAL - AS REQUIRED FOR REMOVAL OF DEMOLITION AND OR NEW CONSTRUCTION DEBRIS
B. RELATED DOCUMENTS
B.1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS
SECTION. THIS SECTION DESCRIBES DEMOLITION AND CONSTRUCTION WASTE MANAGEMENT AND
RECYCLING GOALS AND INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR THE
DEVELOPMENT AND EXECUTION OF A CONSTRUCTION WASTE MANAGEMENT PLAN. RELATED
SECTIONS INCLUDE THE FOLLOWING:
B.1.1. DIVISION 1 SECTION "ENVIRONMENTAL PROCEDURES" FOR ADMINISTRATIVE PROCEDURES TO
ACHIEVE ENVIRONMENTAL GOALS FOR THE WORK.
B.1.2. DIVISION 1 SECTION "TEMPORARY FACILITIES AND CONTROLS" REQUIREMENTS FOR
INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY UTILITIES, CONTROLS, AND
FACILITIES DURING CONSTRUCTION.
B.1.3. DIVISION 2 SECTION "SITE DEMOLITION" REQUIREMENTS FOR SALVAGE AND RECYCLING OF
DEMOLITION DEBRIS.
C. CONSTRUCTION WASTE MANAGEMENT GOALS
C.1. THE OWNER HAS ESTABLISHED THAT THIS PROJECT SHALL GENERATE THE LEAST AMOUNT OF
WASTE POSSIBLE AND THAT PROCESSES THAT ENSURE THE GENERATION OF AS LITTLE WASTE AS
POSSIBLE DUE TO ERROR, POOR PLANNING, BREAKAGE, MISHANDLING, CONTAMINATION, OR OTHER
FACTORS SHALL, BE EMPLOYED.
C.2. OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE WASTE MATERIALS AS
ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. WASTE DISPOSAL IN
LANDFILLS SHALL BE MINIMIZED.
C.3. DIVERSION GOAL: DIVERT 75% OF TOTAL PROJECT WASTE FROM THE LANDFILL (A MINIMUM 50%
OF TOTAL PROJECT WASTE SHALL BE DIVERTED FROM THE LANDFILL)
C.4. WITH REGARD TO THESE GOALS THE CONTRACTOR SHALL DEVELOP, FOR THE OWNER AND
ARCHITECT'S REVIEW, A WASTE MANAGEMENT PLAN FOR THIS PROJECT.
D. SUBMITTALS
D.1. CONSTRUCTION WASTE MANAGEMENT PLAN
D.2. PERIODIC AND FINAL SUMMARY REPORT OF WASTE MATERIALS RECYCLED, SALVAGED AND
LANDFILL.
D.3. WEIGHT TICKETS FOR ALL WASTE MATERIALS REMOVED FROM THE SITE DURING DEMOLITION AND
CONSTRUCTION.
E. CONSTRUCTION WASTE MANAGEMENT PLAN
E.1. DRAFT WASTE MANAGEMENT PLAN: PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, OR PRIOR
TO ANY WASTE REMOVAL, WHICHEVER OCCURS SOONER, THE CONTRACTOR SHALL MEET WITH THE
OWNER DESIGNATED REPRESENTATIVE(S) AND ARCHITECT TO DISCUSS PREPARATION OF A DRAFT
WASTE MANAGEMENT PLAN. THE DRAFT PLAN SHALL CONTAIN THE FOLLOWING:
E.1.1. ANALYSIS OF THE PROPOSED JOBSITE WASTE TO BE GENERATED. INCLUDE THE TYPES OF
MATERIAL TO BE GENERATED AND ESTIMATED QUANTITY OF EACH MATERIAL (IN TONS).
E.1.2. LANDFILL OPTIONS: ESTIMATED COST OF DISPOSING OF ALL PROJECT WASTE IN TRANSFER
STATION(S)/LANDFILL(S), NAME OF TRANSFER STATION(S)/LANDFILL(S) WHERE PROJECT
WASTE WOULD NORMALLY BE DISPOSED OF AND TIPPING FEES. ESTIMATED COST OF
TRANSPORTATION AND OTHER RELEVANT COSTS AND FEES.
E.1.3. ALTERNATIVES TO LANDFILL: A LIST OF EACH MATERIAL PROPOSED TO BE SALVAGED OR
RECYCLED DURING THE COURSE OF THE PROJECT. THE LIST OF THESE MATERIALS IS TO
INCLUDE, AT A MINIMUM, THE FOLLOWING MATERIALS:
E.1.4. MATERIAL HANDLING PROCEDURES: A DESCRIPTION OF THE MEANS BY WHICH ANY WASTE
MATERIALS IDENTIFIED IN ITEM (3) ABOVE WILL BE PROTECTED FROM CONTAMINATION, AND A
DESCRIPTION OF THE MEANS TO BE EMPLOYED IN RECYCLING THE ABOVE MATERIALS
CONSISTENT WITH REQUIREMENTS FOR ACCEPTANCE BY DESIGNATED FACILITIES.
E.1.5. TRANSPORTATION: A DESCRIPTION OF THE MEANS OF TRANSPORTATION OF THE
RECYCLABLE MATERIALS (WHETHER MATERIALS WILL BE SITE-SEPARATED AND SELF-HAULED
TO DESIGNATED CENTERS, OR WHETHER MIXED MATERIALS WILL BE COLLECTED BY A WASTE
HAULER AND REMOVED FROM THE SITE) AND DESTINATION OF MATERIALS. THE FINAL
DESTINATION MUST BE APPROVED BY OWNER DESIGNATED REPRESENTATIVE(S).
E.1.6. SOURCE REDUCTION: LIST PROCESSES THAT MINIMIZE WASTE SUCH AS WORKING WITH
SUPPLIERS TO TAKE BACK OR BUY BACK SUBSTANDARD, REJECTED OR UNUSED ITEMS AND
TO DELIVER SUPPLIES USING RETURNABLE PALLETS AND CONTAINERS. ALSO INCLUDE
PROCEDURES TO MINIMIZE BREAKAGE, MISHANDLING, CONTAMINATION, AND OTHER FACTORS
THAT REDUCE JOB SITE WASTE.
E.1.7. MEETINGS: A DESCRIPTION OF THE REGULAR MEETINGS TO BE HELD TO ADDRESS WASTE
MANAGEMENT. CONTRACTOR SHALL CONDUCT CONSTRUCTION WASTE MANAGEMENT
MEETINGS. MEETINGS SHALL INCLUDE SUBCONTRACTORS AFFECTED BY THE WASTE
MANAGEMENT PLAN AS WELL AS OWNER DESIGNATED REPRESENTATIVE(S). AT A MINIMUM,
WASTE MANAGEMENT GOALS AND ISSUES SHALL BE DISCUSSED AT THE FOLLOWING
MEETINGS: PRE-BID MEETING, PRE-CONSTRUCTION MEETING, AND REGULARLY SCHEDULED
JOB-SITE MEETINGS.
E.1.8. INDICATE ANY INSTANCE WHERE COMPLIANCE WITH REQUIREMENTS OF THIS SPECIFICATION
DOES NOT APPEAR TO BE POSSIBLE AND REQUEST RESOLUTION FROM THE OWNER AND
ARCHITECT.
E.2. RESOURCE FOR DEVELOPMENT AND IMPLEMENTATION OF WASTE MANAGEMENT PLAN: THE
FOLLOWING RESOURCE CAN BE USED IN DEVELOPING AND IMPLEMENTING THE DRAFT WASTE
MANAGEMENT PLAN.
E.3. WASTE MANAGEMENT PLAN REVIEW MEETING: ONCE THE OWNER AND ARCHITECT HAVE REVIEWED
THE DRAFT WASTE MANAGEMENT PLAN AND PRIOR TO ANY WASTE REMOVAL AT THE SITE,
SCHEDULE AND CONDUCT A FOLLOW-UP MEETING AGREED UPON DURING THE MEETING IDENTIFIED
IN ITEM 2.4A. THE PURPOSE OF THE MEETING IS TO REVIEW THE DRAFT WASTE MANAGEMENT
PLAN AND DISCUSS PROCEDURES, SCHEDULES AND SPECIFIC REQUIREMENTS FOR WASTE
MATERIALS RECYCLING AND DISPOSAL. DISCUSS COORDINATION AND INTERFACE BETWEEN THE
CONTRACTOR AND OTHER CONSTRUCTION ACTIVITIES. IDENTIFY AND RESOLVE POTENTIAL
COMPLIANCE PROBLEMS WITH REQUIREMENTS. RECORD MINUTES OF THE MEETING, IDENTIFYING
ALL CONCLUSIONS REACHED AND MATTERS REQUIRING FURTHER RESOLUTION.
E.3.1. ATTENDEES: THE CONTRACTOR AND RELATED CONTRACTOR PERSONNEL ASSOCIATED WITH
THE WORK OF THIS SECTION, INCLUDING PERSONNEL TO BE IN CHARGE OF THE WASTE
MANAGEMENT PROGRAM, ARCHITECT, OWNER AND SUCH ADDITIONAL PERSONNEL AS THE
ARCHITECT OR OWNER DEEM APPROPRIATE.
E.4. FINAL CONSTRUCTION WASTE MANAGEMENT PLAN: MAKE ANY REVISIONS TO THE DRAFT WASTE
MANAGEMENT PLAN AGREED UPON DURING THE MEETING IDENTIFIED IN ITEM 2.4A ABOVE AND
INCORPORATE RESOLUTIONS AGREED TO BE MADE SUBSEQUENT TO THE MEETING. SUBMIT THE
REVISED PLAN TO THE OWNER AND ARCHITECT FOR APPROVAL WITHIN 10 CALENDAR DAYS OF
THE MEETING. PART 4 - EXECUTION
F. IMPLEMENTATION OF CONSTRUCTION WASTE MANAGEMENT PLAN
F.1. MANAGER: THE CONTRACTOR SHALL DESIGNATE AN ON-SITE PARTY (OR PARTIES) RESPONSIBLE
FOR INSTRUCTING WORKERS AND OVERSEEING AND DOCUMENTING RESULTS OF THE WASTE
MANAGEMENT PLAN FOR THE PROJECT.
F.2. DISTRIBUTION: THE CONTRACTOR SHALL DISTRIBUTE COPIES OF THE WASTE MANAGEMENT PLAN
TO THE JOB SITE FOREMAN, EACH SUBCONTRACTOR, THE OWNER, AND THE ARCHITECT.
F.3. INSTRUCTION: THE CONTRACTOR SHALL PROVIDE ON-SITE INSTRUCTION OF APPROPRIATE
SEPARATION, HANDLING, AND RECYCLING, SALVAGE, REUSE, AND RETURN METHODS TO BE USED
BY ALL PARTIES AT THE APPROPRIATE STAGES OF THE PROJECT.
F.4. SEPARATION FACILITIES: THE CONTRACTOR SHALL LAY OUT AND LABEL A SPECIFIC AREA TO
FACILITATE SEPARATION OF MATERIALS DURING CONSTRUCTION FOR POTENTIAL RECYCLING,
SALVAGE, REUSE, AND RETURN. RECYCLING AND WASTE BIN AREAS ARE TO BE KEPT NEAT AND
CLEAN AND CLEARLY MARKED IN ORDER TO AVOID CONTAMINATION OF MATERIALS.
F.5. HAZARDOUS WASTE: HAZARDOUS WASTES SHALL BE SEPARATED, STORED, AND DISPOSED OF
ACCORDING TO LOCAL REGULATIONS.
F.6. APPLICATION FOR PROGRESS PAYMENTS: THE CONTRACTOR SHALL SUBMIT WITH EACH
APPLICATION FOR PROGRESS PAYMENT A SUMMARY OF WASTE GENERATED BY THE PROJECT.
FAILURE TO SUBMIT THIS INFORMATION SHALL RENDER THE APPLICATION FOR PAYMENT
INCOMPLETE AND SHALL DELAY PROGRESS PAYMENT. THE SUMMARY SHALL BE SUBMITTED ON A
FORM ACCEPTABLE TO THE OWNER AND SHALL CONTAIN THE FOLLOWING INFORMATION:
F.6.1. THE AMOUNT OF WASTE (IN TONS) LANDFILLED FROM THE PROJECT, THE IDENTITY OF THE
TRANSFER STATION/LANDFILL, THE TOTAL AMOUNT OF TIPPING FEES PAID AT THE LANDFILL,
THE TRANSPORTATION COST, AND THE TOTAL DISPOSAL COST. INCLUDE MANIFESTS, WEIGHT,
TICKETS RECEIPTS, AND INVOICES
F.6.2. FOR EACH MATERIAL RECYCLED, REUSED, OR SALVAGED FROM THE PROJECT, THE AMOUNT
(IN TONS), THE DATE REMOVED FROM THE JOBSITE, THE RECEIVING PARTY, THE
TRANSPORTATION COST, THE AMOUNT OF ANY MONEY PAID OR RECEIVED FOR THE
RECYCLED OR SALVAGED MATERIAL, AND THE NET TOTAL COST OR SAVINGS.
F.7. AT THE END OF THE PROJECT THE CONTRACTOR SHALL SUBMIT A FINAL WASTE MANAGEMENT
REPORT. THE REPORT SHALL BE SUBMITTED ON A FORM ACCEPTABLE TO THE OWNER AND
SHALL CONTAIN THE FOLLOWING INFORMATION:
F.7.1. THE TOTAL AMOUNT OF WASTE LANDFILLED FROM THE PROJECT, THE IDENTITY OF THE
TRANSFER STATION/LANDFILL, THE TOTAL AMOUNT OF TIPPING FEES PAID AT THE LANDFILL,
THE TRANSPORTATION COST, AND THE TOTAL DISPOSAL COST.
F.7.2. THE TOTAL AMOUNT (IN TONS) OF EACH MATERIAL RECYCLED, REUSED, OR SALVAGED FROM
THE PROJECT, THE RECEIVING PARTY, AND NET COST SAVINGS OR ADDITIONAL COSTS
RESULTING FROM SEPARATING AND RECYCLING (VERSUS LANDFILLING) EACH MATERIAL. THE
TOTAL AMOUNT OF ALL MATERIALS RECYCLED IN TONS AND THE TOTAL NET COST SAVINGS
OR ADDITIONAL COSTS.
F.7.3. THE TOTAL PERCENTAGE OF MATERIAL RECYCLED IN TONS
A. RELATED DOCUMENTS
B. SUMMARY
B.1. THIS SECTION DESCRIBES CONSTRUCTION INDOOR AIR QUALITY (IAQ) GOALS AND INCLUDES
ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR THE DEVELOPMENT AND EXECUTION
OF A CONSTRUCTION AIR QUALITY MANAGEMENT PLAN.
B.2. RELATED SECTIONS INCLUDE THE FOLLOWING:
B.2.1. DIVISION 1 SECTION "SUBMITTAL PROCEDURES" FOR REQUIRED SUBMITTAL PROCEDURES.
B.2.2. DIVISION 1 SECTION "TEMPORARY FACILITIES AND CONTROLS" REQUIREMENTS FOR
INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY CONTROLS, AND FACILITIES
DURING CONSTRUCTION.UTILITIES,
B.2.3. DIVISION 1 SECTION "PRODUCT REQUIREMENTS" PROCEDURES FOR STORAGE OF INTERIOR
MATERIALS TO PREVENT EXPOSURE TO MOISTURE AND POLLUTANTS.
B.2.4. DIVISION 15 - MECHANICAL (SEE MECHANICAL SHEETS)
C. INDOOR AIR QUALITY MANAGEMENT SUMMARY
C.1. THE OWNER HAS ESTABLISHED THAT THE CONTRACTOR SHALL PREVENT INDOOR AIR
QUALITY PROBLEMS RESULTING FROM THE CONSTRUCTION PROCESS, TO SUSTAIN THE
COMFORT AND WELL-BEING OF CONSTRUCTION WORKERS AND BUILDING OCCUPANTS
C.2. PROTECT THE VENTILATION SYSTEM COMPONENTS DURING CONSTRUCTION AND CLEAN
CONTAMINATED COMPONENTS AFTER CONSTRUCTION IS COMPLETE.
C.3. CONTROL SOURCES OF POTENTIAL IAQ POLLUTANTS BY CONTROLLING SELECTION OF
MATERIALS AND PROCESSES USED IN PROJECT CONSTRUCTION.
D. SUBMITTALS
D.1. IAQ MANAGEMENT PLAN FOR THE CONSTRUCTION AND PRE-OCCUPANCY PHASES OF THE
PROJECT.
D.2. CUT SHEETS OF FILTRATION MEDIA USED DURING CONSTRUCTION WITH MERV VALUES
HIGHLIGHTED.
E. CONSTRUCTION AIR QUALITY MANAGEMENT PLAN
E.1. DEVELOP A DRAFT INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN FOR THE CONSTRUCTION
AND PRE-OCCUPANCY PHASES OF THE BUILDING AS FOLLOWS:
E.1.1. DURING CONSTRUCTION MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE SHEET
METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ
GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION 1995, CHAPTER 3
E.1.2. PROTECT STORED ON-SITE OR INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE
DAMAGE.
E.2. THE SMACNA IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION PROVIDES AN
OVERVIEW OF AIR POLLUTION ASSOCIATED WITH CONSTRUCTION, CONTROL MEASURES,
CONSTRUCTION PROCESS MANAGEMENT, QUALITY CONTROL, COMMUNICATING WITH
OCCUPANTS, AND CASE STUDIES. THESE GUIDELINES CAN BE ACCESSED AT
WWW.SMACNA.ORG. CHAPTER 3 OF THE SMACNA GUIDELINES RECOMMENDS CONTROL
MEASURES IN FIVE AREAS: HVAC PROTECTION, SOURCE CONTROL, PATHWAY INTERRUPTION,
HOUSEKEEPING, AND SCHEDULING. REVIEW THE APPLICABILITY OF EACH CONTROL MEASURE
AND INCLUDE THOSE THAT APPLY IN THE DRAFT IAQ MANAGEMENT PLAN.
E.2.1. HVAC PROTECTION: SHUT DOWN THE RETURN SIDE OF THE HVAC SYSTEM WHENEVER
POSSIBLE DURING HEAVY CONSTRUCTION. IF THE SYSTEM MUST REMAIN OPERATIONAL
DURING CONSTRUCTION INCLUDE THE FOLLOWING STRATEGIES THAT APPLY:
E.2.1.1. FIT THE RETURN SIDE OF THE HVAC SYSTEM WITH TEMPORARY FILTERS WITH A
MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8.
E.2.1.2. SOLATE THE RETURN SIDE OF THE HVAC SYSTEM FROM THE SURROUNDING
ENVIRONMENT AS MUCH AS POSSIBLE (E.G., PLACE ALL TILES FOR THE CEILING
PLENUM, REPAIR ALL DUCTS AND AIR HANDLER LEAKS).
E.2.1.3. DAMPER OFF THE RETURN SYSTEM IN THE HEAVIEST WORK AREAS AND SEAL THE
RETURN SYSTEM OPENINGS WITH PLASTIC.
E.2.1.4. UPGRADE THE FILTER EFFICIENCY WHERE MAJOR LOADING IS EXPECTED TO AFFECT
OPERATING HVAC SYSTEM.
E.2.1.5. CLEAN PERMANENT RETURN AIR DUCTWORK PER NATIONAL AIR DUCT CLEANING
ASSOCIATION STANDARDS UPON COMPLETION OF ALL CONSTRUCTION AND FINISH
INSTALLATION WORK. E.2.1.6. REPLACE ALL FILTRATION MEDIA PRIOR TO
OCCUPANCY.
E.2.2. SOURCE CONTROL: PROPOSE THE SUBSTITUTION OF NON-TOXIC FORMULATIONS OF
MATERIALS THAT ARE GENERALLY THE RESPONSIBILITY OF THE CONTRACTOR SUCH AS
CAULKS, SEALANTS, AND CLEANING PRODUCTS.
E.2.3. PATHWAY INTERRUPTION: PREVENT CONTAMINATION OF CLEAN SPACES. INCLUDE THE
FOLLOWING STRATEGIES THAT APPLY:
E.2.3.1. USE 100% OUTSIDE AIR VENTILATION (WHEN OUTSIDE TEMPERATURES ARE BETWEEN
55 DEGREES F AND 85 DEGREES F AND HUMIDITY IS BETWEEN 30% AND 60%) WITH
AIR EXHAUSTED DIRECTLY TO THE OUTSIDE DURING INSTALLATION OF FINISHES AND
OTHER VOC EMITTING MATERIALS.
E.2.3.2. ERECT SOME TYPE OF BARRIER BETWEEN WORK AREAS OR BETWEEN THE INSIDE
AND OUTSIDE OF THE BUILDING TO PREVENT UNWANTED AIRFLOW FROM DIRTY TO
CLEAN AREAS.
E.2.4. HOUSEKEEPING: REDUCE CONSTRUCTION CONTAMINATION IN THE BUILDING PRIOR TO
OCCUPANCY THROUGH HVAC AND REGULAR SPACE CLEANING ACTIVITIES.
E.2.4.1. STORE BUILDING MATERIALS IN A WEATHER TIGHT, CLEAN AREA PRIOR TO
UNPACKING FOR INSTALLATION.
E.2.4.2. CHECK FOR POSSIBLE DAMAGE TO BUILDING MATERIALS FROM HIGH HUMIDITY.
E.2.4.3. CLEAN ALL COILS, AIR FILTERS, AND FANS BEFORE TESTING AND BALANCING
PROCEDURES ARE PERFORMED.
E.2.5. SCHEDULING: SPECIFY CONSTRUCTION SEQUENCING TO REDUCE ABSORPTION OF VOC'S
BY MATERIALS THAT ACT AS SINKS OR CONTAMINANT SOURCES. COMPLETE
APPLICATION OF WET AND ODOR-EMITTING MATERIALS SUCH AS PAINTS, SEALANTS,
AND COATINGS BEFORE INSTALLING SINK MATERIALS SUCH AS CEILING TILES, CARPETS,
INSULATION, GYPSUM PRODUCTS, AND FABRIC-COVERED FURNISHINGS ARE INSTALLED.
E.2.5.1. PROTECT STORED ON-SITE OR INSTALLED ABSORPTIVE MATERIALS FROM EXPOSURE
TO MOISTURE THROUGH PRECIPITATION, PLUMBING LEAKS, OR CONDENSATION FROM
THE HVAC SYSTEM TO PREVENT MICROBIAL CONTAMINATION.
E.2.5.2. DRAFT IAQ MANAGEMENT PLAN REVIEW MEETING: ONCE THE OWNER AND
ARCHITECT HAVE REVIEWED THE DRAFT IAQ MANAGEMENT PLAN AND PRIOR TO
CONSTRUCTION AT THE SITE, SCHEDULE AND CONDUCT A MEETING TO REVIEW THE
DRAFT IAQ MANAGEMENT PLAN AND DISCUSS PROCEDURES, SCHEDULES AND
SPECIFIC REQUIREMENTS FOR IAQ DURING THE CONSTRUCTION AND
PRE-CONSTRUCTION PHASES OF THE BUILDING. DISCUSS COORDINATION AND
INTERFACE BETWEEN THE CONTRACTOR AND OTHER CONSTRUCTION ACTIVITIES.
IDENTIFY AND RESOLVE PROBLEMS WITH COMPLIANCE TO THE REQUIREMENTS.
RECORD MINUTES OF THE MEETING, IDENTIFY ALL CONCLUSIONS REACHED AND
MATTERS REQUIRING FURTHER RESOLUTION.
PRODUCTS
A. PRODUCTS AS REQUIRED TO ACHIEVE GOALS STATED IN IAQ MANAGEMENT PLAN
PART 3 EXECUTION
A. IMPLEMENTATION OF INDOOR AIR QUALITY MANAGEMENT PLAN
END OF SECTION 01440
THAT ONE INDUSTRY HAS SOLD OR TRADED WITH ANOTHER THROUGH THE
MARKETPLACE. THIS DEFINITION DOES NOT INCLUDE IN-HOUSE TRIMMINGS, WHICH
ARE NORMALLY FED BACK INTO THE SAME MANUFACTURING PROCESS.
POST-CONSUMER RECYCLED CONTENT COMES FROM CONSUMER WASTE, MUCH OF
WHICH COMES FROM RESIDENTIAL CURBSIDE RECYCLING PROGRAMS FOR ALUMINUM,
GLASS, PLASTIC AND PAPER. TO BE A FEEDSTOCK THE RAW MATERIALS NEED TO
HAVE SERVED A USEFUL PURPOSE OR CONTENT BEFORE BEING USED AGAIN
AGRICULTURAL FIBERS MANUFACTURED WITH BONDING AGENTS. COMPOSITE WOOD
MATERIALS INCLUDE PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF),
PLYWOOD, STRAWBOARD, WHEATBOARD, PANEL SUBSTRATES AND DOOR CORES.
C.1. GENERAL: IT IS THE INTENT OF THESE SPECIFICATIONS TO OUTLINE THE REQUIRED
DOCUMENTATION FOR A SUSTAINABLE DESIGN USING LEED AS GUIDELINES. GENERAL
CONTRACTOR SHALL DOCUMENT THESE GUIDELINES AS NOTED AND SHALL BE PREPARED
TO PROVIDE DOCUMENTATION WHEN REQUESTED BY OWNER AND /OR REPRESENTATIVES.
SUBMITTAL TO LEED FOR CERTIFICATION IS NOT REQUIRED
LEED MATERIALS CALCULATOR (SAMPLE PROVIDED), INCLUDING THE TOTAL PROJECT
MATERIALS COST AND ITEMIZED COSTS OF SPECIFIC MATERIALS BEING TRACKED FOR
LEED CREDITS. ALL MATERIAL COSTS EXCLUDE LABOR AND EQUIPMENT AND THE TOTAL
MATERIALS COST IS EXCLUSIVE OF SPECIALTIES, CONVEYING SYSTEMS AND
MECHANICAL AND ELECTRICAL COMPONENTS.
CLEARLY INDICATES THE PERCENTAGE BY WEIGHT OF POST-CONSUMER AND
PRE-CONSUMER (POST-INDUSTRIAL) RECYCLED CONTENT. MATERIAL COST. REGIONAL
MATERIALS SHALL BE USED WHEN POSSIBLE AND AS APPLICABLE. CUT SHEET, PRODUCT
LITERATURE OR LETTER FROM MANUFACTURER INDICATING THE LOCATION OF HARVEST,
PROCESSING AND MANUFACTURER.
USED INSIDE THE BUILDING'S MOISTURE BARRIER INDICATING THE VOC CONTENT
OF EACH PRODUCT AND VERIFYING THAT EACH PRODUCT MEETS THE
REQUIREMENTS
250
775
250
50
50
50
100
60
50
65
50
50
50
70
100
30
50
50
80
510
490
325
350
550
80
250
140
850
250
150
50
200
100
250
250
250
350
550
100
250
275
200
250
730
250
A. CONCRETE
B. ASPHALT
C. BRICKS
D. CONCRETE MASONRY UNITS (CMU)
E. LAND CLEARING DEBRIS
F. CLEAN DIMENSION WOOD
G. PLYWOOD, OSB, AND PARTICLE BD
H. CARDBOARD
I. PAPER
NON-FLAT
GLOSS
NON-FLAT
VOC LIMIT G/L
A.1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS,
APPLY TO THIS SECTION.
A. DEFINITIONS
A.1. OWNER: LEASING TENANT OF SPACE BEING IMPROVED UNDER THIS CONTRACT OR THEIR
CONSTRUCTION MANAGER.
A.2. BUILDING MANAGER: BUILDING LANDLORD.
A.3. OWNER / REPRESENTATIVE: A FIRM RETAINED BY THE OWNER TO ADMINISTER THE
CONTRACT FOR CONSTRUCTION, INCLUDING PROCESSING OF SUBMITTALS, PAY
APPLICATIONS, PUNCH LISTS, AND OTHER CONSTRUCTION ADMINISTRATION DUTIES.
A.4. CONSTRUCTION MANAGER: "OWNER REPRESENTATIVE" DURING CONSTRUCTION
B. SPECIAL WORK REQUIREMENTS:
B.1. OBTAIN A COPY OF, AND COMPLY WITH, ALL DESIGN & CONSTRUCTION REQUIREMENTS OF
THE BUILDING LANDLORD. NOTIFY THE OWNER/ REPRESENTATIVE IMMEDIATELY IN THE
EVENT THAT LANDLORD'S REQUIREMENTS CONFLICT WITH REQUIREMENTS OF THE
CONTRACT DOCUMENTS.
B.2. LIMIT USE OF PREMISES TO ONLY THOSE AREAS INVOLVED IN THE CONSTRUCTION
OPERATIONS AND AS REQUIRED FOR ACCESS.
B.3. COORDINATE USE OF PREMISES UNDER DIRECTION OF THE OWNER, AND IN ACCORDANCE
WITH THE REQUIREMENTS OF JURISDICTIONAL CODE AUTHORITIES.
B.4. OWNER OCCUPANCY REQUIREMENTS: OWNER RETAINS THE RIGHT TO OCCUPY THE
EXISTING ADJACENT PORTIONS OF THE PREMISES DURING ENTIRE PERIOD OF
CONSTRUCTION. COOPERATE WITH THE OWNER TO MINIMIZE CONFLICT, AND FACILITATE
OWNER'S OPERATIONS.
B.5. PERFORM WORK IN OWNER OCCUPIED AREAS ONLY WHILE THE FACILITY IS CLOSED,
UNLESS APPROVED OTHERWISE.
C. SEPARATE WORK:
C.1. CERTAIN ITEMS WILL BE FURNISHED AND INSTALLED BY OTHERS. REFER TO THE
RESPONSIBILITY MATRIX ON THE DRAWINGS.
C.2. PERFORM WORK SO AS TO ALLOW THE PERFORMANCE OF WORK BY OTHER CONTRACTORS.
D. ITEMS FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR:
D.1. CERTAIN ITEMS WILL BE FURNISHED FOR INSTALLATION BY THE CONTRACTOR. REFER TO
THE RESPONSIBILITY MATRIX ON THE DRAWINGS. COORDINATE WORK TO FACILITATE
INSTALLATION OF THESE ITEMS.
D.2. OWNER RESPONSIBILITIES:
D.2.1. ARRANGE FOR AND DELIVER SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES TO
CONTRACTOR AS APPROPRIATE.
D.2.2. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE.
D.2.3. UPON DELIVERY, INSPECT PRODUCTS JOINTLY WITH CONTRACTOR.
D.2.4. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE.
D.2.5. ARRANGE FOR REPLACEMENT OF DAMAGED, DEFECTIVE, OR MISSING ITEMS.
D.2.6. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, AND SERVICE.
D.3. CONTRACTOR'S RESPONSIBILITIES:
D.3.1. REVIEW SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES WHEN FURNISHED.
D.3.2. RECEIVE AND UNLOAD PRODUCTS AT SITE; INSPECT FOR COMPLETENESS, FOR
DAMAGE, JOINTLY WITH OWNER.
D.3.3. HANDLE, STORE, PROTECT, INSTALL AND FINISH PRODUCTS.
D.3.4. REPAIR OR REPLACE ITEMS DAMAGED BY WORK OF THIS CONTRACT.
D.3.5. COORDINATION:
D.3.5.1. COORDINATE WORK OF ALL TRADES TO ASSURE EFFICIENT AND ORDERLY
SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS, WITH PROVISIONS
FOR ACCOMMODATING ITEMS INSTALLED LATER.
D.3.5.2. COORDINATE SPACE REQUIREMENTS FOR SPRINKLER, MECHANICAL & ELECTRICAL
SYSTEMS. MAKE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES
EFFICIENTLY, AND MAXIMIZE ACCESSIBILITY FOR MAINTENANCE, REPAIR, AND
OTHER INSTALLATIONS.
D.3.5.3. COORDINATE WORK OF ALL DESIGN/BUILD SUBCONTRACTORS WITH OTHER WORK
INDICATED ON THE DRAWINGS.
D.3.6. EXISTING UTILITIES:
D.3.6.1. THE ARCHITECT OR THE OWNER ASSUMES NO RESPONSIBILITY FOR THE
COMPLETENESS OR ACCURACY OF EXISTING UTILITY LINE INFORMATION. UTILITY
INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR.
D.3.6.2. UNLESS OTHERWISE REQUIRED, MAINTAIN ALL EXISTING UTILITIES UNDISTURBED
DURING PROGRESS OF WORK.
D.3.6.3. WHERE TEMPORARY UTILITY SHUTDOWN IS REQUIRED FOR THE PERFORMANCE OF
THE WORK, SCHEDULE AND COORDINATE WITH THE OWNER/BUILDING MANAGER.
SHOULD THE CONTRACTOR IN THE PERFORMANCE OF THE WORK, DISTURB,
DISCONNECT OR DAMAGE ANY EXISTING ANY EXISTING UTILITIES REQUIRED TO
REMAIN IN SERVICE, ALL EXPENSE ARISING FROM SUCH DISTURBANCE, REPLACING
OR REPAIR THEREOF SHALL BE BORNE BY THE CONTRACTOR.
D.3.6.4. MAINTAIN AND OPERATE UTILITIES SYSTEMS TO ASSURE CONTINUOUS SERVICE,
EXCEPT AS OTHERWISE APPROVED BY THE OWNER/BUILDING MANAGER. GIVE NOT
LESS THAN 7 DAYS NOTICE OF PROPOSED UTILITY SHUTDOWNS.
D.3.6.5. OBTAIN APPROVAL FROM THE OWNER/BUILDING MANAGER PRIOR TO CUTTING ANY
UTILITY LINES.
A. A. SUBMITTAL PROCEDURE:
A.1. NO SUBSTITUTIONS NOR DEVIATIONS FROM SPECIFIED PRODUCTS WILL BE ACCEPTED.
LEAVE SPACE FOR CONTRACTOR AND OWNER / REPRESENTATIVE REVIEW STAMPS.
A.2. REVIEW AND SIGN EACH SUBMITTAL PRIOR TO SUBMITTAL TO THE OWNER /
REPRESENTATIVE. UNSIGNED SUBMITTALS WILL BE RETURNED UN-REVEALED.
A.3. UNLESS SPECIFIED OTHERWISE, SUBMIT THE NUMBER OF SUBMITTALS THE CONTRACT
REQUIRES.
A.4. TRANSMIT EACH ITEM TO THE OWNER / REPRESENTATIVE UNDER AIA FORM G810, UNLESS
APPROVED OTHERWISE. INCLUDE PROJECT NAME, CONTRACTOR NAME, SUBCONTRACTOR
OR SUPPLIER NAME, AND DRAWING SHEET, DETAIL NUMBER, OR SPECIFICATION SECTION
NUMBER CORRESPONDING TO THE SUBMITTAL AS APPROPRIATE.
A.5. TRANSMIT IDENTICAL COPY, IN SAME QUANTITY, TO OWNER'S CONSTRUCTION MANAGER
SIMULTANEOUSLY.
A.6. MAKE SUBMITTALS AS REQUESTED IN THE DRAWINGS TO CAUSE NO DELAY IN THE WORK.
ALLOW SUFFICIENT TIME FOR POSSIBLE REVISION AND RESUBMITTAL OF REJECTED
SUBMITTALS. COORDINATE SUBMITTAL OF RELATED ITEMS. REVISE AND RESUBMIT
REJECTED SUBMITTALS AS REQUIRED TO OBTAIN APPROVAL, IDENTIFYING CHANGES MADE
SINCE PREVIOUS SUBMITTAL.
B. SHOP DRAWINGS, DESIGN-BUILD DRAWINGS, PRODUCT DATA AND SAMPLES:
B.1. SHOP DRAWINGS
B.1.1. NUMBER OF COPIES: UNLESS OTHERWISE SPECIFIED, SUBMIT TO THE OWNER /
REPRESENTATIVE ONE LEGIBLE RIGHT-READING REPRODUCIBLE AND ONE COPY FOR
REVIEW, EXCEPT THAT SHOP DRAWINGS 11"X17" OR SMALLER MAY BE SUBMITTED IN
THE FORM OF TWO BLACKLINE OR ELECTROSTATIC BOND COPIES.
B.1.2. UNLESS SPECIFIED OTHERWISE, DRAWINGS SHALL SHOW QUANTITIES, MATERIALS,
METHODS OF ASSEMBLY, ADJACENT CONSTRUCTION, DIMENSIONS, AND ALL OTHER
APPROPRIATE INFORMATION TO FULLY ILLUSTRATE THE WORK.
B.1.3. G.C. TO SUBMIT SPRINKLER SHOP DWGS AND FIRE ALARM SHOP DRAWINGS TO
CONSTRUCTION PROJECT MANAGER FOR REVIEW.
B.2. PRODUCT DATA:
B.2.1. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS AND OTHER
DATA; SUPPLEMENT MANUFACTURE'S STANDARD DATA TO PROVIDE INFORMATION
UNIQUE TO THE WORK.
B.2.2. SUBMIT THE NUMBER OF COPIES THAT THE OWNER / REPRESENTATIVE REQUIRES.
B.3. SAMPLES:
B.4. SUBMIT SAMPLES AS SPECIFIED IN THE TECHNICAL SECTIONS.
B.5. INCLUDE IDENTIFICATION ON EACH SAMPLE GIVING FULL INFORMATION.
B.6. SUBMIT THREE SAMPLES, ONE OF WHICH WILL BE RETAINED BY THE OWNER /
REPRESENTATIVE, UNLESS INDICATED OTHERWISE IN THE TECHNICAL SECTION. C.
CERTIFICATES: SUBMIT THE ORIGINAL SIGNED VERSION TO THE OWNER / REPRESENTATIVE.
A. SUMMARY
A.1. THIS SECTION INCLUDES GENERAL REQUIREMENTS AND PROCEDURES FOR SUSTAINABLE
DESIGN GUIDELINES
B. RELATED SECTIONS
B.1. RELATED SECTIONS INCLUDE THE FOLLOWING:
B.1.1. SECTION 01440 - CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT
B.1.2. SECTION 01430 - CONSTRUCTION WASTE MANAGEMENT
B.2. DEFINITIONS
B.2.1. RECYCLED CONTENT: THE PERCENTAGE BY WEIGHT OF CONSTITUENTS THAT HAVE
BEEN RECOVERED OR OTHERWISE DIVERTED FROM THE SOLID WASTE STREAM, EITHER
DURING THE MANUFACTURING PROCESS (PRE-CONSUMER OR POST-INDUSTRIAL), OR
AFTER CONSUMER USE (POST-CONSUMER).
J. METALS
K. GYPSUM WALLBOARD
L. CARPET
M. PAINT
N. PLASTIC
O. GLASS
P. RIDGED FOAM INSULATION
Q. BEVERAGE CONTAINERS
250 G/L
E.2.5.2.1. ATTENDEES: THE CONTRACTOR AND RELATED CONTRACTOR
PERSONNEL ASSOCIATED WITH THE WORK OF THIS SECTION, INCLUDING
PERSONNEL TO BE IN CHARGE OF THE IAQ MANAGEMENT PROGRAM,
ARCHITECT, OWNER AND SUCH ADDITIONAL PERSONNEL AS THE
ARCHITECT OR OWNER DEEM APPROPRIATE.
A.1. MANAGER: THE CONTRACTOR SHALL DESIGNATE AN ON-SITE PARTY (OR
PARTIES) RESPONSIBLE FOR INSTRUCTING WORKERS AND OVERSEEING AND THE
IAQ MANAGEMENT PLAN FOR THE PROJECT.
A.2. PROGRESS MEETINGS: CONSTRUCTION RELATED IAQ PROCEDURES SHALL BE
INCLUDED IN THE PRE-CONSTRUCTION AND CONSTRUCTION PROGRESS MEETING
AGENDAS.
A.3. DISTRIBUTION: THE CONTRACTOR SHALL DISTRIBUTE COPIES OF THE IAQ
MANAGEMENT PLAN TO THE JOB SITE FOREMAN, EACH SUBCONTRACTOR, THE
OWNER, AND THE ARCHITECT.
A.4. INSTRUCTION: THE CONTRACTOR SHALL PROVIDE ON-SITE INSTRUCTION OF THE
IAQ PROCEDURES AND ENSURE THAT ALL PARTICIPANTS IN THE CONSTRUCTION
PROCESS UNDERSTAND THE IMPORTANCE OF THE GOALS OF THE IAQ
MANAGEMENT PLAN.
A. STANDARDS: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE
TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE
PRECISE WORKMANSHIP.
B. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES,
ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM AUTHORITIES
HAVING JURISDICTION OVER THE WORK.
C. PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY.
D. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER / RECOMMENDATIONS. WHERE
CONFLICT BETWEEN MANUFACTURER / RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS
IS DISCOVERED, NOTIFY THE OWNER / REPRESENTATIVE IMMEDIATELY.
E. EXAMINATION PRIOR TO INSTALLATION:
E.1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND
VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY
PROPERLY COMMENCE. NOTIFY THE OWNER / REPRESENTATIVE IN WRITING OF CONDITIONS
DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK.
E.2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED.
BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY
FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS.
F. TESTING LABORATORY SERVICES:
F.1. THE OWNER WILL ARRANGE FOR THE SERVICES OF AN INDEPENDENT TESTING LABORATORY
TO INSPECT AND TEST THE WORK TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS.
REPORTS OF ALL INSPECTIONS & TESTS SHALL BE SUBMITTED TO THE OWNER/REP. FOR
REVIEW.
F.2. CONTRACTOR'S RESPONSIBILITIES:
F.2.1. COOPERATE WITH TESTING LABORATORY PERSONNEL, AND FURNISH ACCESS, TOOLS,
SAMPLES, CERTIFICATIONS, TEST REPORTS, DESIGN MIXES, EQUIPMENT, STORAGE, AND
ASSISTANCE AS REQUESTED BY THE TESTING LABORATORY.
F.2.2. NOTIFY OWNER / REPRESENTATIVE AND TESTING LABORATORY 48 HOURS PRIOR TO
EXPECTED TIME FOR OPERATIONS REQUIRING INSPECTION AND TESTING. WHEN TESTS
OR INSPECTIONS CANNOT BE PERFORMED, THROUGH THE FAULT OF THE CONTRACTOR,
REIMBURSE THE OWNER FOR THE ADDITIONAL COSTS INCURRED.
F.2.3. REMOVE AND REPLACE ALL WORK FOUND NOT COMPLYING WITH THE CONTRACT
DOCUMENTS. REMEDIES SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
AND CODE REQUIREMENTS.
F.2.4. IF INITIAL TESTS AND INSPECTIONS INDICATE DEFICIENT WORK, THE CONTRACTOR SHALL
REIMBURSE THE OWNER FOR THE COSTS OF ALL SUBSEQUENT TESTS AND INSPECTIONS
RELATED TO THE DEFICIENCY.
F.2.5. ALL DAMAGE WHICH MAY OCCUR TO THE WORK AS A RESULT OF NORMAL TESTING
OPERATIONS SHALL BE REPAIRED TO MATCH SURROUNDING SURFACES.
F.2.6. SCHEDULE TESTING AND INSPECTION SO THAT THE WORK OF TESTING AND INSPECTION
PERSONNEL WILL BE AS CONTINUOUS AND BRIEF AS POSSIBLE.
F.2.7. REIMBURSE THE OWNER FOR TRAVEL AND LODGING EXPENSES INCURRED FOR TESTING
AND INSPECTION SERVICES PERFORMED OUTSIDE A RADIUS OF 100 MILES OF THE SITE.
F.3. TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH CODE REQUIREMENTS & AS
INDICATED IN THE INDIVIDUAL SPECIFICATIONS SECTIONS.
A. TEMPORARY UTILITIES:
A.1. PROVIDE TEMPORARY UTILITIES, SERVICES, AND CONSTRUCTION AS REQUIRED TO PERFORM
THE WORK. COORDINATE ALL TEMPORARY FACILITIES AND CONTROLS WITH THE OWNER.
A.2. ELECTRICITY: CONNECT TO EXISTING SERVICE. TAKE MEASURES TO CONSERVE ENERGY
A.3. LIGHTING: PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTION. PROVIDE
ADDITIONAL TEMPORARY LIGHTING AS REQUIRED. MAINTAIN LIGHTING AND MAKE ROUTINE
REPAIRS.
A.4. HEATING & VENTILATION: PERMANENT SYSTEM MAY BE USED. MAINTAIN SYSTEM DURING
OPERATION. PROVIDE ADDITIONAL TEMPORARY HEAT AS NECESSARY TO MAINTAIN
CONDITIONS SUITABLE FOR CONSTRUCTION.
A.5. TELEPHONE: PROVIDE TEMPORARY TELEPHONE SERVICE DURING CONSTRUCTION.
A.6. WATER: UTILIZE EXISTING FACILITIES.
A.7. SANITATION: EXISTING FACILITIES MAY BE USED BY CONSTRUCTION PERSONNEL PRIOR TO
PROJECT TURNOVER, SUBJECT TO THOROUGH CLEANING AND REPAIR AS NECESSARY TO
LEAVE FACILITIES IN NEW CONDITION. WHEN EXISTING FACILITIES ARE NOT OPERATIONAL OR
ACCESSIBLE, PROVIDE SUITABLE PORTABLE SANITATION UNITS.
B. REQUIRED SITE EQUIPMENT:
B.1. COPIER: CONTRACTOR'S PREFERENCE.
B.2. COMPUTERS: PC'S MUST BE EQUIPPED TO ADEQUATELY PERFORM ELECTRONIC
CONSTRUCTION ADMINISTRATION TASKS AS DIRECTED BY THE OWNER AND THE OWNER /
REPRESENTATIVE. SYSTEM SHALL INCLUDE ASSOCIATED PRINTER(S). AT LEAST ONE
PRINTER SHALL HAVE 11 X 17 INCH GRAPHICS CAPABILITY.
B.3. WINDOWS (CURRENT VERSIONS) & MICROSOFT OFFICE (CURRENT VERSIONS) FOR EACH
COMPUTER.
B.4. AN INTERNET SERVICE PROVIDER ACCOUNT (ISP), A HIGH SPEED, BROADBAND INTERNET
CONNECTION, AND COMPONENTS TO FACILITATE THE NETWORKING OF THE COMPUTERS.
B.5. ADOBE ACROBAT EXCHANGE (CURRENT VERSIONS), AT LEAST ONE STATION FOR INITIATING
DOCUMENTS.
B.6. ADOBE ACROBAT READER (CURRENT VERSIONS) FOR EACH COMPUTER. (FREE SOFTWARE)
B.7. CELLULAR PHONE WITH NATIONAL ACCESS PLAN.
B.8. DIGITAL CAMERA
C. CONTROLS:
C.1. DUST CONTROL: PROVIDE METHODS TO PREVENT DUST FROM PENETRATING INTO THE
ATMOSPHERE, OCCUPIED SPACES, AND OTHER AREAS THAT WOULD BE ADVERSELY
AFFECTED BY DUST.
C.2. WATER CONTROL: COMPLY WITH APPLICABLE JURISDICTIONAL REQUIREMENTS REGARDING
WATER USAGE, CONSERVATION, DETENTION, POLLUTION, AND PERMITS.
C.3. SAFETY BARRIERS: PROVIDE AND MAINTAIN, ALL LAWFUL AND NECESSARY BARRICADES,
RAILINGS, LIGHTS, WARNING SIGNS, SIGNALS, AND PRECAUTIONS AS MAY BE REQUIRED TO
SAFEGUARD PERSONS, FROM INJURY.
C.4. SMOKING: SMOKING SHALL BE PROHIBITED THROUGHOUT JOB SITE.
C.5. NOISE:
C.5.1. UNLESS APPROVED OTHERWISE, LIMIT EXCESSIVE NOISE PRODUCING ACTIVITIES TO
NON-BUSINESS HOURS.
C.5.2. USE SAWS AND HYDRAULIC IMPACTOR EQUIPMENT INSTEAD OF PNEUMATIC TOOLS AND
COMPRESSORS TO REDUCE NOISE.
C.5.3. EQUIPMENT SHALL BE MUFFLED FOR QUIET OPERATION NOT TO EXCEED 50 DECIBELS AT
A DISTANCE OF 20 FEET FROM THE SOURCE.
C.5.4. PORTABLE STEREO EQUIPMENT SHALL BE INAUDIBLE FROM OCCUPIED SPACES DURING
BUSINESS HOURS
D. PROVIDE TEMPORARY WEATHER-TIGHT CLOSURES OF OPENINGS IN EXTERIOR SURFACES TO
PROVIDE ACCEPTABLE WORKING CONDITIONS AND PROTECTION FOR MATERIALS, TO ALLOW FOR
TEMPORARY HEATING, AND TO PREVENT ENTRY OF UNAUTHORIZED PERSONS. WHERE
NECESSARY, PROVIDE DOORS WITH SELF-CLOSING HARDWARE & LOCKS. EXTERIOR ENCLOSURES
SHALL BE SUFFICIENTLY WELL CONSTRUCTED TO PREVENT BLOW OFF DURING INCLEMENT
WEATHER, AND SHALL BE SEALED TIGHT TO PREVENT WATER PENETRATION AND EXCESSIVE AIR
INFILTRATION.
E. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO THE SITE AND WITHIN THE SITE TO PROVIDE
FOR EMERGENCY VEHICLE ACCESS AND TO FACILITATE THE ADJACENT BUSINESS OPERATIONS.
F. TEMPORARY CONSTRUCTION:
F.1.1. OBTAIN APPROVAL FROM OWNER FOR ALL MODIFICATIONS TO EXISTING SYSTEMS OR
FACILITIES NOT INDICATED.
F.1.2. REMOVE TEMPORARY SYSTEMS OR FACILITIES WHEN USE IS NO LONGER REQUIRED.
CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY
SYSTEMS OR FACILITIES.
(CONTINUED ON NEXT PAGE)
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
SPECIFICATIONS
G501
SECTION 01770 PROJECT CLOSEOUT
DIVISION 2 - SITEWORK
SECTION 02221 SELECTIVE DEMOLITION (IF REQUIRED)
DIVISION 3 - CONCRETE
SECTION 03001 CONCRETE
SECTION 03356 CONCRETE SEALER/HARDENER
SECTION 03546 SLAB LEVELING
DIVISION 5 - METALS
SECTION 05400 COLD FORMED METAL FRAMING
SECTION 05500 - METAL FABRICATIONS
DIVISION 7: THERMAL AND MOISTURE PROTECTION
SECTION 07200 BUILDING THERMAL INSULATION (AS REQUIRED)
SECTION 01600 PRODUCT REQUIREMENTS
SECTION 07515 ROOF PATCHING - BY LANDLORD'S SUBCONTRACTOR
AT TENANT'S EXPENSE (U.O.N.)
SECTION 07620 SHEET METAL FLASHING AND TRIM
SECTION 07810 - SPRAYED-ON FIREPROOFING
SECTION 07840 - FIRESTOPPING
B.4. A SUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR:
B.4.B. SHALL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT.
B.4.D. WAIVES CLAIMS FOR ADDITIONAL COSTS THAT MAY SUBSEQUENTLY BECOME APPARENT.
B.4.E. AGREES TO PAY ALL COSTS OF REDESIGN RELATED TO THE SUBSTITUTION.
B.5. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP
DRAWINGS OR PRODUCT DATA SUBMITTALS.
SECTION 01733 PATCHING AND REPAIR
C. PATCHING OF EXISTING CONCRETE DECK:
C.1. SEE LANDLORD'S CONSTRUCTION CRITERIA FOR ALL DECK PENETRATION WORK.
C.2. INSTALL ALL DECK PENETRATIONS PER THE APPROPRIATE UL ASSEMBLIES - SEE L.L.'S
CONSTRUCTION CRITERIA.
C. COMPLETE THE FOLLOWING PRIOR TO SUBSTANTIAL COMPLETION:
C.4. MAKE FINAL CHANGE OVER OF LOCKS AND TRANSMIT THE KEYS TO THE OWNER. ADVISE THE
OWNER'S PERSONNEL OF CHANGE OVER IN SECURITY PROVISIONS.
D. CLOSEOUT PROCEDURES:
NOT
D.2. AS PART OF THE INSTRUCTION FOR OPERATING EQUIPMENT, DEMONSTRATE THE FOLLOWING
PROCEDURES:
D.2.1. START-UP
D.2.2. SHUT-DOWN
D.2.3. EMERGENCY OPERATIONS
D.2.4. NOISE AND VIBRATION ADJUSTMENTS
D.2.5. SAFETY PROCEDURES
D.2.6. ECONOMY AND EFFICIENCY ADJUSTMENTS
D.2.7. EFFECTIVE ENERGY UTILIZATION
E. CLOSEOUT SUBMITTALS:
E.3. PRIOR TO FINAL PAYMENT, SUBMIT THE FOLLOWING AFFIDAVITS USING THE FORMS LISTED BELOW:
E.3.1. CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS AIA DOCUMENT G706.
E.3.2. CONSENT OF SURETY TO FINAL PAYMENT AIA DOCUMENT G707.
E.3.3. CONTRACTOR'S LIEN RELEASE, AND LIEN RELEASES FROM EACH SUBCONTRACTOR;
CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS AIA DOCUMENT G706A
E.3.4. SUBMIT FINAL APPLICATION FOR PAYMENT IDENTIFYING TOTAL ADJUSTED CONTRACT SUM,
PREVIOUS PAYMENTS, AND SUM REMAINING DUE.
F. PROJECT RECORD DOCUMENTS:
F.3. DOCUMENTS SHALL BE IN SAME FORMAT AS THE CONSTRUCTION DOCUMENTS.
F.4. KEEP DOCUMENTS CURRENT; DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED
INFORMATION HAS BEEN RECORDED.
G. RECORD DOCUMENT SUBMITTALS:
G.1. ALL DATA OF 8-1/2" X 11" OR SMALLER IN SIZE SHALL BE SUBMITTED IN A THREE-RING BINDER
PROPERLY INDEXED BY ITEM.
G.3. SUBMIT THE FOLLOWING:
G.3.1. ONE (1) SET OF ADDENDA BULLETINS AND CHANGE ORDERS WITH BACKUP.
G.3.3. ONE (1) SET OF FIRE SPRINKLER SHOP DRAWINGS (FACTORY MUTUAL APPROVED ONLY IF
REQUIRED BY LANDLORD).
G.3.5. THREE (3) COPIES OF AIR BALANCE REPORT.
G.3.7. TYPEWRITTEN LIST CONTAINING NAMES, ADDRESSES, AND PHONE NUMBERS OF ARCHITECT,
ENGINEERS, GENERAL CONTRACTOR, AND SUBCONTRACTORS.
G.3.9. ADDITIONAL QUANTITIES OF MATERIALS AS LISTED BELOW AND DELIVERED TO JOB SITE AND
SIGNED FOR BY THE STORE MANAGER (WHERE APPLICABLE):
G.3.9.1. RESILIENT TILE - TWENTY-FOUR (24) PIECES.
G.3.9.2. CERAMIC TILE - TWELVE (12) PIECES OF FIELD TILE, ACCENT TILES, BULL NOSE &
SPECIALTY TILES
G.3.10. LANDLORD AND/OR OWNER PUNCHLIST AS COMPLETED AND APPROVED
I. FINAL CLEANING:
A.3. COMPLIANCE: COMPLY WITH SAFETY STANDARDS & GOVERNING REGULATIONS FOR CLEANING
OPERATIONS. DO NOT DISCHARGE VOLATILE OR OTHER HARMFUL OR DANGEROUS MATERIALS INTO
DRAINAGE SYSTEMS. REMOVE WASTE MATERIALS FROM SITE & DISPOSE OF IN A LAWFUL MANNER.
A. VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO DEMOLITION.
B. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK.
A. SUMMARY: CAST-IN-PLACE CONCRETE, INCLUDING REINFORCING, ACCESSORIES, AND FORMWORK.
B. QUALITY ASSURANCE:
B.1. PERFORM WORK IN ACCORDANCE WITH ACI 301, UNLESS INDICATED OR SPECIFIED OTHERWISE.
C. MATERIALS:
C.1. CONCRETE MATERIALS:
C.1.1. CEMENT: ASTM C150, NORMAL - TYPE 1 PORTLAND CEMENT; GRAY COLOR.
C.1.2. NORMAL WEIGHT FINE AND COARSE AGGREGATES: ASTM C33; SEVERE WEATHER EXPOSURE.
REINFORCING STEEL: ASTM C615, GRADE 60.
C.1.3. CHAIRS, BOLSTERS, BAR SUPPORTS, AND SPACERS: PLASTIC; SIZED AND SHAPED FOR
STRENGTH AND SUPPORT OF REINFORCEMENT DURING INSTALLATION AND PLACEMENT OF
CONCRETE.
C.1.4. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE.
C.1.5. ADMIXTURES
C.1.5.1. AIR-ENTRAINMENT: ASTM C 260.
C.1.5.2. WATER REDUCER NORMAL: ASTM C 494/C 494M, TYPE A.
C.1.5.3. ACCELERATOR: ASTM C 494/C 494M, TYPE C OR E, NON-CORROSIVE, NON-CHLORIDE.
C.1.5.4. HIGH RANGE WATER REDUCER (SUPERPLASTICIZER): ASTM C 494/C 494M, TYPE F OR G
AND SHALL BE OF THE SECOND OR THIRD GENERATION TYPE. SHALL BE BATCH PLANT
ADDED TO EXTEND PLASTICITY TIME, AND REDUCE WATER 20 TO 30 PERCENT.
C.1.6. ACCESSORIES:
C.1.6.1. BONDING AGENT: TWO-COMPONENT MOISTURE INSENSITIVE, 100% SOLIDS EPOXY ADHESIVE
WITH A SHEAR BOND TO CONCRETE STRENGTH OF OVER 1400 PSI.
C.1.6.2. NON-SHRINK GROUTS: NON-CATALYZED NATURAL AGGREGATE GROUT; MINIMUM 7000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS.
C.1.6.3. FORM RELEASE AGENT: THAT WILL NOT BOND WITH, STAIN OR ADVERSELY AFFECT
CONCRETE SURFACES, AND WILL NOT IMPAIR SUBSEQUENT TREATMENTS OF CONCRETE
SURFACES WHEN APPLIED TO MOST FORMS OR FORM LINERS.
C.1.6.4. CURING MATERIALS: WATERPROOF SHEET MATERIAL:
C.1.6.4.1. WATERPROOF PAPER IN ACCORDANCE WITH ASTM C171; REINFORCED WATERPROOF
KRAFT PAPER; WHITE COLOR AT EXTERIOR APPLICATIONS; BURKE KRAFT CURING
PAPER TYPE I-SK-30, OR APPROVED.
C.1.6.5. WATERSTOP TAPE: BENTONITE WATERSTOP: WATERSTOP-RX BY CETCO BUILDING
MATERIALS GROUP (800-527-9948) OR "SUPERSTOP" BY TREMCO
SEALANT/WATERPROOFING DIVISION, OR APPROVED (800 321 7906); SIZE AS
RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION.
D. CONCRETE MIX:
D.1. MIX CONCRETE IN ACCORDANCE WITH ASTM C94/C94M, AND IN ACCORDANCE WITH THE
REQUIREMENTS INDICATED ON THE DRAWINGS; MINIMUM 3000 PSI 28 DAY COMPRESSIVE STRENGTH.
D.3. ALL SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50 DEGREES F SHALL CONTAIN THE
SPECIFIED ACCELERATOR.
D.4. ALL CONCRETE REQUIRED TO BE AIR ENTRAINED SHALL CONTAIN AIR-ENTRAINING ADMIXTURE TO
PRODUCE 4% TO 6% AIR.
D.5. PROVIDE CONCRETE WITH A WATER/CEMENT RATIO OF 0.40 OR LOWER AT ALL INTERIOR SLABS.
E. REINFORCEMENT:
E.1. FABRICATE AS INDICATED AND IN ACCORDANCE WITH ACI 315.
E.2. PLACE, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT.
E.3. FOR SLABS ON GRADE, UNLESS INDICATED OTHERWISE, PROVIDE 6 X 6 - W2.9 X W2.9 WELDED WIREMESH.
E.4. LOCATE REINFORCING SPLICES NOT INDICATED ON THE DRAWINGS AT POINTS OF MINIMUM STRESS.
F. SLABS:
F.1. CONTROL JOINTS:
F.1.2. CONTROL JOINTS SHALL BE SAW CUT, TOOLED, UNLESS INDICATED OTHERWISE.
F.1.3. RADIUS TOOLED CONTROL JOINTS TO MATCH EXPANSION JOINTS.
F.1.5. AT EXTERIOR SIDEWALKS, PLACE CONTROL JOINTS AT MAXIMUM 5-FOOT INTERVALS.
F.2. CONSTRUCTION JOINTS: PLACE AT CONTROL JOINT LOCATIONS.
F.3. SLAB FINISHES:
F.3.1. A. INTERIOR SLABS: LIGHT STEEL TROWEL.
F.4. SLAB TOLERANCES: SLABS: CLASS B IN ACCORDANCE WITH ACI 301. SLAB SHALL BE LEVELED
AND MUST HAVE A MAXIMUM SLOPE OF 1/4" VERTICAL OVER A 12'-0" HORIZONTAL SPAN
A. SUMMARY: APPLICATION OF SEALER, HARDENER AND DENSIFIER FOR CONCRETE SURFACES.
C. REFERENCES:
C.1. ACI 308: STANDARD SPECIFICATION FOR CURING CONCRETE
D. ACCEPTABLE PRODUCT: CONSOLIDECK LS DENSIFIER BY PROSOCO, INC.
D.1. PROSOCO, INC. 3741 GREENWAY CIRCLE, LAWRENCE, KS 66046. (800) 255-4255,
CUSTOMERCARE@PROSOCO.COM
D.2. FORM: CLEAR, WATER LIKE LIQUID.
E. PREPARATION:
F. APPLICATION:
F.1. CALCULATING TARGET COVERAGE RATE.
F.1.1. CALCULATE TARGET COVERAGE RATE PER MANUFACTURER'S RECOMMENDATION.
A. SECTION INCLUDES:
A.1. UNDERLAYMENTS AS NECESSARY FOR LEVELING OF NEW OR EXISTING CAST-IN-PLACE CONCRETE
SLABS, AS NECESSARY TO MEET SPECIFIED TOLERANCES.
A.2. TOPPINGS AS NECESSARY FOR LEVELING OF NEW OR EXISTING SLABS AT LOCATIONS INDICATED TO
RECEIVE CONCRETE SEALER ONLY.
A.3. RAMPS AND TAPERS AS NECESSARY TO CORRECT LEVELS BETWEEN DISSIMILAR FINISH.
B. ENVIRONMENT REQUIREMENTS
B.1. MAINTAIN SURFACE AND AMBIENT TEMPERATURE OF BETWEEN 50 AND 80 DEGREES F FOR 24
HOURS BEFORE, DURING, AND 24 HOURS AFTER UNDERLAYMENT INSTALLATION.
B.2. KEEP TRAFFIC OUT OF AREA IN WHICH UNDERLAYMENT IS BEING APPLIED OR CURED.
C. SELF LEVELING, UNDERLAYMENT SYSTEM: SELF - LEVELING, POURABLE, CEMENT BASED MATERIAL,
MINIMUM 28 DAY COMPRESSIVE STRENGTH 2,000 PSI: MINIMUM BOND STRENGTH 200 PSI; ONE OF THE
FOLLOWING AS RECOMMENDED BY MANUFACTURER FOR CONDITIONS.
C.1. MAPEI CORPORATION "ULTRAPLAN 1" OR "NOVOPLAN 2."
C.2. ARDEX INCL "K-15" SELF-LEVELING UNDERLAYMENT CONCRETE
C.3. LATICRETE INTERNATIONAL, INC. "LATICRETE 86 LATILEVEL THIN POUR UNDERLAYMENT"
D. TROWELABLE UNDERLAYMENT SYSTEM: AS RECOMMENDED BY MANUFACTURER FOR CONDITIONS:
D.1. MAPEI CORPORATION "MAPECEM 100" OR PLANITOP 10"
D.2. ARDEX INC. "SD-P" FAST - SETTING UNDERLAYMENT.
D.3. LATICRETE INTERNATIONAL, INC. "LATICRETE 220 MEDIUM BED MORTAR MIXED WITH LATICRETE 3701
LATEX MORTAR ADMIX."
E. CEMENTITIOUS TOPPINGS: FOR REPAIR OF CONCRETE SURFACES AT LOCATIONS INDICATED TO REMAIN
EXPOSED AS A WALK ABLE SURFACE:
E.1. SELF-LEVELING TYPES:
E.1.1. MAPEI CORPORATION "ULTRATOP". SELF-LEVELINGABRASION-RESISTANT TOPPING.
E.1.2. ARDEX INC. "K-500" SELF-LEVELING CONCRETE TOPPING.
E.2. TROWELABLE TYPES:
E.2.1. MAPEI CORPORATION "MARECEM 100" FAST-SETTING TOPPING MORTAR
E.2.2. ARDEX INC. "CD SELF-DRYING CONCRETE DRESSING.
F. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS RECOMMENDED BY THE
UNDERLAYMENT MANUFACTURER FOR THE CONDITIONS OF THE PROJECT.
G. THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN PROPER PROPORTIONS TO
ACHIEVE SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS.
H. WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPLISHED BY USED OF LATEX
UNDERLAYMENT, AS SPECIFIED IN OTHER SECTIONS, INSTALL CEMENTITIOUS UNDERLAYMENT TO CONCRETE
SLABS AS INDICATED ON THE DRAWINGS, AND AS NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO
PROPER ELEVATION.
I. PREPARATION:
I.1. INSPECT FLOOR TO VERIFY THAT DEMOLITION IS COMPLETE TO THE POINT WHERE WORK MAY
PROGRESS.
I.2. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY CONSTRUCTION
JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE FLOOR DOES NOT MEET SPECIFIED
TOLERANCE REQUIREMENTS.
I.3. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER SUBSTANCE
THAT WOULD AFFECT PROPER BONDING AND CURING.
J. APPLICATION
J.1. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AND AT OTHER
LOCATIONS AS APPROPRIATE TO INSTALLATION CONDITIONS; INSTALL SELF-LEVELNESS.
J.2. SET SCREEDS, MARKERS AND REFERENCE BLOCKS. SET SCREEDS AT ALL CONSTRUCTION AND
CONTROL JOINTS TO ESTABLISH WEAKENED PLANE JOINTS IN UNDERLAYMENT.
J.3. INSTALL PATCHING COMPOUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
WHERE SUBSEQUENT FINISHING OF THE MATERIAL IS REQUIRED, FLOAT TO LEVEL SURFACE. DO NOT
TROWEL.
J.4. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT; REPEAT APPLICATION IF NECESSARY TO
ACHIEVE PROPER BUILD.
J.5. MIX MATERIALS AND POUR OR PUMP AND SQUEEGEE INTO PLACE TO ACHIEVE APPROPRIATE
THICKNESS. PROVIDE FILL THICKNESS AS NECESSARY TO ALIGN CORK FLOORING WITH ADJACENT
FLOOR SURFACES.
J.6. FINISH TO A SMOOTH LEVEL SURFACE WITHIN TOLERANCES SPECIFIED FOR CONCRETE FLOORS.
J.7. CURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
J.8. TOLERANCES: AS SPECIFIED IN SECTION 03001. SLAB SHALL BE LEVELED AND MUST HAVE A
MAXIMUM SLOPE OF 1/4" VERTICAL OVER A 12'-0" HORIZONTAL SPAN
K. CLEANING: AS WORK PROCEEDS, CLEAN UP EXCESS MATERIALS, RUBBISH, AND SPLASH.
A. SUMMARY: LIGHT-GAUGE COLD FORMED METAL FRAMING INDICATED ON THE DRAWINGS.
B. QUALITY ASSURANCE:
B.1. THE WORK OF THIS SECTION IS SUBJECT TO TESTING AND INSPECTION AS SPECIFIED IN 01450.
B.2. FOR WELDED CONNECTIONS, USE ONLY AWS CERTIFIED WELDERS.
B.3. REGULATORY REQUIREMENTS: FRAMING SYSTEM SHALL MEET THE REQUIREMENTS OF THE
JURISDICTIONAL CODE AUTHORITIES.
C. COMPONENTS:
C.1. COLD FORMED LIGHT-GAUGE STEEL FRAMING: AS INDICATED ON THE STRUCTURAL DRAWINGS; G60
ZINC COATED FINISH IN ACCORDANCE WITH ASTM A 653/A 653M
C.2. SCREWS: ASTM C954-07; SELF-DRILLING, SELF-TAPPING; PAN HEAD; GALVANIZED OR
FLUOROPOLYMER COATED STEEL.
C.3. ZINC RICH TOUCH-UP PAINT: "GALV-WELD", "GALVICAN","ZRC COLD GALVANIZED COMPOUND", OR
APPROVED.
D. INSTALLATION:
D.2. ERECT METAL FRAMING AS INDICATED.
D.3. WELDS SHALL BE IN ACCORDANCE WITH AWS D1.3.
D.4. METAL FRAMING MEMBERS SHALL BE SAW OR SHEAR CUT. NO TORCH CUTTING IS PERMITTED.
D.5. CONSTRUCT CORNERS WITH A MINIMUM OF 3 STUDS PER CORNER.
D.6. FRAME BOTH SIDES OF EXPANSION AND SEISMIC JOINTS. DO NOT BRIDGE JOINTS WITH SYSTEM
COMPONENTS OR ACCESSORIES.
D.7. PROVIDE FRAMING AS REQUIRED TO FORM SOLID BACKING FOR ALL EDGES OF GYPSUM SHEATHING,
AND TRIM ACCESSORIES.
D.8. TOLERANCES:
D.8.1. PLUMBNESS: PLUMB WITHIN 1/8 INCH IN 10 FEET.
D.8.2. LOCATION: LOCATED WITHIN 1/4 INCH OF THE REQUIRED LOCATION.
D.8.3. ALIGNMENT: STUD AND RUNNER FACES TO RECEIVE FINISH MATERIALS SHALL NOT VARY GREATER
THAN 1/8 INCH FROM THE REQUIRED PLANE, WITH NO ABRUPT JOGS OR BREAKS IN PLANE.
D.8.4. LEVEL: LEVEL WITHIN 1/8 INCH IN 10 FEET.
D.9. ERECT MEMBERS IN ONE-PIECE FULL LENGTH. SPLICING AND WIRE TYING OF FRAMING COMPONENTS
SHALL NOT BE USED.
D.10. TOUCH-UP FIELD WELDS AND SCRATCHED OR DAMAGED GALVANIZING WITH ZINC RICH PAINT.
D.11. ATTACH CROSS STUDS OR FURRING CHANNELS TO STUDS FOR ATTACHMENT OF WALL-MOUNTED ITEMS.
A. GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT INCLUDED
AS PART OF OTHER SECTIONS WITH ANCHORS AND ACCESSORIES FOR COMPLETE INSTALLATION.
B. STEEL SHAPES: ASTM A36 STEEL.
C. GROUT: PROVIDE NON-SHRINK, NON-METALLIC, PRE-MIXED, FACTORY PACKAGED, NON-STAINING,
NON-CORROSIVE, NON-GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR
APPLICATIONS INDICATED.
D. GENERAL FABRICATION: GRIND EXPOSED WELDS SMOOTH AND FLUSH WITH ADJACENT SURFACES;
E. STEEL RAILINGS: WELDED TYPE WITH 1-1/2" OUTSIDE DIAMETER TUBE HANDRAILS; DESIGNED TO SUPPORT
MINIMUM LATERAL FORCE OF 50 LBS/LIN FT UNIFORM LOAD AND 200 LBS AT ANY POINT WITHOUT
PERMANENT SET OR DAMAGE.
E.1. STANDARDS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ACCESS FOR PERSONS WITH
DISABILITIES AND WITH NAAMM "PIPE RAILING MANUAL."
F. PRE-ENGINEERED SUPPORT SYSTEMS: UNISTRUT OR GRINNELL/POWERSTRUT MANUFACTURED
PRE-ENGINEERED SUPPORT SYSTEM CONSISTING OF MINIMUM 12 GAGE "C" CHANNEL SUPPORTS WITH
ANCHORS, ATTACHMENTS, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.
DIVISION 6: WOOD AND PLASTIC
SECTION 06100 ROUGH CARPENTRY - (USE ONLY NON-COMBUSTIBLE BLOCKING IN
CONCEALED SPACES)
A. SUMMARY:
A.1. MISCELLANEOUS SHEATHING.
A.2. WOOD BLOCKING AND NAILERS.
B. QUALITY ASSURANCE:
C. DIMENSION LUMBER:
C.4.1. BLOCKING AND NAILERS: "UTILITY - LIGHT FRAMING," OR BETTER.
D. PANEL MATERIALS:
D.2. TERMINAL BACKBOARDS: APA AC GRADE EXTERIOR; FIRE RETARDANT TREATED.
E. ACCESSORIES:
E.1. FASTENERS:
F. WOOD TREATMENT:
F.1. WOOD PRESERVATIVE (PRESSURE TREATMENT):
F.1.4. TREATED WOOD SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19
F.2. FIRE RETARDANT TREATMENT: (ONLY FOR USE IN NON-COMBUSTIBLE CONSTRUCTION)
F.2.5. APPROVED PRODUCTS:
F.2.5.2. EXTERIOR FIREPROOFING: HOOVER TREATED WOOD PRODUCTS "EXTERIOR FIRE-X."
G. BLOCKING AND NAILERS: (USE NON-COMBUSTIBLE BLOCKING AT CONCEALED LOCATIONS)
G.3. BACKING:
G.3.3. SECURE BACKING WITH EDGES ON FIRM BEARING.
A. MATERIALS:
A.2. TAPE: TO MATCH FOIL SCRIM KRAFT FACE; 2 INCH WIDTH.
B. INSTALLATION:
B.2. TRIM INSULATION NEATLY TO FIT SPACES. INSTALL WITHOUT GAPS OR VOIDS.
B.3. INSTALLATION OF THERMAL BATT INSULATION:
B.3.3. MECHANICAL FASTENING:
B.3.3.2. MECHANICALLY OR ADHESIVELY BOND THE RETAINING PINS TO THE SUBSTRATE IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
C. R VALUE SCHEDULE:
C.1. PROVIDE INSULATION IN SUFFICIENT THICKNESS TO PROVIDE THE FOLLOWING R VALUES:
C.1.1. VERTICAL ASSEMBLIES WITH HORIZONTAL HEAT FLOW: R19.
SECTION 07260 - SLAB-ON-GRADE VAPOR RETARDER
A. GENERAL: PROVIDE SLAB-ON-GRADE VAPOR RETARDER.
C.1. PERMEANCE: MAXIMUM 0.025 PERMS, ASTM F1249 AND E154 TESTS.
A. DELIVERY, STORAGE AND HANDLING:
A.1. TRANSPORT AND HANDLE PRODUCTS BY METHODS TO AVOID PRODUCT DAMAGE.
A.2. MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER'S CONTAINERS OR
PACKAGING, UNTIL READY FOR INSTALLATION.
A.3. UNLESS SPECIFIED OTHERWISE, STORE PRODUCTS IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
B. PRODUCT OPTIONS AND SUBSTITUTIONS:
B.1. WHERE SPECIFICATIONS INDICATE A SINGLE PROPRIETARY PRODUCT, SUBSTITUTIONS
WILL NOT BE CONSIDERED. FURNISH PRODUCTS SPECIFIED, EXCEPT WHERE "OR
APPROVED" IS USED.
B.2. SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLLOWING REASONS:
B.2.A. A PRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR.
B.2.B. SUBSEQUENT INFORMATION OR CHANGES INDICATE THAT THE SPECIFIED
PRODUCT WILL NOT PERFORM AS INTENDED.
C. GENERAL PRODUCT INSTALLATION REQUIREMENTS: PERFORM WORK IN ACCORD WITH
MANUFACTURER'S INSTRUCTIONS. DO NOT OMIT ANY PREPARATORY STEP OR INSTALLATION
PROCEDURE UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY CONTRACT DOCUMENTS.
B.4.C. WILL COORDINATE INSTALLATION AND MAKE OTHER CHANGES THAT MAY BE REQUIRED FOR
WORK TO BE COMPLETE IN ALL RESPECTS.
A. DEFINITIONS: PROJECT CLOSEOUT IS THE TERM USED TO DESCRIBE CERTAIN COLLECTIVE
PROJECT REQUIREMENTS INDICATING COMPLETION OF THE WORK THAT ARE TO BE FULFILLED
NEAR THE END OF THE CONTRACT TIME, IN PREPARATION FOR FINAL ACCEPTANCE AND
OCCUPANCY OF THE WORK BY THE OWNER, AS WELL AS FINAL PAYMENT TO THE CONTRACTOR
AND THE NORMAL TERMINATION OF THE CONTRACT. SPECIFIC REQUIREMENTS FOR INDIVIDUAL
UNITS OF WORK ARE INCLUDED IN THE APPROPRIATE SECTIONS IN DIVISION 2 THROUGH 16.
D.1. GENERAL OPERATING AND MAINTENANCE INSTRUCTIONS: ARRANGE FOR EACH INSTALLER
OF OPERATING EQUIPMENT AND OTHER WORK THAT REQUIRES REGULAR OR CONTINUING
MAINTENANCE TO MEET AT THE SITE WITH THE OWNER'S PERSONNEL TO PROVIDE
NECESSARY BASIC INSTRUCTION IN THE PROPER OPERATION AND MAINTENANCE OF THE
ENTIRE WORK. WHERE INSTALLERS ARE EXPERIENCED IN THE REQUIRED PROCEDURES,
INCLUDE INSTRUCTION BY THE MANUFACTURER'S REPRESENTATIVES.
E.2. SUBMIT CERTIFICATE OF OCCUPANCY AND ALL OTHER CERTIFICATES OF APPROVAL REQUIRED BY
THE GOVERNING AUTHORITIES INCLUDING INSPECTION REPORTS AND NOTICE OF COMPLETION.
F.1. MAINTAIN A COMPLETE SET OF RECORD DRAWINGS THAT CLEARLY & NEATLY INDICATE EXACT
INSTALLED LOCATIONS OF ITEMS THAT WILL BE CONCEALED IN THE WORK SUCH AS CONDUIT,
PIPING, DUCTS, REINFORCING, MECHANICAL & ELECTRICAL EQUIPMENT, AND SIMILAR ITEMS.
SHOW ALL CHANGES FROM THE CONTRACT DOCUMENTS & ALL UNCOVERED EXISTING
CONDITIONS THAT WILL BE SUBSEQUENTLY CONCEALED.
B.3. DOCUMENT EACH SUBSTITUTION REQUEST WITH COMPLETE DATA SUBSTANTIATING
COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. REQUESTS FOR
SUBSTITUTION SHALL BE MADE IN WRITING TO THE ARCHITECT ON DOCUMENT 01601 -
SUBSTITUTION REQUEST FORM, AVAILABLE SEPARATELY UPON REQUEST. LIMIT EACH REQUEST
TO ONE PROPOSED PRODUCT OR SYSTEM. FOR SUBSTITUTIONS PRIOR TO AGREEMENT,
SIGNATURE AND PROJECTED COST DATA ARE NOT REQUIRED.
B.4.A. HAS INVESTIGATED PROPOSED PRODUCT AND HAS DETERMINED THAT IT MEETS OR
EXCEEDS, IN ALL RESPECTS, THE SPECIFIED PRODUCT.
B.6. ARCHITECT AND OWNER WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION, AND
WILL NOTIFY CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME.
A. REPAIR EXISTING SURFACES AND CONSTRUCTION AS NECESSARY TO MAKE WORK COMPLETE,
WITH ALL COMPONENTS MATCHING AND CONSISTENT.
B. PROVIDE A SMOOTH, EVEN, AND INVISIBLE TRANSITION TO NEW CONSTRUCTION. WHEN FINISHED
SURFACES ARE CUT SO THAT AN INVISIBLE TRANSITION WITH NEW WORK IS NOT POSSIBLE,
TERMINATE EXISTING SURFACE ALONG THE NEAREST BREAKLINE, JOINT, OR CORNER.
C.3. USE LANDLORDS SUBCONTRACTOR FOR PATCH & REPAIR OF ROOF PENETRATIONS AT
TENANTS EXPENSE. (U.O.N.)
B. TIME OF CLOSEOUT IS DIRECTLY RELATED TO SUBSTANTIAL COMPLETION. THEREFORE THE TIME
OF CLOSEOUT MAY BE EITHER A SINGLE TIME PERIOD FOR THE ENTIRE WORK OR A SERIES OF
TIME PERIODS FOR INDIVIDUAL ELEMENTS OF THE WORK THAT HAVE BEEN CERTIFIED AS
SUBSTANTIALLY COMPLETE AT DIFFERENT DATES. THIS TIME VARIATION, IF ANY, SHALL BE
APPLICABLE TO THE OTHER PROVISIONS OF THIS SECTION.
C.1. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP MAINTENANCE BONDS, MAINTENANCE
AGREEMENTS, FINAL CERTIFICATIONS & SIMILAR DOCUMENTS.
C.2. OBTAIN AND SUBMIT RELEASES ENABLING OWNER'S FULL UNRESTRICTED USE OF THE WORK
AND ACCESS TO SERVICES AND UTILITIES, WHERE REQUIRED, INCLUDING OCCUPANCY
PERMITS, OPERATING CERTIFICATES, AND SIMILAR RELEASES.
C.3. DELIVER TOOLS, SPARE PARTS, EXTRA STOCKS OF MATERIALS, AND SIMILAR PHYSICAL ITEMS
TO THE OWNER.
C.5. DISCONTINUE OR CHANGE OVER AND REMOVE TEMPORARY FACILITIES AND SERVICES FROM
THE PROJECT SITE ALONG WITH CONSTRUCTION TOOLS AND FACILITIES, MOCK-UPS, AND
SIMILAR ELEMENTS.
C.6. COMPLETE FINAL CLEAN UP REQUIREMENTS, INCLUDING TOUCH UP OF PAINTING. TOUCH UP
AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES.
E.1. IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, AND
SUBMITTALS REQUIRED UNDER SECTION 01330, FURNISH THE FOLLOWING DOCUMENTS.
F.2. RECORD DRAWINGS SHALL BE USED FOR NO OTHER PURPOSE AND SHALL BE STORED
SEPARATELY FROM THOSE USED FOR CONSTRUCTION.
G.3.2. ONE (1) SET OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING
AS-BUILT (RECORD) DRAWINGS ON WHITE BOND PAPER, PLUS (1) COPY (SCANNED) IN PDF
FORMAT ON CD ONLY.
G.3.6. ONE (1) SET APPROVED CONTROL SCHEMATIC DRAWINGS WITH SEQUENCE OF OPERATION.
(NOTE: ONLY IF DIFFERENT FROM ENGINEERED DRAWINGS.)
G.3.8. ONE (1) COPY OF TYPEWRITTEN LIST CONTAINING BRAND NAMES & IDENTIFICATION NUMBERS
FOR ALL PAINTS AND STAINS USED, WOOD FLOOR FINISHES, ACOUSTICAL CEILING TILES & ALL
QUARRY AND CERAMIC TILE USED OF MATERIALS WHICH DIFFER FROM SPECIFICATIONS.
G.3.4. ONE (1) SET OF OPERATING AND MAINTENANCE MANUALS OR MAJOR PIECES OF
EQUIPMENT AND GUARANTEES PER SPECIFICATIONS IN BOUND FORM. OWNER RESERVES
RIGHT TO RECEIVE ADDITIONAL MANUALS UPON REQUEST ON HVAC EQUIPMENT PUMPS,
FANS, HW HEATERS, TRANSFORMERS, ELECTRICAL PANELS, AND EMERGENCY LIGHTING.
H. MAINTENANCE MANUALS: ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS
OF MANAGEABLE SIZE. BIND DATA INTO INDIVIDUAL BINDERS PROPERLY IDENTIFIED AND INDEXED.
BIND EACH SET OF DATA IN A HEAVY-DUTY 2" THREE RING VINYL COVERED BINDER WITH POCKET
FOLDERS FOR FOLDED SHEET INFORMATION. MARK THE APPROPRIATE IDENTIFICATION ON BOTH
FRONT AND SPINE OF EACH BINDER, INCLUDE THE FOLLOWING TYPES OF INFORMATION IN
OPERATION AND MAINTENANCE MANUALS:
H.1. EMERGENCY INSTRUCTIONS, SPARE PARTS LIST, COPIES OF WARRANTIES, WIRING DIAGRAMS,
TURN AROUND CYCLES, INSPECTION PROCEDURES, SHOP DRAWING'S AND PRODUCT DATA.
A.2. REMOVAL OF PROTECTION: EXCEPT AS OTHERWISE INDICATED OR REQUESTED BY THE OWNER /
REPRESENTATIVE, REMOVE TEMPORARY PROTECTION DEVICES AND FACILITIES WHICH WERE
INSTALLED DURING THE COURSE OF THE WORK TO PROTECT PREVIOUSLY COMPLETED WORK
WORK DURING THE REMAINDER OF THE CONSTRUCTION PERIOD.
A.1. CLEANING: PROVIDE FINAL CLEANING OF THE WORK AT THE TIME INDICATED. CLEAN EACH
SURFACE OR UNIT OF WORK TO THE CONDITION EXPECTED FROM A NORMAL COMMERCIAL
BUILDING CLEANING AND MAINTENANCE PROGRAM.
GENERAL: SPECIAL CLEANING REQUIREMENTS FOR SPECIFIC UNITS OF WORK ARE INCLUDED IN
THE APPROPRIATE SECTIONS DIVISION 2 -16 GENERAL CLEANING DURING THE REGULAR
PROGRESS OF THE WORK IS REQUIRED BY THE GENERAL CONDITIONS AND IS INCLUDED UNDER
SECTION "TEMPORARY FACILITIES".
D.2. ALL CONCRETE SHALL CONTAIN THE SPECIFIED WATER REDUCING OR HIGH RANGE
WATER-REDUCING ADMIXTURE.
B. QUALITY ASSURANCE: TEST A REPRESENTATIVE AREA OF NO LESS THAN 10FT BY 10FT (AND NO
MORE THAN 10% OF THE TOTAL FLOOR AREA) TO CONFIRM SURFACE PREPARATION PROCEDURES,
COVERAGE RATE, REACTION TIME, FINISHED APPEARANCE ETC. USE MANUFACTURER'S
APPLICATION INSTRUCTIONS. LET TEST AREA DRY THOROUGHLY BEFORE INSPECTIONS.
E.1. SURFACES TO BE TREATED MUST BE CLEAN, DRY AND ABSORBENT. CONFIRM SURFACE
ABSORBENCY WITH A LIGHT WATER SPRAY. IF SURFACE DOES NOT WET UNIFORMLY, USE THE
APPROPRIATE CONSOLIDECK SURFACE PREPARATION CLEANER OR MECHANICAL PROCESS TO
REMOVE REMAINING SURFACE CONTAMINANTS. READ "PREPARATION" AND "SAFETY
INFORMATION" SECTIONS IN THE MANUFACTURER'S PRODUCT DATA SHEET FOR CONSOLIDECK
LS. REFER TO THE PRODUCT DATA SHEET FOR ADDITIONAL INFORMATION ABOUT APPLICATION
OF CONSOLIDECK LS. DO NOT DILUTE OR ALTER.
H. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST TO
THE OWNER
F. WHERE DEMOLITION INCLUDES REVISIONS TO THE BUILDING STRUCTURE, INCLUDING THE CUTTING
OR EXISTING CONCRETE SLABS, COORDINATE ALL WORK WITH LANDLORD.
E. DOCUMENT MANUFACTURER, FUNCTION, MODEL AND SERIAL NUMBER OF EACH PIECE OF
MECHANICAL OR ELECTRICAL EQUIPMENT REMOVED FROM THE PREMISES.
G. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK,
CUT IN UNIFORM STRAIGHT LINES. SAW CUT CONCRETE, INCLUDING TRENCHES FOR NEW CONDUIT
AND PIPING IN FLOOR SLABS.
D. CONTRACTOR SHALL REMOVE MATERIALS AND APPLIANCES INDICATED AS BEING RETAINED BY
LANDLORD FOR REUSE. THESE SALVAGED ITEMS SHALL BE REMOVED CAREFULLY SO THAT THEY
ARE NOT DAMAGED. CONTRACTOR SHALL TEMPORARILY STORE SALVAGE MATERIALS AND
TRANSPORT THEM AS DIRECTED BY THE LANDLORD.
C. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS BEING
DEMOLISHED, AND IMMEDIATELY REMOVE FROM SITE.
F.1.1. MAKE JOINTS STRAIGHT; PERPENDICULAR OR PARALLEL TO BUILDING LINES AND SLAB
EDGES, AS APPROPRIATE.
F.1.4. CONTROL JOINTS SHALL PENETRATE THE SLAB A MINIMUM OF 1/4 THE THICKNESS OF THE
SLAB AND SHALL BE 1/4 INCH WIDE AT SIDEWALKS.
G.2. DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT FROM
DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION, PROVIDE ACCESS TO RECORD
DOCUMENTS FOR THE OWNER/REPRESENTATIVE REVIEW DURING NORMAL WORKING HOURS.
G. FINISH: PRIME PAINT MISCELLANEOUS METAL. CLEAN SURFACES OF RUST, SCALE, GREASE AND
FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR PAINTED FINISH.
H. INSTALLATION: INSTALL SQUARE AND LEVEL, ACCURATELY FITTED AND FREE FROM
DISTORTION AND DEFECTS.
B.1. REGULATORY REQUIREMENTS: WORK SHALL CONFORM TO THE REQUIREMENTS OF THE
CURRENTLY ENFORCED BUILDING CODE, AS ADOPTED BY THE JURISDICTION.
C.1. LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH PS 20, AND SHALL BE STAMPED
AND GRADED IN ACCORDANCE WITH SPIB, WWPA, WCLIB, OR NLGA GRADING RULES.
C.2. MOISTURE CONTENT: KILN DRIED TO 19%%% MAXIMUM MOISTURE CONTENT, EXCEPT FOR
MATERIAL WHOSE LEAST DIMENSION IS 4 INCHES THICK OR GREATER.
C.3. SPECIES: SOUTHERN PINE, HEM-FIR, SPRUCE-PINE-FIR (SPF), OR DOUGLAS FIR LARCH,
UNLESS INDICATED OR SPECIFIED OTHERWISE.
C.4. ARCHITECTURAL LUMBER GRADES: UNEXPOSED NON-STRUCTURAL WOOD FRAMING AND
BLOCKING INDICATED ON THE ARCHITECTURAL DRAWINGS SHALL BE GRADED AS FOLLOWS:
D.1. PLYWOOD SHEATHING: APA RATED SHEATHING; CD GRADE; EXTERIOR; PLYWOOD OR
ORIENTED STRAND BOARD, UNLESS APPROVED OTHERWISE; THICKNESS AS INDICATED.
E.1.1. HOT-DIPPED GALVANIZED STEEL FOR EXTERIOR, HIGH HUMIDITY, AND TREATED WOOD
LOCATIONS.
F.1.1. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, AND MOIST
CONDITIONS. SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT
F.1.2. PRESERVATIVE TREAT ALL WOOD AND PLYWOOD AT ROOF CONSTRUCTION OR OTHER
WOOD IN MOIST CONDITIONS. SITE TREAT SAWN ENDS WITH PRESERVATIVE
TREATMENT.
F.1.3. AWPA TREATMENT C-22 USING CCA WATERBORNE PRESERVATIVE WITH 0.40 POUNDS
PER CUBIC FOOT OF WOOD RETENTION.
F.1.5. TREATED WOOD SHALL BEAR THE QUALITY STAMP OF AN INSPECTION AGENCY
APPROVED BY THE JURISDICTIONAL CODE AUTHORITIES.
F.2.3. TREATED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF
19%TREATED PLYWOOD SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15%
F.2.4. EXTERIOR FIRE RETARDANT TREATED WOOD SHALL BE TREATED BY MEANS OF A SYSTEM
THAT HAS BEEN DEMONSTRATED TO EXHIBIT NO INCREASE IN FIRE HAZARD
CLASSIFICATION IN ACCORDANCE WITH ASTM E84 TEST AFTER HAVING BEEN SUBJECTED
TO ACCELERATED WEATHER CONDITIONING IN ACCORDANCE WITH ASTM D2898
F.2.2. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A
LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL
MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A
FOR PLYWOOD.
F.2.1. FIRE RETARDANT TREAT ALL INTERIOR CONCEALED LUMBER AND PLYWOOD, AND OTHER
WOOD AS INDICATED OR SPECIFIED. PROVIDE EXTERIOR FIREPROOFING AT ROOFTOP
BLOCKING, NAILERS, CURBS, SHEATHING, AND OTHER LOCATIONS SUBJECT TO WETTING
DURING CONSTRUCTION OPERATIONS.
F.2.5.1. INTERIOR FIREPROOFING: CLEAR FINISH PRODUCT, HICKSON CORPORATION
"DRICON", HOOVER TREATED WOOD PRODUCTS "PYRO-GUARD" OR OSMOSE WOOD
PRESERVING CO. OF AMERICA, INC. "FLAME PROOF LHC."
G.1. PROVIDE BLOCKING, NAILERS FOR ALL SHEATHING, ROOF CONSTRUCTION, METAL
FLASHING, AND OTHER CONSTRUCTION AS INDICATED.
G.2. WOOD BLOCKING: INSTALL WOOD BLOCKING TO RECEIVE MECHANICAL FASTENERS FOR
SUPPORT OF ELECTRICAL FIXTURES AND EQUIPMENT, CABINETS, DOORSTOP PLATES,
WOOD BASE, WAINSCOTS, COAT HOOKS, AND ALL OTHER WALL AND CEILING MOUNTED
COMPONENTS, UNLESS SPECIFIED OTHERWISE.
G.3.1. PLYWOOD BACKING SHALL BE USED IN LIEU OF BLOCKING AT LOCATIONS OF
WALL-MOUNTED STANDARDS AND SHELVING.
G.3.2. BACKING SHALL BE MOUNTED OVER FACE OF STUDS AND SHALL BE CONTINUOUS OVER
ENTIRE PLANE OF WALL; 1/2 INCH THICKNESS.
A.1. THERMAL BATT INSULATION: PREFORMED GLASS FIBER BATT WITH FSK-25 REFLECTIVE
MEMBRANE ON ONE SIDE.
A.3. OWENS CORNING, FIRE BATT / MINERAL WOOL 2" THICK INSTALLATION AT AREA'S AS
DEFINED IN THE DOCUMENTS. COORDINATE & CONFIRM COVERAGE AREAS AND REQUIRED
THICKNESS WITH LANDLORD PRIOR TO INSTALLATION.
D.1. INSTALL LIGHT GAUGE STRUCTURAL FRAMING IN ACCORDANCE WITH ASTM C955, UNLESS
INDICATED OR SPECIFIED OTHERWISE.
D.12. INSTALL FRAMING BETWEEN STUDS FOR ATTACHMENT OF ELECTRICAL BOXES AND OTHER
MECHANICAL AND ELECTRICAL ITEMS.
COUNTERSINK FASTENERS; MAKE EXPOSED BUTT JOINTS HAIRLINE JOINTS WHERE MECHANICALLY
FASTENED. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY.
B.1. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND
AS INDICATED.
B.3.1. INSTALL INSULATION WITH VAPOR BARRIER TOWARD WARM SIDE OF BUILDING SPACES.
VAPOR BARRIER SHALL BE CONTINUOUS. TAPE SEAL TEARS OR CUTS IN VAPOR
BARRIER
B.3.2. AT METAL STUD FRAMING, INSERT THE INSULATION EDGES TIGHTLY INTO THE STUD
CHANNELS FOR A FRICTION FIT. WHERE INSULATION BUTTS THE BACKSIDE OF STUD
CHANNELS, CONTINUOUSLY TAPE INSULATION FLANGES TO THE EXPOSED METAL STUD
FLANGE.
B.3.3.1. AT LOCATIONS WHERE NO FRAMING IS PRESENT TO SUPPORT THE INSULATION,
PROVIDE METAL IMPALING PINS AND RETAINERS TO HOLD THE INSULATION FIRMLY
IN PLACE.
B.3.3.3. SPACE PINS AT MAXIMUM 24 INCHES ON CENTER ALONG THE EDGES AND WITHIN
THE FIELD OF THE BLANKET. PLACE EDGE PINS WITHIN 6 INCHES FROM THE EDGE
OF THE BATT.B.3.4. PACK BATT INSULATION IN SHIM SPACES AT PERIMETER OF WINDOW ASSEMBLY TO
MAINTAIN CONTINUITY OF THERMAL BARRIER.
C.1.2. THE ABOVE R-VALUES ARE REQUIRED FOR THE TOTAL INSULATION IN THE ASSEMBLY.
THE BATT INSULATION MAY BE COMBINED WITH OTHER INSULATION IN THE ASSEMBLY
TO OBTAIN THE TOTAL R-VALUE REQUIRED. THE R-VALUE IS FOR THE INSULATION ONLY
AND MAY NOT INCLUDE AIR FILM VALUES, AND R-VALUES FOR OTHER MATERIALS IN THE
ASSEMBLY SUCH AS CONCRETE AND GYPSUM BOARD.
B. MANUFACTURER: FORTIFIBER CORP./MOISTOP ULTRA; STEGO INDUSTRIES, INC./STEGO WRAP
(15 MIL); RAVEN INDUSTRIES, INC./VAPOR BLOCK # VB 15 (15 MIL BLUE).
C. VAPOR RETARDER: ASTM E1745, CLASS A WATER RESISTANT RETARDER CONSISTING OF 15 MIL
POLYOLEFIN FILM.
D. JOINT SEALER: PRESSURE SENSITIVE TAPE AS RECOMMENDED BY VAPOR RETARDER
MANUFACTURER AND PROVIDING COMPARABLE PREMEANCE TO VAPOR RETARDER.
E. SAND BED: CLEAN DRY NATURAL SAND; FREE FROM SILT, CLAY, LOAM, FRIABLE OR SOLUBLE
MATERIALS, AND ORGANIC MATTER.
F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS; TAPE JOINTS AND TEARS IN
VAPOR RETARDER.
D.3. VOC CONTENT: 0 G/L
D.4. PREMIUM EAGLE COAT - CLEAR, MANUFACTURED BY EAGLE
F.2. APPLICATION:
F.2.2. PRODUCT TO BE APPLIED PER MANUFACTURER'S RECOMMENDATION & PER SITE CONDITIONS.
F.2.1 BEFORE FIRST COAT OF PROSOCO DENSIFIER IS APPLIED, A COAT OF PREMIUM EAGLE COAT
SHALL BE APPLIED TO TREATED SURFACES USING A GARDEN PUMP SPRAYER. WAIT FOUR HOURS.
AFTER FOUR HOURS, PROVIDE A COAT OF PROSOCO DENSIFIER. APPLY SECOND COAT AFTER THE
FIRST HAS DRIED. ALL APPLICATIONS SHALL BE DONE PER MANUFACTURER'S RECOMMENDATION
(CONTINUED ON NEXT PAGE)
A. SUMMARY:
A.1. PATCHING OF EXISTING ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.
A.2. ALL ROOF WORK, INCLUDING MISCELLANEOUS PATCHING, SHALL BE PERFORMED IN
COMPLIANCE WITH LANDLORD'S REQUIREMENTS.
B. ROOFING MATERIALS:
B.1. UNLESS APPROVED OTHERWISE, NEW ROOFING MATERIALS SHALL MATCH THE
EXISTING MATERIALS.
B.2. ACCESSORIES:
B.2.1. FLEXIBLE BOOT PIPE FLASHING: PORTALS PLUS (708/766-5240;
800/774-5240) "ALUMI-FLASH" WITH EPDM BOOTS, OR APPROVED; SIZED TO
MATCH PIPE DIAMETER; SPLIT TYPE WITH SEALING HARDWARE WHERE
NECESSARY FOR INSTALLATION AT PENETRATING ITEMS THAT CANNOT BE
DISCONNECTED FOR TOP. ACCESS. FURNISH STAINLESS STEEL DRAW BANDS,
ADAPTERS, CONNECTION HARDWARE, AND SEALANTS AS NECESSARY FOR A COMPLETE
AND WEATHER TIGHT INSTALLATION.
C. PROTECTION:
C.1. PROTECT EXISTING CONSTRUCTION PRIOR TO STARTING WORK.
C.1.0.1. LAP SUITABLE PROTECTIVE MATERIAL AT LEAST 3 INCHES.
C.1.0.2. SECURE PROTECTIVE COVERINGS AGAINST WIND.
C.1.0.3. LEAVE PROTECTIVE COVERING IN PLACE FOR DURATION OF ROOFING WORK.
C.2. RESTORE TO ORIGINAL CONDITION OR REPLACE WORK OR MATERIALS DAMAGED DURING
HANDLING OF ROOFING MATERIALS.
D. REMOVAL OF EXISTING ROOFING:
D.1. REMOVE EXISTING ROOFING TO ACCOMMODATE NEW CONSTRUCTION.
D.2. REMOVE EXISTING SYSTEMS TO EXPOSE SUBSTRATES. CLEAN AND PREPARE SURFACES IN
MANNER REQUIRED FOR INSTALLATION OF NEW SYSTEMS.
D.3. REMOVE RESULTING DEMOLISHED MATERIALS FROM ROOFING AREAS & JOBSITE ON THE DAY
THEY ARE REMOVED. DISPOSE OF IN A LEGAL MANNER.
D.4. PROVIDE CHUTES, TARPS, AND OTHER MATERIALS TO PREVENT DAMAGING OR STAINING OF
BUILDING COMPONENTS THAT ARE TO REMAIN.
D.5. EXISTING SURFACES SHALL BE MADE SMOOTH, FIRM, DRY, AND FREE FROM DIRT, FOREIGN
MATERIALS, SHARP PROJECTIONS, OR VOIDS.
E. PATCHING OF EXISTING ROOF:
E.1. PROVIDE NEW MATERIALS AS REQUIRED TO FORM A COMPLETE AND CONTINUOUS ROOF
ASSEMBLY.
E.2. UNLESS APPROVED OTHERWISE, NEW ROOFING MATERIALS SHALL MATCH THE EXISTING
MATERIALS.
E.3. PROVIDE ADDITIONAL TAPERED CONSTRUCTION AS REQUIRED TO FORM NEW NON-PONDING
DRAINAGE PATTERNS AROUND NEW CONSTRUCTION. COORDINATE THE PLACEMENT OF NEW
DRAINS.
E.4. SEAL OFF ALL ROOF AREAS AT THE END OF EACH WORKDAY.
E.5. PERFORM WORK IN ACCORDANCE WITH THE GUARANTEE REQUIREMENTS OF THE EXISTING
ROOF ASSEMBLY. CONTACT THE BUILDING LANDLORD TO VERIFY GUARANTEE
REQUIREMENTS.
A. QUALITY ASSURANCE:
A.1. APPLICATOR: COMPANY SPECIALIZING IN SHEET METAL FLASHING WORK WITH 5 YEARS
MINIMUM EXPERIENCE.
A.2. UNLESS INDICATED OR SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITH THE
RECOMMENDATIONS OF SMACNA.
B. MATERIALS:
B.1. PRE FINISHED GALVANIZED STEEL: ASTM 653 / A653M - 09; G90 -05 GALVANIZED FINISH; 24
GAGE UNLESS NOTED OTHERWISE; FACTORY PRE FINISHED WITH 70 % RESIN KYNAR 500 OR
HYLAR 5000 COATING, STANDARD COLOR AS SELECTED BY THE OWNER / REPRESENTATIVE.
B.2. ACCESSORIES:
B.2.1. FASTENERS: GALVANIZED STEEL; SOFT NEOPRENE WASHERS AT EXPOSED FASTENERS.
FINISH EXPOSED FASTENERS SAME AS FLASHING METAL.
B.2.2. BUTYL RUBBER SEALANT: ONE OF THE FOLLOWING:
B.2.2.1. CURTAIN WALL SEALANT, BY TREMCO;
B.2.2.2. ADCOSEAL BP-300, BY ADCO PRODUCTS, INC.
B.2.3. FLEXIBLE FLASHING:
B.2.3.1. W.R. GRACE "VYCOR PLUS.".
B.2.3.2. MONSEY BAKOR "BLUESKIN" 40 MIL THICKNESS.
B.2.3.3. DUPONT COMPANY "TYVEK FLEXWRAP."
C. FABRICATION:
C.1. FABRICATE ALL FLASHING TO DETAIL AND AS SPECIFIED. USE MINIMUM 24 GAGE PRE FINISHED
GALVANIZED STEEL SHEET UNLESS INDICATED OR SPECIFIED OTHERWISE.
C.2. PARAPET CAPS: JOINTS IN ACCORDANCE WITH SMACNA PLATE 77, FIGURE A; BUTT AND
BACKUP PLATE JOINT J2; SHOP FINISHED.
C.3. NON-MOVING JOINTS:
C.3.1. SHOP FABRICATE TO THE GREATEST PRACTICAL EXTENT.
C.3.2. LAP JOINTS ONE INCH, MINIMUM; ACCURATELY CUT AND FIT AS NECESSARY TO MAINTAIN
PROFILE; EMBED CONTACT SURFACES IN SEALANT; RIVET WITH STAINLESS STEEL OR
COLOR MATCHED COATED STEEL POP RIVETS AT 3 TO 4 INCHES O.C. D.
D. INSTALLATION:
D.1. INSTALL STARTER AND EDGE STRIPS, AND CONTINUOUS CLEATS BEFORE STARTING
INSTALLATION.
D.2. PROVIDE FLEXIBLE FLASHING UNDER ALL HORIZONTAL COPINGS AND FLASHING.
D.3. FASTENING:
D.3.1. SECURE FLASHING USING CONTINUOUS CLEATS AT EXPOSED LOCATIONS WHENEVER
POSSIBLE. USE EXPOSED FASTENERS ONLY IN SEMI-EXPOSED LOCATIONS, UNLESS
APPROVED BY THE OWNER / REPRESENTATIVE.
D.3.2. EXPOSED FASTENERS SHALL BE PLACED AT 8 INCHES ON CENTER THROUGH SLOTTED
HOLES.
D.3.3. FOR FASTENING INTO WOOD, USE GASKETED SCREWS.
D.3.4. FIT FLASHING TIGHT IN PLACE. MAKE CORNERS SQUARE, SURFACES TRUE AND STRAIGHT
IN PLANES, AND LINES ACCURATE TO PROFILES.
D.3.5. INSTALL FLASHING WITH PROVISION FOR PLUS OR MINUS 1/16 INCH THERMAL MOVEMENT
AT EACH END; PROVIDE EXPANSION JOINTS AT 12'-0" O.C. MAX.
D.3.6. SEAL CONCEALED LAP JOINTS IN WITH TWO PARALLEL BEADS OF BUTYL SEALANT; USE
BUTYL SEALANT WHERE BEDDING SEALANT IS INDICATED OR REQ'D.
A. GENERAL: CEMENTITIOUS OR MINERAL FIBER SPRAY-ON FIREPROOFING AS REQUIRED BY
APPLICABLE CODES FOR TYPE I FIRE RESISTIVE CONSTRUCTION; NO ASBESTOS PERMITTED.
B. MANUFACTURERS: W.R. GRACE/MONOKOTE OR ALBI MANUFACTURING DIVISION
STANCHEM/DURASPRAY.
C. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST
RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS.
A. SUMMARY: FIRESTOPPING MATERIAL FOR PENETRATIONS IN FIRE-RATED CONSTRUCTION.
B. SYSTEM DESCRIPTION:
B.1. EACH FIRESTOPPING SYSTEM SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE
ASSEMBLY IN WHICH IT USED.
B.2. FIRESTOPPING SYSTEMS SHALL BE RESILIENT AS NECESSARY TO ACCOMMODATE
DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES.
C. QUALITY ASSURANCE:
C.1. PRIOR TO INSTALLATION OF FIRE STOPPING SYSTEMS OBTAIN APPROVAL FROM THE
JURISDICTIONAL CODE AUTHORITIES FOR THE FIRE STOPPING SYSTEMS AND APPLICATIONS
PROPOSED. NOTIFY THE OWNER / REPRESENTATIVE IF APPROVAL CANNOT BE OBTAINED.
C.2. FIRESTOPPING: TESTED IN ACCORDANCE WITH ASTM E119 - 08A, ASTM E814 - 08B, OR UL 1479
TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. PROVIDE F
RATED ASSEMBLIES, EXCEPT WHERE T-RATED ASSEMBLIES ARE REQUIRED BY THE CODE
AUTHORITY.
C.3. FIRESTOPPING SYSTEMS SHALL BE UL LISTED ASSEMBLIES.
D. PRODUCTS:
D.1. FIRESTOPPING SYSTEMS: SYSTEMS MEETING THE REQUIREMENTS SPECIFIED AND SUITABLE
FOR THE CONDITIONS INDICATED.
E. INSTALLATION:
E.1. PROVIDE FIRESTOPPING AT MECHANICAL, ELECTRICAL, AND PLUMBING PENETRATIONS
ON THE DRAWING'S.
E.2. INSTALL FIRESTOPPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
AND AS NECESSARY TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS.
E.3. WHERE FIRESTOPPING IS USED TO SEAL AROUND PENETRATIONS THROUGH WATERPROOF
MEMBRANES, INSTALL TO MAINTAIN INTEGRITY OF WATERPROOF BARRIER.
E.4. PATCHING OF HOLES IN EXISTING CONSTRUCTION:
FINISH CONSTRUCTION.
A.1.1. WHERE FIRESTOPPING SYSTEMS ARE USED TO FILL FLOOR OPENINGS IN OCCUPIED
AREAS, PROVIDE MINIMUM 16 GAGE SHEET METAL COVER AS NECESSARY TO
SUPPORT FLOOR LOADS AND TO PREVENT DAMAGE TO THE FIRE STOPPING
ASSEMBLIES. SECURE SHEET METAL AS NECESSARY TO PREVENT IRREGULARITIES
FROM TELEGRAPHING THROUGH THE FLOOR FINISHES OVER THE SHEET METAL.
E.4.1. FILL OPEN HOLES WHICH REMAIN AFTER REMOVAL OF EXISTING MECHANICAL,
ELECTRICAL, AND PLUMBING COMPONENTS, PATCH AND REPAIR HOLES AS
NECESSARY TO MATCH THE ADJACENT CONSTRUCTION AND TO MAINTAIN THE
FIRE RATING OF THE ASSEMBLIES. FIRESTOPPING SYSTEMS MAY BE USED TO
FILL HOLES THAT WILL BE CONCEALED IN THE
RENEWAL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
SPECIFICATIONS
G502
SECTION 07850 FIRE RATED JOINTS
SECTION 07920 JOINT SEALANTS
DIVISION 8 - DOORS AND WINDOWS
SECTION 08115 HOLLOW METAL DOORS AND FRAMES
SECTION 08305 ACCESS DOORS
SECTION 08710 DOOR HARDWARE
SECTION 08800 - GLAZING
DIVISION 9: FINISHES
SECTION 09111 LIGHT GAUGE METAL SUPPORT FRAMING
SECTION 09250 GYPSUM BOARD
SECTION 08350 SLIDING GRILLE SPECIFICATION
SECTION 09510 ACOUSTICAL CEILINGS
SECTION 09650 - LUXURY VINYL TILE
A. SUMMARY:
B. REFERENCES:
B.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
B.1.1. E119 - METHOD FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS.
B.2. UNDERWRITERS LABORATORIES (UL)
B.2.1. STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS.
C. SYSTEM DESCRIPTION:
D. QUALITY ASSURANCE:
E. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES:
E.1. METAL STUD PARTITION HEAD CONSTRUCTION JOINT ASSEMBLY:
E.1.1. SYSTEM: BASED ON UL ASSEMBLIES LISTED ON THE DRAWINGS.
E.1.3. GYPSUM BOARD: AS SPECIFIED IN SECTION 09250.
E.1.4. FILL, VOID, OR CAVITY MATERIAL: AS LISTED IN THE FIRE RATED ASSEMBLY .
F. INSTALLATION:
B. SEALANTS:
B.1. TYPE S - NEUTRAL CURE SILICONE SEALANTS:
B.1.2. PECORA, 890 ARCHITECTURAL SILICONE SEALANT.
C. ACCESSORY MATERIALS:
D. PREPARATION:
D.3. PRIME AS REQUIRED FOR PROPER BOND TO SUBSTRATE MATERIALS.
E. INSTALLATION:
E.1. SEALANT BEADS SHALL HAVE A SECTIONAL WIDTH TO DEPTH RATIO OF 2 TO 1.
G. SCHEDULE:
G.4. TYPE SM: PROVIDE AT JOINTS AROUND COUNTERTOPS IN RESTROOMS.
A. SUMMARY: HOLLOW STEEL DOORS AND FRAMES.
B. REFERENCES:
B.2. STEEL DOOR INSTITUTE (SDI):
B.2.1. SDI-100 - STANDARD STEEL DOORS AND FRAMES.
B.2.2. SDI-105 - RECOMMENDED ERECTION INSTRUCTIONS FOR STEEL FRAMES.
B.3. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
C. QUALITY ASSURANCE:
C.1. CONFORM TO REQUIREMENTS OF SDI-100.
C.2. REGULATORY REQUIREMENTS:
D. MATERIALS:
E. DOORS:
E.1. SDI-100, SEAMLESS DESIGN.
E.3. CORE:
E.3.2. EXTERIOR DOORS: POLYSTYRENE OR POLYURETHANE FOAM CORE.
F. HOLLOW METAL KNOCK DOWN FRAMES (PROVIDE AS INDICATED ON DOOR SCHEDULE)
F.1. FRAME MATERIAL: COLD ROLLED STEEL, FOR INTERIOR FRAMES. COLD ROLLED STEEL,
ELECTRO-GALVANIZED FOR EXTERIOR FRAMES.
F.2. FRAME PROFILE: (S) STANDARD SERIES INTERIOR, 20 GAGE C SERIES, 18 GAGE EXTERIOR
G. FULLY WELDED FRAMES:
G.1. DESIGN: DOUBLE RABBET, UNLESS INDICATED OTHERWISE; FULLY WELDED.
G.2. EXTERIOR FRAMES: MINIMUM 14 GAGE.
H. FABRICATION:
H.1. SHOP-FABRICATE UNITS TO ACCOMMODATE THE HARDWARE SPECIFIED IN SECTION 08710.
H.6. PROVIDE METAL RAIN HOOD FOR EXTERIOR DOOR FRAMES.
H.7. ATTACH FIRE RATED LABEL TO EACH FRAME AND DOOR UNIT.
I. INSTALLATION OF FRAMES:
I.2. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT.
I.3. INSTALL ACCESSORIES.
I.4. INSTALLATION TOLERANCES:
I.4.2. INSTALL DOORS PLUMB AND LEVEL TO 1/16 INCH IN 7 FEET.
J. DOOR INSTALLATION:
J.2. INSTALL DOORS PLUMB AND SQUARE.
J.5. FIT HOLLOW METAL DOORS IN ACCORDANCE WITH SDI 100.
J.6. DOOR AND HARDWARE INSTALLATION IS SPECIFIED IN SECTION 08710.
A. ACCEPTABLE MANUFACTURERS:
A.1. AS INDICATED ON DRAWINGS
B. DOOR TYPES:
B.1. AS INDICATED ON DRAWINGS
B.1.1. SIZE AS INDICATED ON DWGS
D. INSTALLATION:
D.2. COORDINATE ACCESS REQUIREMENTS WITH OTHER TRADES AND LANDLORD.
C. CODES:
C.3. PROVIDE SMOKE SEALS AS REQUIRED AT EACH FIRE-RATED OPENING.
H. IN GENERAL, UNLESS OTHERWISE INDICATED, FINISHES SHALL BE AS FOLLOWS:
H.1. CORRIDORS AND BACK OF HOUSE: AS INDICATED ON DRAWINGS
H.2. SALES FLOOR: AS INDICATED ON DRAWINGS
J. HARDWARE:
J.1. HARDWARE IS SCHEDULED ON THE DRAWINGS.
J.2. COMPLY WITH REQUIREMENTS INDICATED BELOW.
K. BUTTS:
K.2. PROVIDE FULL THREADED WOOD SCREWS FOR WOOD DOORS AND/OR JAMBS.
L.1. PROVIDE NEW CYLINDER AT EACH EXISTING DOOR THAT HAS DEADLOCK OR LOCKSET.
L.2. PROVIDE LOCK STRIKES WITH MINIMUM PROJECTION TO PROTECT TRIM.
L.3. PROVIDE WROUGHT BOXES FOR LOCKSETS AND DEADLOCKS.
L.4. PROVIDE DEADLOCKS WITH ARMORED FRONTS.
L.5. FUNCTION AS INDICATED IN HARDWARE GROUPS.
M. DOOR CLOSER: AS INDICATED ON THE DRAWINGS, NO SUBSTITUTIONS ALLOWED.
M.1. ALL OVERHEAD CLOSER TO BE MOUNTED ON INTERIOR SIDE OF DOOR. NO THRU BOLTS.
M.6. OPENER SETTINGS: 101-140 DEGREE
M.7. BACKCHECK SETTING: 140 DEGREE
M.8. CLOSING SPEED: DELAY SPEED
M.9. OPENING FORCE: 5 POUNDS MAX
N. DOOR STOPS AND OVERHEAD STOPS:
N.1. LOCATE FLOOR STOPS FREE FROM FOOT TRAFFIC.
O. THRESHOLDS: AS INDICATED ON THE DRAWINGS, NO SUBSTITUTIONS ALLOWED.
O.1. MANUFACTURER: AS INDICATED ON DRAWINGS
O.2. TYPES AS SCHEDULED IN THE DRAWINGS.
O.3. INSTALL THRESHOLDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
P. MISCELLANEOUS:
P.1. PROVIDE SILENCERS FOR ALL DOORJAMBS, 3 FOR SINGLE JAMBS AND 4 FOR DOUBLE JAMBS.
R. ADJUSTMENTS AND TESTING:
R.3. TESTING:
TESTING DEVICE SHALL REMAIN IN THE POSSESSION OF THE OWNER.
D. MANUFACTURERS: PPG, PILKINGTON, OR NIPPON.
K. PROVIDE TEMPERED SAFETY GLASS WHEN LOCATED IN THE FOLLOWING AREAS:
A. SYSTEM DESCRIPTION:
A.3. STRUCTURAL REQUIREMENTS:
A.3.1. DESIGN LOADS:
B. DEFLECTION REQUIREMENTS:
C. MATERIALS:
C.3. SCREWS: SELF-TAPPING; LOW PROFILE HEAD.
C.4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754-09.
C.4.1. SECURE RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C.
D. PARTITION FRAMING:
D.1. RUNNERS:
D.10. STUD SPLICING NOT PERMISSIBLE.
D.12. STUD BRIDGING:
E. BACKING:
E.1. BLOCKING AND BACKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 06100.
F. STUD AND RUNNER CEILING FRAMING:
F.2. SCREW-FASTEN FRAMING AT EACH JOINT.
F.4. PROVIDE BRACING TO MEET SEISMIC REQUIREMENTS AS REQUIRED BY LOCAL CODE
G. SUSPENDED CEILING FRAMING:
G.6. PROVIDE BRACING TO MEET SEISMIC REQUIREMENTS.
H. INSTALLATION TOLERANCES:
H.2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS.
A. SUMMARY: INTERIOR GYPSUM BOARD.
B. MATERIALS:
B.1. GYPSUM BOARD:
B.1.2. STANDARD BOARD: ASTM C36/C36M-99E1
B.1.3. WATER RESISTANT BOARD: ASTM C630/C630M-00
B.2. ACCESSORIES:
B.2.4. SCREWS: ASTM C1002-07
B.2.5. ZINC CONTROL JOINTS
C. INSTALLATION:
C.3. SCREW-FASTEN BOARD TO FRAMING, UNLESS APPROVED OTHERWISE.
C.4. INSTALLATION OF GYPSUM BOARD AT CURVED SURFACES.
D. FINISHING:
D.1. PROVIDE FINISHING IN ACCORDANCE WITH GA 214.
D.3. LEVELS OF FINISH:
D.3.2. LEVEL 4: PROVIDE AT BACK OF HOUSE AREAS.
A.1. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES IN FIRE-RATED CONSTRUCTION,
INCLUDING JOINTS AT THE FOLLOWING LOCATIONS:
A.1.1. WHERE PARTITION HEADS MEET THE UNDERSIDE OF OVERHEAD FLOOR OR ROOF
CONSTRUCTION.
C.1. EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE SELECTED TO
MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED.
C.2. EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE RESILIENT AS
NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES.
D.1. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES: SUCCESSFULLY TESTED IN
ACCORDANCE WITH ASTM E119, INCLUDING HOSE STREAM TEST, TO MEET THE
HOURLY RATING OF THE CONSTRUCTION BEING SEALED.
D.2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE
BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS
OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF
THE CONSTRUCTION BEING SEALED.
A.1.2. JOINTS IN FIRE RATED CONCRETE OR MASONRY WALLS. REQUIREMENTS FOR FIRE
RATED CONSTRUCTION JOINT ASSEMBLY COMPONENTS PROVIDED IN OTHER
SECTIONS.
E.1.2. FIRE RATED RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN
(612-398-7800).
F.1. INSTALL CONSTRUCTION JOINT ASSEMBLIES IN ACCORDANCE WITH THE FIRE RATED
ASSEMBLIES LISTED, AND AS NECESSARY TO MEET THE SPECIFIC FIRE RATING
REQUIREMENTS.
F.2. COORDINATE INSTALLATION OF INTEGRAL COMPONENTS AS NECESSARY TO ENSURE
THE FIRE RATING OF THE ASSEMBLIES.
A. PERFORM WORK IN ACCORDANCE WITH ASTM C1193, UNLESS SPECIFIED OTHERWISE OR
RECOMMENDED OTHERWISE BY THE SEALANT MANUFACTURER
B.1.1. DOW CORNING, 790 SILICONE BUILDING SEALANT, OR 795 SILICONE STRUCTURAL
GLAZING AND WEATHERPROOFING SEALANT.
B.2. TYPE PTNS: ASTM C920, TYPE M, GRADE NS, CLASS 25; PECORA "DYNATRED,"
TREMCO "HPL," OR APPROVED; CUSTOM COLORS TO MATCH ADJACENT GROUT
COLOR.
B.3. TYPE A: ASTM C834; TREMCO "ACRYLIC LATEX CAULK", PECORA "AC-20", SONNEBORN
"SONOLAC" OR APPROVED.
B.4. TYPE SM: MILDEW RESISTANT SILICONE SEALANT: USDA APPROVED; DOW CORNING
786 BY DOW CHEMICAL, GE SANITARY SEALANT OR APPROVED; CLEAR.
C.2. JOINT CLEANER: NON-CORROSIVE AND NON-STAINING TYPE, RECOMMENDED BY
SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS.
C.1. PRIMER: NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER TO SUIT
APPLICATION.
C.3. JOINT FILLER: CLOSED CELL POLYETHYLENE FOAM; ROUND PROFILE; THICKNESS:
130% OF JOINT WIDTH.
C.4. BOND BREAKER: PRESSURE SENSITIVE TAPE RECOMMENDED BY SEALANT
MANUFACTURER TO SUIT APPLICATION.
D.1. CLEAN AND PREPARE JOINTS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. REMOVE LOOSE MATERIALS AND OTHER FOREIGN MATTER THAT
MIGHT IMPAIR ADHESION OF SEALANT.
D.2. APPLY MASKING TIGHTLY AROUND JOINTS TO PROTECT ADJACENT SURFACES FROM
EXCESS SEALANT.
D.4. PLACE BACKING MATERIALS TO ACHIEVE PROPER SEALANT WIDTH/DEPTH RATIOS.
USE BOND BREAKER WHERE REQUIRED.
E.2. INSTALL TYPE PTNS SEALANT FULL DEPTH IN TILE EXPANSION JOINTS WITH NO
BACKER ROD.
E.3. TOOL JOINTS CONCAVE, UNLESS INDICATED OTHERWISE. FINISH FREE OF AIR
POCKETS, FOREIGN EMBEDDED MATTER, RIDGES, AND SAGS.
F. PROTECT SEALANT IN JOINTS SUBJECT TO DIRT, MOISTURE, AND TRAFFIC DURING THE
SEALANT CURING PROCESS. PROTECTION SHALL BE ABLE TO RESIST TRAFFIC WHILE
REMAINING SECURELY IN POSITION.
G.1. TYPE S: PROVIDE AT ALL EXTERIOR JOINTS; STANDARD COLORS AS SELECTED BY
OWNER / REPRESENTATIVE.
G.2. TYPE PTNS: PROVIDE AT ALL EXPANSION JOINTS IN STONE AND TILE; CUSTOM
COLORS TO MATCH GROUT SAMPLES SUBMITTED BY THE TILE INSTALLER.
G.3. TYPE A: PROVIDE AT ALL INTERIOR JOINTS, UNLESS SPECIFIED OTHERWISE;
STANDARD COLORS TO MATCH ADJACENT CONSTRUCTION.
B.1. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): NFPA 80 - FIRE DOORS AND
WINDOWS.
B.3.1. A366 - SPECIFICATION FOR STEEL, CARBON, COLD ROLLED SHEET,
COMMERCIAL QUALITY.
B.3.2. A569 - SPECIFICATION FOR STEEL, CARBON (0.15 MAXIMUM PERCENT), HOT
ROLLED SHEET AND STRIP, COMMERCIAL QUALITY.
C.2.1. INSTALLED FRAME AND DOOR ASSEMBLY SHALL CONFORM TO NFPA 80 FOR FIRE
RATED CLASS INDICATED.
C.2.2. WHERE DOORS ARE NOTED WITH AN HOURLY FIRE RESISTANCE RATING, PROVIDE
DOOR AND FRAME ASSEMBLIES LABELED BY UNDERWRITER'S LABORATORY OR
ANY OTHER TESTING LABORATORY APPROVED BY THE LOCAL CODE
AUTHORITIES, TO MEET THE HOURLY FIRE RATING NOTED. ASSEMBLIES SHALL
MEET JURISDICTIONAL REQUIREMENTS FOR POSITIVE PRESSURE.
C.2.3. WHERE A HOLLOW METAL FRAME IS USED AS A GLAZED OPENING IN AN INTERIOR
FIRE RATED WALL ASSEMBLY, THE FRAME SHALL BE LABELED TO MATCH THE
FIRE RATING REQUIRED FOR A DOOR ASSEMBLY IN THE FIRE RATED WALL,
EXCEPT IN A 1 HOUR FIRE RATED CORRIDOR WALL ASSEMBLY, THE GLAZED
FRAME SHALL BE LABELED TO A 45 MINUTE RATING. IN A 1-HOUR FIRE RATED
CORRIDOR WALL ASSEMBLY, WHERE THE DOOR FRAME IS INTEGRAL WITH THE
GLAZED FRAME, THE FRAME SHALL HAVE A 45 MIN. RATING.
C.3. INCLUDE "S" LABEL ON FIRE RATED DOOR ASSEMBLIES WHICH ARE LOCATED AT 1
HOUR RATED EXIT CORRIDORS WHEN REQUIRED BY LOCAL JURISDICTION.
C.4. MEMBERS OF THE STEEL DOOR INSTITUTE AND OF THE NATIONAL ASSOCIATION OF
ARCHITECTURAL METAL MANUFACTURER'S, SUBJECT TO COMPLIANCE WITH THE
SPECIFIED REQUIREMENTS.
D.1. STEEL SHEET: COLD ROLLED ASTM A366, OR HOT ROLLED PICKLED AND OILED
SHEET CONFORMING TO ASTM A569.
E.2. MINIMUM 18-GAGE FACE SHEETS FOR INTERIOR DOORS; MINIMUM 16 GAGE FACE
SHEETS FOR EXTERIOR DOORS.
M.5. CLOSURE PRESSURE: SET TO 5 POUNDS FOR EXTERIOR DOORS AND 5 LBS FOR
INTERIOR DOORS, PER CURRENT REQUIREMENTS OF THE AMERICANS WITH DISABILITIES
ACT.
M.4. PROVIDE FULL METAL COVERS AT OVERHEAD CLOSER UNLESS OTHERWISE INDICATED;
MATCH FINISH OF LOCKSET/LATCHSET AT EACH DOOR.
M.3. SIZES SHALL BE AS RECOMMENDED BY THE MANUFACTURER. CLOSER SHALL HAVE A
5-YEAR UNCONDITIONAL GUARANTEE. FINISH SHALL MATCH LOCKSETS
M.2. PROVIDE MOUNTING BRACKETS AND PROPER LENGTH ARMS TO SUIT ALL CONDITIONS.
PROVIDE ARM OPTIONS AS SCHEDULED OR RECOMMENDED BY MANUFACTURER.
L.6. DEAD BOLTS AT EXTERIOR DOORS SHALL HAVE A MINIMUM THROW OF 1 INCH AND
MINIMUM EMBEDMENT OF 3/4 INCH.
L. LOCKSETS, DEADLOCKS, CYLINDERS AND PADLOCKS: AS INDICATED ON THE DRAWINGS, NO
SUBSTITUTIONS ALLOWED
K.3. BUTT WIDTHS LISTED ARE MINIMUM. PROVIDE BUTTS OF WIDER THROW TO SUIT
CONDITIONS FOR 180 DEGREE OPERATION OF DOORS, STRUCTURAL CONDITIONS
PENDING.
K.1. PROVIDE BUTTS ON EXTERIOR DOORS WITH NON-REMOVABLE PINS (SET SCREW IN
BARREL, PIN NON REMOVABLE WHEN DOOR IS CLOSED), AND SAFETY STUD.
I. GENERAL: CONSTRUCTION MASTERKEY ALL LOCKSETS AND CYLINDER ITEMS; PROVIDE 6
CONSTRUCTION MASTERKEYS.
F. FACTORY REPRESENTATIVES FOR DOOR CLOSER, EXIT BOLTS, AND LOCKSETS SHALL BE
AVAILABLE DURING THE CONSTRUCTION TO INSTRUCT THE CONTRACTOR ON THE PROPER
METHOD OF INSTALLATION OF THEIR MATERIALS. THEY SHALL INSPECT AND ADJUST THEIR
MATERIALS AT THE COMPLETION OF THE WORK, AND SUPPLY PROPER MAINTENANCE
MANUALS TO THE OWNER.
C.2. HARDWARE FOR FIRE-RATED OPENINGS SHALL ALSO BE IN COMPLIANCE WITH ALL FIRE
AND BUILDING CODES APPLICABLE TO THE DISTRICT IN WHICH THE BUILDING IS
LOCATED. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL FOR
THE TYPES AND SIZES OF DOORS REQUIRED, AND WHICH COMPLIES WITH THE
REQUIREMENTS OF THE DOOR AND DOOR FRAME LABELS.
C.1. ALL FINISH HARDWARE SHALL COMPLY WITH APPLICABLE LOCAL AND/OR STATE CURRENT
BUILDING CODES.
A. SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY RECOGNIZED BUILDERS' HARDWARE
SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR
A PERIOD OF NOT LESS THAN TWO YEARS. THE SUPPLIER'S ORGANIZATION SHALL INCLUDE A
MEMBER OF THE AMERICAN SOCIETY OF ARCHITECTURAL HARDWARE CONSULTANTS WHO IS
AVAILABLE AT ALL REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET WITH
THE OWNER, OWNER / REPRESENTATIVE, OR CONTRACTOR FOR PROJECT HARDWARE
CONSULTATION.
D.1. PROVIDE ACCESS DOORS IN THE LOCATIONS INDICATED, AND FOR ACCESS TO
BALANCING AND FIRE DAMPERS, TRAP PRIMERS, VALVES, FANS, TERMINAL UNITS, AND
OTHER EQUIPMENT REQUIRING PERIODIC INSPECTION OR MAINTENANCE THROUGH
FINISHED WALLS OR CEILING, WHETHER INDICATED OR NOT.
G. FURNISH 2 SETS OF SPECIAL TOOLS FOR INSTALLATION AND MAINTENANCE OF HARDWARE.
TOOLS FOR MAINTENANCE AND ADJUSTMENTS ARE TO BE DELIVERED TO THE OWNER UPON
COMPLETION OF THE WORK.
D. DELIVERY: DELIVER ALL HARDWARE IN MANUFACTURERS' ORIGINAL UNOPENED UNDAMAGED
PACKAGES, CLEARLY IDENTIFYING MANUFACTURER, BRAND NAME & CONTENTS
E. IN ADDITION TO REQUIRED ONE-YEAR WARRANTY UNDER CONDITIONS OF THE CONTRACT,
FURNISH 5-YEAR UNCONDITIONAL GUARANTEES FOR ALL DOOR CLOSER, UNDER PROVISIONS
OF SECTION 01700
B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN IN
COMPLIANCE WITH TRADE UNION JURISDICTIONS, EITHER AT THE DOOR AND FRAME
FABRICATION PLANT OR AT THE PROJECT SITE.
C. MINIMUM SIZES: PROVIDE ACCESS DOORS IN SIZES INDICATED. WHEN NOT INDICATED
PROVIDE 12" X 12" SIZE FOR HAND ACCESS, AND 24" X 24" SIZE FOR MAN ENTRY.
J.4. INSTALL ROSES, KICK PLATES, CLOSER, AND OTHER SURFACE MOUNTED HARDWARE
ONLY AFTER DOOR FINISHING IS COMPLETE AND FINISHES ARE COMPLETELY CURED.
E.3.1. INTERIOR DOORS:VERTICAL STEEL STIFFENERS W/SOUND DEADENING FILL BETWEEN,
OR RESIN IMPREGNATED KRAFT PAPER HONEYCOMB CORE.
F.3. FRAME CASINGS: MATERIAL; STEEL CASINGS WITH CORNER ALIGNMENT CLIPS. TYPE;
STANDARD STEEL MODEL TA-8 WITH 1/4 INCH REVEAL FIT FACTORY ASSEMBLED UNITS
WITH MITERGARD CORNER ALIGNMENT CLIPS.
G.3. INTERIOR FRAMES: MINIMUM 16 GAGE FOR FRAMES OF DOOR OPENINGS UP TO AND
INCLUDING 4 FEET IN WIDTH; 14 GAGE FOR FRAMES GREATER THAN 4 FEET IN WIDTH.
G.4. PROVIDE EXTENDED RETURN LEG AT EXTERIOR OPENINGS AS INDICATED TO SUPPORT
SEALANT SYSTEMS.
H.2. FABRICATE FRAMES AND DOORS WITH HARDWARE REINFORCEMENT PLATES WELDED IN
PLACE. REINFORCE FOR BUTTS, CLOSER, AND OTHER SIMILAR MOVING HARDWARE
ITEMS. REINFORCING SHALL BE MINIMUM 3/16-INCH STEEL PLATE. REINFORCE EACH
BUTT WITH MINIMUM 10-1/2 X 1-1/2 INCH PLATE ON HINGE SIDES OF BOTH DOOR AND
FRAME. REINFORCE FOR CLOSER THE FULL WIDTH OF THE DOOR.
H.3. REINFORCE FRAMES WIDER THAN 48 INCHES WITH ROLL FORMED STEEL CHANNELS
FITTED TIGHTLY INTO FRAME HEAD, FLUSH WITH TOP.
H.4. CLOSE TOP AND BOTTOM EDGES OF DOORS WITH STEEL CHANNEL MINIMUM 16-GAUGE
EXTENDING FULL WIDTH OF DOOR, SPOT-WELDED TO BOTH FACES. CLOSE TOP EDGES
OF EXTERIOR DOORS FLUSH WITH STEEL FILLER CAP; SEAL JOINTS WATERTIGHT.
H.5. FINISH AT EXTERIOR UNITS: MODIFIED EPOXY ESTER BAKED-ON PRIMER TO RECEIVE
URETHANE COATING SPECIFIED IN SECTION 09900; OR "SERIES 69 EPOXOLINE II," BY
TNEMEC, OR SERIES 888" BY CARBOLINE.
I.1. INSTALL FRAMES IN ACCORDANCE WITH SDI-105 AND IN ACCORDANCE WITH LABELING
REQUIREMENTS.
I.4.1. MAXIMUM DIAGONAL DISTORTION: 1/16 INCH MEASURED WITH STRAIGHT EDGE,
CORNER TO CORNER.
J.1. FIT AND PREPARE DOORS FOR INSTALLATION IN ACCORDANCE WITH THE DOOR
MANUFACTURER'S PRINTED INSTRUCTIONS.
J.3. FABRICATE FOR 1/8 INCH CLEARANCE AT HEAD AND EACH JAMB, 1/8 INCH BETWEEN PAIRS OF
DOORS, 3/8 INCH CLEARANCE FROM HARD SURFACE FINISH FLOOR AND 3/4 INCH FROM HARD
SURFACE BENEATH DOORS AT OPENINGS INDICATED TO RECEIVE CARPETING.
E.4. PROVIDE CONTINUOUSLY WELDED SEAMLESS EDGES. NO PLASTIC FILLERS WILL BE
ACCEPTED.
Q. FURNISH FOR EACH DOOR THE ITEMS SCHEDULED WITHIN THE DESIGNATED HARDWARE
GROUPS AS SHOWN ON THE DRAWINGS.
R.3.1. TEST CLOSER FOR COMPLIANCE WITH REQUIREMENTS OF SECTION 08710, INCLUDING
OPENING FORCE AND CLOSING SPEED REQUIRED BY JURISDICTIONAL AUTHORITIES.
R.1. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE
PROPER OPERATION OF FUNCTION OF EVERY UNIT. LUBRICATE MOVING PARTS WITH
GRAPHITE TYPE LUBRICANT UNLESS OTHERWISE RECOMMENDED BY THE HARDWARE
MANUFACTURER. REPLACE UNITS THAT CANNOT BE ADJUSTED AND LUBRICATED TO
OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE.
R.2. ADJUST CLOSER PRESSURES AS SPECIFIED IN SECTION 08710, UNLESS OTHERWISE
REQUIRED BY JURISDICTIONAL AUTHORITIES.
R.3.2. PROVIDE TESTING DEVICE, OPERATE TEST AT EACH DOOR, AND PROVIDE A WRITTEN
REPORT ON RESULTS OF TESTS.
K.2. GLASS WHOSE NEAREST VERTICAL EDGE IS WITHIN 24 INCHES OF A DOOR OPENING, AND
WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE.
K.1. IN ALL HINGED AND SLIDING GLAZED DOORS, EXCEPT WHERE WIRE GLASS IS REQUIRED TO
MEET FIRE RATING REQUIREMENTS.
J. INSTALLATION: COMPLY WITH GLASS MANUFACTURER RECOMMENDATIONS, FGMA, AND
APPLICABLE CODES; METAL SHALL NOT TOUCH GLASS.
I. SETTING BLOCKS AND SPACERS: NEOPRENE OR EPDM, SILICONE COMPATIBLE WHERE IN
CONTACT WITH SILICONE SEALANT.
H. GLAZING SEALANT: DOW, GE, OR TREMCO; ONE COMPONENT SILICONE GLAZING SEALANT;
PROVIDE AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED.
G. FRAMELESS MIRRORS: ASTM C1036 MIRROR QUALITY Q2 CLEAR FLOAT GLASS; FULL SILVER
COATING, COPPER COATING AND ORGANIC COATING; NOMINAL 1/4" THICK.
F. CLEAR FIRE RATED GLASS: UL LISTED FOR FIRE RESISTANCE AND TESTED AND APPROVED FOR
IMPACT RESISTANCE BASED ON ANSI Z97.1; NOMINAL 1/4" THICK.
E. TEMPERED GLASS: ASTM C1048, KIND FT, FULLY TEMPERED, SELECT GLAZING QUALITY; SAFETY
GLASS; NOMINAL 1/4" UNLESS OTHERWISE INDICATED.
C. CODES: SAFETY GLAZING SHALL COMPLY WITH CONSUMER PRODUCT STANDARD 16 CFR 1201,
AND SHALL HAVE PASSED ANSI Z97.1.
B. STANDARDS: COMPLY WITH FLAT GLASS MARKETING ASSOCIATION (FGMA) "GLAZING MANUAL"
AND "GLAZING SEALING SYSTEMS MANUAL."
A. GENERAL: PROVIDE GLASS AND GLAZING ACCESSORIES NOT PROVIDED ELSEWHERE AND AS
REQUIRED FOR COMPLETE INSTALLATION.
K.3. GLASS UNITS LARGER THAN 9 SQUARE FEET IN AREA, WHOSE BOTTOM EDGE IS WITHIN
18 INCHES OF A FLOOR OR WALKING SURFACE WHICH IS IN TURN WITHIN 36 INCHES
MEASURED HORIZONTALLY FROM THE GLASS UNIT.
A.1. SELECT FRAMING SYSTEMS, GAUGES, SUPPORTS, BRACING, AND CONNECTIONS AS
NECESSARY TO RESIST THE DESIGN LOADS SPECIFIED.
A.2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED
OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO
MEET THE STRUCTURAL REQUIREMENTS.
A.3.1.1. INTERIOR CEILING ASSEMBLIES: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD,
PLUS DEAD LOADS.
A.3.1.2. INTERIOR PARTITIONS WITHOUT WALL MOUNTED CASEWORK: 5 POUNDS PER
SQUARE FOOT UNIFORM LIVE LATERAL LOAD.
A.3.1.3. INTERIOR PARTITIONS WITH WALL MOUNTED CASEWORK: 5 POUNDS PER SQUARE
FOOT UNIFORM LIVE LATERAL LOAD, PLUS CASEWORK DEAD LOAD, PLUS CASEWORK
LIVE LOAD OF 25 PSF OF SHELF AND COUNTER TOP AREA.
B.1. MAXIMUM OF 1/240 THE SPAN. CODE REQUIREMENTS: PROVIDE ASSEMBLIES MEETING THE
HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL BEEN TESTED IN
ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL
CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF
EACH ASSEMBLY.
B.2. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION REQUIREMENTS
INDICATED. IN THE EVENT OF CONFLICT, NOTIFY THE OWNER / REPRESENTATIVE, AND DO NOT
BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS BEEN RESOLVED.
B.3. PROVIDE ALL CALCULATIONS, DRAWINGS, PRODUCT DATA, AND OTHER VERIFICATION AS
REQUIRED BY THE JURISDICTIONAL CODE AUTHORITY TO OBTAIN APPROVAL OF THE LIGHT
GAGE METAL FRAMING INSTALLATION.
C.1. LIGHT GAUGE METAL FRAMING: ASTM C645-08A; GALVANIZED; PROVIDE "C" SHAPED STUDS, U
SHAPED RUNNERS, HAT AND "Z" SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES
AS INDICATED ON THE DRAWINGS, AND AS SPECIFIED; MINIMUM 25 GAGE.
C.2. COLD ROLLED CHANNELS: RUST INHIBITIVE PAINT COATING; SIZES IN ACCORDANCE WITH
ASTM C754.
D.2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 INCHES O.C, AND NOT
MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND
AT CORNERS.
D.3. FIT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT SPACING OF
WALL STUDS.
D.4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING
AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE.
D.5. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH
DOOR FRAME AND CASED OPENING. STUDS SHALL BE AT LEAST THE SAME GAGE AS THE
ADJACENT STUDS, BUT IN NO CASE LESS THAN 20-GAGE.
D.7. COORDINATE ERECTION OF STUDS WITH INSTALLATION OF SERVICE UTILITIES. ALIGN STUD
WEB OPENINGS.
D.8. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND WINDOW
FRAMES, FIRE EXTINGUISHER CABINETS, RECESSED TOILET ACCESSORIES, ACCESS DOORS,
AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION.
D.9. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO
ENSURE SUPPORT AT ALL BOARD EDGES. PROVIDE FRAMING IMMEDIATELY EITHER SIDE OF
EXPANSION JOINTS.
C.4.2. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE
ANCHORS. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE
ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES
ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION
SYSTEM TO ALLOW REGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION.
D.6. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR
COUNTER TOPS.
D.12.1. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING
MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN
HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE
PARTITION.
D.12.2. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE
STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP
OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION
OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED
STUDS.
D.12.3. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE
JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN
MANUFACTURER'S PRINTED INSTRUCTIONS.
D.11. AT NON-LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY
OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO
NOT RIGIDLY CONNECT STUD TO TOP RUNNER.
F.1. SECURE RUNNERS TO STRUCTURE ABOVE WITH FASTENERS AS SHOWN ON THE
DRAWINGS.
F.3. PROVIDE DETAILING AS INDICATED TO ALLOW FOR DEFLECTION OF BUILDING
STRUCTURE.
G.1. PROVIDE USG DGLW SUSPENDED GYPSUM WALL BOARD CEILING SYSTEM,
INSTALLED PER ASTM C363.
G.2. SUSPEND CEILING FROM OVERHEAD CONCRETE DECK AND STRUCTURAL ELEMENTS
ONLY PER L.L. REQUIREMENTS. DO NOT SUPPORT FROM ANY ELECTRICAL, HVAC,
PLUMBING, OR SPRINKLER SYSTEM COMPONENTS. WHERE OVERHEAD
OBSTRUCTIONS PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE
SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSION
SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED
FRAMING COMPONENTS AS REQUIRED TO SPAN THE REQUIRED DISTANCE.
G.3. SPACE CARRYING CHANNELS 4 FEET ON CENTER WITH ALL SPLICES LAPPED 12
INCHES AND TIED.
G.4. SUPPORT COLD ROLLED CARRYING CHANNELS WITH HANGER WIRES SPACED AT 4
FEET ON CENTER FOR GYPSUM BOARD CEILINGS. LOOP HANGER WIRE AROUND
SUPPORT ELEMENT AND TIGHTLY WRAP AROUND VERTICAL WIRE 3 TIMES; CUT OFF
NEATLY.G.5. SPACE FURRING CHANNELS 16" O.C. WITH ALL SPLICES LAPPED 12", MINIMUM AND
TIED; CLIP OR SADDLE TIE TO RUNNER CHANNELS WITH 16GA. TIE WIRE.
H.1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8
INCH IN 10 FEET IN ANY DIRECTION.
C.1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHERWISE, PERFORM WORK IN
ACCORDANCE WITH GYPSUM ASSOCIATION 216, "RECOMMENDED SPECIFICATIONS
FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, INCLUDING
CONTROL JOINTS PER MANUFACTURER RECOMMENDATIONS."
C.2. INSTALL WATER RESISTANT BOARD AS A SUBSTRATE FOR SURFACES SCHEDULED TO
RECEIVE BONDED FINISHES IN RESTROOMS.
C.4.1. INSTALL SINGLE LAYER OF 5/8" BOARD OR MULTIPLE LAYERS OF THINNER BOARD
AT INSTALLER'S OPTION.
C.4.2. FOR THICKER BOARD AND TIGHTER RADII, DAMPEN BOARD, BLOCK TO THE
REQUIRED UNIFORM RADIUS, AND ALLOW TO SET FOR APPROX. ONE HOUR PRIOR
TO INSTALL.
C.4.3. FOR RADII TIGHTER THAN 46" DAMPEN BOARD WITH 10 TO 15 OZ OF WATER PER
SIDE AND ALLOW TO SOAK FOR 15 MINUTES PRIOR TO INSTALLATION. COMPLY
WITH MANUFACTURER'S INSTRUCTIONS FOR ATTACHMENT TO FRAMING.
C.4.4. INSTALL BOARD WITH LONG DIRECTION PERPENDICULAR TO AXIS OF CURVE
RADIUS.
C.4.5. INSTALL SECOND LAYER IN ACCORDANCE WITH SPECIFICATIONS FOR
"MULTIPLE LAYER APPLICATIONS."
C.4.6. SELECT METHODS TO PRODUCE A UNIFORM RADIUS WITH SMOOTH
TRANSITIONS AT JOINTS. INSTALL BOARD TIGHT TO FRAMING.
D.2. WHERE NECESSARY TO SAND, DO SO WITHOUT DAMAGING THE FACE OF THE
GYPSUM BOARD.
D.3.1. LEVEL 5: PROVIDE AT PUBLIC AREAS, INCLUDING SURFACES TO RECEIVE EIFS
FINISHES.
D.4. GYPSUM BOARD SURFACES SHALL FORM A SMOOTH SURFACE FREE OF RIDGES,
JOINT MARKS, FASTENER DEPRESSIONS, AND JOINT FILLER LINES. TAPERED BOARD
JOINTS SHALL BE TAPED, FILLED, AND FEATHERED TO 12 INCHES EITHER SIDE OF THE
JOINT. NON-TAPERED BOARD JOINTS SHALL BE TAPED, FILLED, AND FEATHERED TO
18 INCHES EITHER SIDE OF THE JOINT.
D.5. FINISH EXISTING GYPSUM BOARD SURFACES TO REMAIN TO MATCH NEW GYPSUM
BOARD SURFACES.
B.1.1. 5/8 INCH THICK UNLESS NOTED OTHERWISE; PROVIDE TYPE X IN FIRE RATED
PARTITIONS.
B.2.1. TRIM: CONCEALED FLANGE CRIMP-ON OR TAPE-ON TYPE; METAL OR PVC AT
CONTRACTOR'S OPTION; GA 216.
B.2.2. JOINT COMPOUND, TAPE, AND FINISHING COMPOUND: ASTM C475 / C475M - 02 AND
GA 216; USE SETTING TYPE JOINT COMPOUND AT WATER RESISTANT BOARD.
B.2.3. GWB PRIME COAT: USG / BEADEX MANUFACTURING COMPANY (AUBURN, WA; 253
931 6600) "PRECOAT."
E. APPLY PRIME COAT TO ALL GWB SURFACES SCHEDULED FOR LEVEL 4 AND LEVEL 5
FINISHES.
SUPPLY AND INSTALL MOBILFLEX SLIDING GRILLE
IMPACT MODEL - “POLYCARBONATE PANELS”
1.01 PART ONE- SUMMARY: SYSTEM IS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR
A. WORK INCLUDED: SYSTEM IS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR
B. SUBMITTALS: NONE
C. QUALITY ASSURANCE
1. PROVIDE COMPONENTS FROM A SINGLE MANUFACTURER WITH RESOURCES TO
PROVIDE CONSISTENT QUALITY IN APPEARANCE. FIELD MEASURE BEFORE
FABRICATION. USE MANUFACTURER APPROVED INSTALLERS.
2.01 PART TWO- PRODUCTS
D. MANUFACTURER:
a. IN THE UNITED STATES: MOBILFLEX, INC.,
AYMERIC LACHAUT -800-216-3539, FAX: 800-254-3538
2.02 CURTAIN SPECIFICATIONS:
CURTAIN DESIGN: IMPACT MODEL
2.03 LOCKING: REFER TO SHEET A2.2 FOR LOCKING REQUIREMENTS
PART THREE EXECUTION
3.01 INSPECTION:
1. VERIFY THAT THE FOLDING SECURITY CLOSURE SYSTEM WILL NOT DISRUPT OTHER
TRADES. THE DOOR INSTALLER SHALL VERIFY THAT THE INSTALLATION AREA IS DRY,
CLEAN, AND FREE OF FOREIGN MATTER. CHECK AS-BUILD CONDITIONS AND VERIFY
THE OPENING DIMENSIONS PRIOR TO INSTALLATION. REPORT IN WRITING ANY
CONDITIONS DETRIMENTAL TO THE PROPER FUNCTIONING OF THE FOLDING SECURITY
CLOSURE SYSTEM. THE INSTALLATION SHALL PROCEED ONCE ANY UNSATISFACTORY
CONDITIONS HAVE BEEN CORRECTED IN ACCORDANCE TO THE MANUFACTURER'S
RECOMMENDATIONS. VERIFY DIMENSIONS OF OPENING PRIOR TO INSTALLATION
3.02 INSTALLATION OF FOLDING SECURITY CLOSURE SYSTEM
:1. INSTALLATION SHALL BE BY AN INSTALLER APPROVED AND TRAINED BY THE
MANUFACTURER IN STRICT ACCORDANCE WITH INSTALLATION GUIDE.
2. EXPLAIN AND REVIEW THE CORRECT LOCKING, OPERATION AND MAINTENANCE OF
THE FOLDING SECURITY CLOSURE SYSTEM.
END OF SECTION 08350
THE TOP AND BOTTOM OF EACH SECTION IS FITTED WITH AN ALUMINUM PANEL 4” HIGH.
THIS PANEL CONSISTS OF AN ALUMINUM EXTRUSION 1/16” THICK AND COMPOSED OF
MODULES WITH A 15° ANGLE BETWEEN THEM TO FACILITATE THE OPERATION OF THE
CLOSURE. THE CURTAIN IS CONSTRUCTED OF 6” WIDE MODULES LINKED TOGETHER BY
A CONTINUOUS ALUMINUM HINGE. THESE HINGES WILL HOLD "SELF-EXTINGUISHING"
COPOLYESTER PANELS 5-1/2” WIDE AND 1/16” THICK. EACH PANEL IS ENTIRELY
RECESSED IN THE ALUMINUM HINGE THROUGHOUT ITS FULL HEIGHT.
2.04 TRACK
CURTAIN SHALL BE HUNG FROM AN OVERHEAD TRACK 1-5/16" BY 1-9/16" HIGH. TRACK
TEMPERED ALUMINUM ALLOY 6351-T6 AND FINISHED BLACK. REFER TO SHEET A2.2 FOR
ADDITIONAL INFORMATION.
2.05 STACKING - REFER TO STOREFRONT SHEETS FOR STACKING LOCATION
2.06 FINISH
FINISH SHALL BE STANDARD CLEAR ANODIZED
CLEAN AND ADJUST CLOSURE TO ENSURE SMOOTH OPERATION.
A. REFERENCES:
A.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM):
A.1.1. C635/C635M-07 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN
PANEL CEILINGS.
A.1.2. C636/C636M-08 - RECOMMENDED PRACTICE FOR THE INSTALLATION OF METAL
CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANELS.
B. PRODUCTS: AS INDICATED ON THE DRAWINGS,
C. INSTALLATION:
C.1. INSTALL SYSTEM IN ACCORDANCE WITH ASTM C636 AND THE REQUIREMENTS OF THE
JURISDICTIONAL CODE AUTHORITIES.
C.2. INSTALL GRID TO PRODUCE FINISHED CEILING TRUE TO LINES AND LEVELS INDICATED,
WITHIN THE SPECIFIED TOLERANCES.
C.3. INSTALL SUSPENSION SYSTEMS IN A MANNER TO SUPPORT ALL SUPERIMPOSED LOADS,
WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/270 OF SPAN.
C.4. HANG SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES AND CONDUIT. WHERE
DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE
SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSIONS SYSTEM,
OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS
AS REQUIRED TO SPAN THE REQUIRED DISTANCE.
C.5. CENTER SYSTEM ON ROOM AXIS ACCORDING TO REFLECTED CEILING PLANS.
C.6. PROVIDE ALL ANCHORS REQUIRED FOR THE INSTALLATION OF THE CEILING SYSTEM. DO
NOT ANCHOR SYSTEM IN ANY MANNER THAT MIGHT CAUSE DAMAGE TO THE
STRUCTURAL SYSTEM.
C.7. INSTALL EDGE MOLDING AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING
LONGEST PRACTICAL LENGTHS. MITER CORNERS. PROVIDE EDGE MOLDINGS AT JUNCTIONS
WITH OTHER INTERRUPTIONS. FABRICATE EDGE MOLDINGS TO FIT THE SURFACES
ENCOUNTERED.
C.8. FIT ACOUSTIC LAY-IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER
DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY
AGAINST ABUTTING SURFACES. SCRIBE AND MILL RECESSED TEGULAR EDGE INTO
PARTIAL BORDER UNITS SUPPORTED AT EDGE BY WALL MOLDING.
C.9. HOLD-DOWN CLIPS: INSTALL HOLD-DOWN CLIPS AT PANELS WITHIN 20 FEET OF AN
EXTERIOR DOOR.
C.10. TOLERANCES:
C.10.1. VARIATION FORM FLAT AND LEVEL SURFACE: 1/8 INCH IN 10 FEET.
C.10.2. VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS: TWO
DEGREES MAXIMUM.
PART 1 - GENERAL
RELATED DOCUMENTS:
DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY
CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION.
DESCRIPTION OF WORK:
EXTENT OF LUXURY VINYL TILE FLOORING AND ACCESSORIES IS SHOWN ON DRAWINGS AND IN
MATERIAL AND ROOM FINISH SCHEDULES.
QUALITY ASSURANCE:
MANUFACTURER: PROVIDE EACH TYPE OF LUXURY VINYL TILE AND ACCESSORIES AS PRODUCED
BY A SINGLE MANUFACTURER, INCLUDING RECOMMENDED PRIMERS, ADHESIVES, SEALANTS AND
LEVELING COMPOUNDS.
FIRE TEST PERFORMANCE: PROVIDE LUXURY VINYL TILE FLOORING WHICH COMPLIES WITH THE
FLOORING FIRE TEST PERFORMANCE CRITERIA AS DETERMINED BY AN INDEPENDENT TESTING
LABORATORY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
FLAME SPREAD: > 0.45 WATTS/CM2 CLASS I - ASTM E-648
SMOKE DENSITY: < 450 PER ASTM E 662
SUBMITTALS:
PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH TYPE OF LUXURY VINYL
TILE AND ACCESSORY.
SAMPLES FOR INITIAL SELECTION PURPOSES: SUBMIT MANUFACTURER'S STANDARD COLOR
CHARTS IN FORM OF ACTUAL SECTIONS OF LUXURY VINYL TILE, INCLUDING ACCESSORIES,
SHOWING FULL RANGE OF COLORS AND PATTERNS AVAILABLE, FOR EACH TYPE OF LUXURY VINYL
TILE REQUIRED.
SAMPLES FOR VERIFICATION PURPOSES: SUBMIT THE FOLLOWING SAMPLES OF EACH TYPE, COLOR
AND PATTERN OF LUXURY VINYL TILE REQUIRED, SHOWING FULL RANGE OF COLOR AND PATTERN
VARIATIONS.
FULL SIZE TILE SAMPLES.
6” LONG SAMPLES OF RESILIENT BASES, INCLUDING PREFORMED CORNERS.
6” LONG SAMPLES OF RESILIENT EDGE STRIPS.
2 ½” LONG SAMPLES OF LUXURY VINYL TILE ACCESSORIES.
OTHER MATERIALS, SUCH AS STAIR TREAD UNITS, ETC., AS REQUIRED.
CERTIFICATION FOR FIRE TEST PERFORMANCE: SUBMIT CERTIFICATION FROM INDEPENDENT
TESTING LABORATORY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION THAT LUXURY VINYL
TILE COMPLIES WITH FIRE TEST PERFORMANCE REQUIREMENTS.
BOND AND MOISTURE TESTS: SUBMIT LOCATION DIAGRAMS AND RESULTS. IT IS ESSENTIAL THAT
MOISTURE TESTS BE TAKEN ON ALL CONCRETE FLOORS REGARDLESS OF THE AGE OR GRADE
LEVEL. CHECK MOISTURE CONTENT DOES NOT EXCEED 2.5% BY WEIGHT (CALCIUM CARBIDE TEST
METHOD) OR MOISTURE EMISSIONS DO NOT EXCEED 3 LBS. WATER/24 HOURS/1000 SQ. FT. (CALCIUM
CHLORIDE TEST METHOD) BY CONDUCTING MOISTURE TESTS, AROUND THE PERIMETER OF THE
ROOM, AT COLUMNS AND WHERE MOISTURE MAY BE EVIDENT. CALCIUM CHLORIDE TESTS AND/OR
CALCIUM CARBIDE TESTS MUST BE DONE IN ACCORDANCE WITH ASTM F-1869 AND TO
INSTRUCTIONS. IT IS THE RESPONSIBILITY OF THE OWNER OR HIS AGENT TO PROVIDE ADEQUATE
MOISTURE TESTING BY AN INDEPENDENT AGENCY ACCEPTABLE TO THE FLOOR COVERING
MANUFACTURER FOR PRODUCTS SPECIFIED WITHIN THIS DOCUMENT
MAINTENANCE INSTRUCTION: SUBMIT TWO COPIES OF MANUFACTURER RECOMMENDED
MAINTENANCE PRACTICES FOR EACH TYPE OF LUXURY VINYL TILE FLOORING AND ACCESSORY
REQUIRED.
PROJECT CONDITIONS:
MAINTAIN MINIMUM TEMPERATURE AS INSTRUCTED BY MATERIAL MANUFACTURERS BUT NOT LESS
THAN 65 F (18 C) IN SPACES TO RECEIVE LUXURY VINYL TILE FOR AT LEAST 48 HOURS PRIOR TO
INSTALLATION, DURING INSTALLATION AND FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION.
STORE LUXURY VINYL TILE MATERIALS IN SPACES WHERE THEY WILL BE INSTALLED FOR AT LEAST
48 HOURS BEFORE BEGINNING INSTALLATION. SUBSEQUENTLY, MAINTAIN MINIMUM TEMPERATURE
OF 55 F (13 C) IN AREAS WHERE WORK IS COMPLETED.
INSTALL LUXURY VINYL TILE AND ACCESSORIES AFTER OTHER FINISHING OPERATIONS, INCLUDING
PAINTING, HAVE BEEN COMPLETED. DO NOT INSTALL LUXURY VINYL TILE OVER CONCRETE SLABS
UNTIL THE LATTER HAVE BEEN CURED AND ARE SUFFICIENTLY DRY TO ACHIEVE BOND WITH
ADHESIVE AS DETERMINED BY THE LUXURY VINYL TILE MANUFACTURER'S RECOMMENDED BOND
AND MOISTURE TEST. DO NOT TAKE TESTS LATER THAN TEN DAYS PRIOR TO SCHEDULED
INSTALLATION. NOTIFY ARCHITECT IMMEDIATELY OF UNSATISFACTORY CONDITIONS.
PART 2 - PRODUCTS
DISTRIBUTOR:
ECORE COMMERCIAL LTD.
119 S TREE DRIVE
LANCASTER, PA 17603
PHONE 1-888-359-5466 - 717-299-5035
FAX 1-717-394-1937
PRODUCTS ARE AVAILABLE THROUGH CONTRACT FLOORING DEALERS.
LUXURY VINYL TILE COLORS AND PATTERNS:
PROVIDE COLOR AND PATTERNS AS INDICATED, OR IF NOT INDICATED IN MATERIALS SCHEDULE
AND/OR DRAWINGS AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARDS.
GAUGE: 5.0MM
WEAR LAYER: .5MM (30 MILS)
STANDARD: COMPLY W/ASTM F 1066, ASTM E648, AND ASTM E662
EDGE TREATMENT: SQUARE ONLY, NOT BEVELED
PERFORMANCE/GENERAL ASTM F-1066
FLAME SPREAD ASTM E648 >0.45 WATTS/CM2 CLASS 1
SMOKE DENSITY ASTM E662 < 450 PASS
STATIC LOAD ASTM F970(M) - 900 PSI
COEFFICIENT OF FRICTION ASTM D2047 >0.5
ABRASION RESISTANCE ASTM D3884-09 PASS
RESISTANCE TO CHEMICALS ASTM F925-02 NO CHANGE AFTER 24 HOURS
DIMENSIONAL STABILITY ASTM F2199-09 PASS
PART 3 - EXECUTION
INSPECTION:
REQUIRE INSTALLER TO INSPECT SUBFLOOR SURFACES TO DETERMINE THAT THEY ARE
SATISFACTORY. A SATISFACTORY SUBFLOOR SURFACE IS DEFINED AS ONE THAT IS SMOOTH AND
FREE FROM CRACKS, HOLES, RIDGES, OR COATINGS PREVENTING ADHESIVE BOND AND OTHER
DEFECTS IMPAIRING PERFORMANCE OR APPEARANCE.
CONCRETE SUBFLOORS: VERIFY THAT CONCRETE SLABS COMPLY WITH ASTM F710 AND THE
FOLLOWING:
SLAB SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, HARDENERS AND
OTHER MATERIALS THAT MAY INTERFERE WITH ADHESIVE BOND. DETERMINE ADHESION AND
DRYNESS CHARACTERISTICS BY PERFORMING BOND AND MOISTURE TESTS RECOMMENDED BY
FLOORING MANUFACTURER.
DO NOT ALLOW LUXURY VINYL TILE WORK TO PROCEED UNTIL SUBFLOOR SURFACES ARE
SATISFACTORY.
PREPARATION:
PREPARE SUBFLOOR SURFACE AS FOLLOWS:
INSPECTION OF EXISTING SUB--FLOOR: A SOLID, DRY, CLEAN SUB-FLOOR IS REQUIRED FOR THE
INSTALLATION OF ALL POLYFLOR MATERIALS.
USE CEMENTITIOUS LEVELING AND PATCHING COMPOUNDS AS RECOMMENDED BY LUXURY
VINYL TILE MANUFACTURER FOR FILLING SMALL CRACKS, HOLES AND DEPRESSIONS AND
LEVELING SUBFLOORS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR LEVELING NEW OR
EXISTING FLOORS WHOSE SURFACE VARIES UP TO 5/16”. NOTIFY OWNER, ARCHITECT AND
GENERAL CONTRACTOR IN WRITING WHERE SUBSTRATE VARIES MORE THAN ABOVE BEFORE
PROCEEDING WITH THE WORK. GYPSUM BASED LEVELING COMPOUNDS WILL NOT BE
ACCEPTED.
USE CEMENTITIOUS LEVELING AND PATCHING COMPOUNDS AS RECOMMENDED BY LUXURY
VINYL TILE MANUFACTURER FOR FILLING SMALL CRACKS, HOLES AND DEPRESSION IN
SUBFLOORS.
REMOVE COATINGS FROM SUBFLOOR SURFACES THAT WOULD PREVENT ADHESIVE BOND,
INCLUDING CURING COMPOUNDS INCOMPATIBLE WITH LUXURY VINYL TILE ADHESIVES, PAINTS,
OILS, WAXES AND SEALERS.
BROOM CLEAN OR VACUUM SURFACES TO BE COVERED, AND INSPECT SUBFLOOR.
INSTALLATION
INSTALLATION, GENERAL:
INSTALLER VERIFICATION: ALL POLYFLOR MATERIALS SHOULD BE INSTALLED BY A
PROFESSIONAL FLOORING MECHANIC, PREFERABLY ONE WHO HAS ATTENDED AN
INSTALLATION CLINIC OR A MASTER MECHANIC TRAINING SEMINAR.
(CONTINUED ON NEXT PAGE)
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
SPECIFICATIONS
G503
SECTION 09651 RESILIENT FLOORING
SECTION 09658 RESILIENT BASE
SECTION 09720 WALL COVERINGS
SECTION 09775 FIBERGLASS REINFORCED PLASTIC (FRP) PANEL WALL COVERING
SECTION 09820 ACOUSTICAL INSULATION AND SEALANTS
DIVISION 10:SPECIALTIES
SECTION 10400 SIGNAGE
SECTION 10810 TOILET ACCESSORIES
SECTION 10999 MISCELLANEOUSSECTION 09900 PAINTING
DIVISION 11 - EQUIPMENT
DIVISION 12 - FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 15 - MECHANICAL
DIVISION 16 - ELECTRICAL
A. MATERIALS: AS INDICATED ON THE DRAWINGS, NO SUBSTITUTIONS ALLOWED.
A.1. RESILIENT FLOORING:
A.1.1. VINYL COMPOSITION TILE (VCT): AS SCHEDULED ON THE DRAWINGS.
A.2. LATEX UNDERLAYMENT: WHITE PREMIX LATEX FILLER, MIXED WITH WATER TO PRODUCE
A CEMENTITIOUS PASTE.
A.3. PRIMERS AND ADHESIVES: TYPES AS RECOMMENDED BY RESILIENT FLOORING AND BASE
MANUFACTURERS FOR SPECIFIC APPLICATION.
A.4. TRANSITION STRIPS:
A.4.1. AS DETAILED ON SHEET A2.2
B. PREPARATION: INSTALL SUBFLOOR FILLER TO FILL LOW SPOTS, CRACKS, CONSTRUCTION
JOINTS, HOLES AND OTHER DEFECTS, AND AS REQUIRED TO ADJUST LEVEL TO MEET ADJACENT
FINISHES. FEATHER TO MAXIMUM SLOPE OF 1/8 INCH IN 3 FEET; FLOAT TO SMOOTH, FLAT,
HARD SURFACE. PROHIBIT TRAFFIC OVER FILLER.
C. RESILIENT FLOORING INSTALLATION
C.1. INSTALL RESILIENT FLOORING WHERE SCHEDULED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
C.2. UNLESS INDICATED OTHERWISE, INSTALL RESILIENT FLOORING WITH JOINTS AND SEAMS
PARALLEL TO BUILDING LINES.
C.3. TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR AT DOOR OPENINGS WHERE
ADJACENT FLOOR FINISH IS DISSIMILAR, AND WHERE NO THRESHOLD IS INDICATED.
C.4. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING
TERMINATES.
C.5. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS AND OTHER
APPURTENANCES TO PRODUCE TIGHT JOINTS.
C.6. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY
MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD
ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET.
C.7. SET FLOORING IN PLACE; PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION.
D. SPECIAL REQUIREMENTS FOR RESILIENT TILE:
D.1. OPEN FLOOR TILE CARTONS, ENOUGH TO COVER EACH AREA, AND MIX TILE TO ENSURE
SHADE VARIATIONS DO NOT OCCUR WITHIN ANY ONE AREA.
D.2. INSTALL TILES AS INDICATED ON THE DRAWINGS.
D.3. INSTALL WITH MINIMUM TILE WIDTH 1/2 FULL SIZE AT ROOM OR AREA PERIMETER,
UNLESS INDICATED OTHERWISE.
D.4. ARRANGE TO SQUARE GRID PATTERN WITH ALL JOINTS ALIGNED, WITH PATTERN GRAIN
ALTERNATING WITH ADJACENT UNIT TO PRODUCE BASKET WEAVE PATTERN WITH
PATTERN GRAIN PARALLEL FOR ALL UNITS AND PARALLEL TO THE LENGTH OF THE
ROOM.
E. SEAL JOINT BETWEEN FLOORING AND ADJACENT MATERIALS AT RESTROOMS, BATHROOMS,
BREAKROOMS, AND OTHER MOIST AREAS WITH CLEAR SILICONE SEALANT.
F. SPECIAL PROTECTION REQUIREMENTS FOR INTERIOR RESILIENT TILE SURFACES:
F.1. AREAS SUBJECT ONLY TO FOOT TRAFFIC: LAY DOWN NON-STAINING CURING PAPER
LAPPED AND SEALED AT JOINTS AND EDGES WITH NASHUA BRAND DUCT TAPE. DO
NOT USE POLYETHYLENE OR PRODUCTS CONTAINING BITUMINOUS MATERIALS.
F.2. AREAS SUBJECT TO ROLLING TRUCKS, DOLLIES AND OTHER EQUIPMENT: IN ADDITION TO
THE ABOVE, SUCH AREAS SHALL BE FURTHER PROTECTED BY CONTINUOUS PLYWOOD OR
HARDBOARD RUNWAYS. COORDINATE DESIGNATION OF SUCH AREAS. STRIP AND WAX
VCT.
A. MATERIALS: AS INDICATED ON THE DRAWINGS, NO SUBSTITUTIONS ALLOWED.
A.1. RUBBER BASE: AS SCHEDULED ON THE DRAWINGS.
A.2. PROVIDE ROLL GOODS ONLY. PRIMERS AND ADHESIVES: TYPES AS RECOMMENDED BY
RESILIENT BASE MANUFACTURER FOR SPECIFIC APPLICATION.
B. INSTALLATION:
B.1. ADHESIVE INSTALL BASE MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES.
B.2. USE MANUFACTURER'S LONGEST LENGTHS. WHERE CUTTING IS NECESSARY, MAINTAIN
MINIMUM MEASUREMENT OF 18 INCHES BETWEEN JOINTS.
B.3. MITER OR COPE INSIDE CORNERS FOR ACCURATE FIT.
B.4. INSTALL BASE TO WALLS AND COLUMNS IN ALL AREAS WHERE RUBBER BASE IS
SCHEDULED.
B.5. COORDINATE WITH OWNER'S CASEWORK VENDOR AND PROVIDE BASE TO WOOD CASEWORK
TOE KICKS WHERE REQUIRED.
B.6. SCORE BACK OF BASE MATERIAL WITH GROOVING TOOL, AT ALL OUTSIDE CORNERS;
MAINTAIN MINIMUM LEG LENGTH 18 INCHES WHERE WALL LENGTH PERMITS. MOUNT
BASE SO THAT SCORED GROOVE IS ACCURATELY ALIGNED WITH CORNER, AND WITH
BASE TIGHTLY ADHERED TO WALL AT BOTH SIDES OF CORNER, WITH NO VISIBLE GAPS
AT TOP OF BASE. WHERE COVE BASE IS FORMED AROUND OUTSIDE CORNERS, STRETCH
TOE OF COVE FOR SMOOTH TRANSITION AROUND CORNER, WITH TOE IN UNIFORM
CONTACT WITH THE FINISH FLOORING.
B.7. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS.
B.8. INSTALL STRAIGHT AND LEVEL TO VARIATION OF PLUS OR MINUS 1/8 INCH OVER 10
FEET.
B.9. COORDINATE INSTALLATION OF BASE WITH WORK OF SECTION 09680.
B.10. FIT JOINTS TIGHT AND VERTICAL.
C. CLEANING
C.1. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE, AND WALL SURFACES WITHOUT DAMAGE.
C.2. CLEAN BASE AND FLOOR IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
A. MATERIALS:
A.1. WALL COVERINGS: AS SCHEDULED ON THE DRAWINGS.
A.2. ADHESIVES: AS RECOMMENDED BY THE WALL COVERING MANUFACTURER.
A.3. ALL WALL COVERINGS SHALL HAVE A MAXIMUM FLAME SPREAD OF 75 OR LESS WHEN
TESTED IN ACCORDANCE WITH ASTM E84. FIRE RETARDANT TREAT ALL
NONCONFORMING WALL COVERING. TREATMENT SHALL NOT ALTER THE APPEARANCE OF
THE FABRIC.
B. PREPARATION:
B.1. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS,
ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO
STARTING WORK; STORE DURING AND REPLACE AFTER WORK.
B.2. AT EXISTING PAINTED SURFACES, EVENLY ROUGHEN WITH A MEDIUM GRIT GARNET
PAPER, WASH WITH TSP, WIPE CLEAR WATER, ALLOW TO DRY, AND SIZE WITH WALL
COVERING ADHESIVE.
B.3. TEST SUBSTRATES WITH A SUITABLE MOISTURE METER TO VERIFY THAT THE MOISTURE
CONTENT DOES NOT EXCEED 4%
C. INSTALLATION - WALL COVERING ON GYPSUM WALL BOARD:
C.1. MIX AND APPLY ADHESIVES IN STRICT ACCORDANCE WITH THE ADHESIVE
MANUFACTURER'S DIRECTIONS FOR THE TYPE OF MATERIAL BEING APPLIED.
C.2. INSTALL WALL COVERING SECURE, SMOOTH, CLEAN, AND WITHOUT WRINKLES, GAPS OR
OVERLAPS.
C.3. EXTEND WALL COVERING CONTINUOUSLY BEHIND SUCH ITEMS AS MIRRORS, AND OTHER
ITEMS WHICH ARE CLOSE TO BUT NOT TOUCHING WALLS.
C.4. INSTALL WALL COVERING WHERE SCHEDULED IN STRICT ACCORDANCE WITH THE WALL
COVERING MANUFACTURER'S RECOMMENDATIONS.
C.5. PROVIDE DOUBLE-CUT SEAMS ON NONMATCH PATTERNS; BUTT SEAMS ON MATCH
PATTERNS.
E. EXCESS YARDAGE:
E.1. NOTIFY DESIGNATED OWNER'S REPRESENTATIVE AT THE SITE PRIOR TO REMOVING
EXCESS YARDAGE FROM THE JOB. THE OWNER'S REPRESENTATIVE WILL SELECT THE
MATERIALS WHICH ARE TO BE RETAINED BY THE OWNER.
E.2. CAREFULLY WRAP THE EXCESS YARDAGE SELECTED TO BE RETAINED. DELIVER TO A
LOCATION ON SITE AS DIRECTED BY THE OWNER. REMOVE REMAINDER FROM THE SITE
AND DISPOSE OF LEGALLY.
A. SUMMARY: FIBERGLASS REINFORCED PLASTIC PANEL (FRP) WALL COVERING.
B. REFERENCES: AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): E84 - TEST METHOD FOR
SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS
C. DELIVERY, STORAGE AND HANDLING: COMPLY WITH REQUIREMENTS OF SECTION 01600.
D. ENVIRONMENTAL CONDITIONS
D.1. MAINTAIN A MINIMUM TEMPERATURE OF 60 DEGREES F AND RELATIVE HUMIDITY AS PRESCRIBED
BY THE ADHESIVE MANUFACTURER, DURING INSTALLATION, AND UNTIL INSTALLED ADHESIVE IS
FULLY CURED.
D.2. ALLOW NO CONTAINERS OF ADHESIVE TO BE OPENED UNTIL ALL POTENTIAL SOURCES OF FLAME
OR SPARK HAVE BEEN SHUT DOWN OR EXTINGUISHED AND UNTIL WARNINGS AGAINST THEIR
IGNITION DURING ADHESIVE APPLICATION HAVE BEEN POSTED.
D.3. PROVIDE VENTILATION TO DISPERSE FUMES DURING APPLICATION OF SOLVENT-BASED ADHESIVE.
E. PANEL SYSTEM COMPONENTS:
E.1. PANEL MATERIAL:
E.1.1. MANUFACTURER/TYPE: ONE OF THE FOLLOWING.
E.1.1.1. MARLITE BRAND CLASS I/A FIRE RATED FRP BY MARLITE (DOVER, OH 330/343-6621); COLOR
AS SCHEDULED IN THE FINISH LEGEND.
E.1.1.2. FIRE-X GLASBORD WITH SURFASEAL, BY CRANE COMPOSITES (815/467-8600); COLOR AS
SCHEDULED IN THE FINISH LEGEND.
E.1.1.3. "77136 STRUCTOGLAS FIRE RETARDANT WALL & CEILING PANELS" BY SEQUENTIA INC.
(GRAND JUNCTION TN; 815 467 8600; 800 435 0080); COLOR AS SCHEDULED IN THE FINISH
LEGEND.
E.1.2. PANEL TYPE: FIBERGLASS REINFORCED POLYESTER PANELS, WITH EMBOSSED TEXTURED
FACE.
E.1.3. THICKNESS: 3/32 INCH.
E.1.4. SIZE: 48 INCHES X LENGTH REQUIRED FOR CONDITIONS INDICATED.
E.1.5. FIRE RATING: MAXIMUM 25/450 FLAME SPREAD / SMOKE DEVELOPED IN ACCORDANCE WITH
ASTM E84.
E.2. MOLDINGS: MANUFACTURER'S STANDARD PVC CAP, CORNER, AND DIVISION MOLDINGS; COLOR TO
MATCH PANELS. OMIT BOTTOM TRIM WHERE PANEL ABUTS FLASH COVED BASE.
E.3. PANEL AND MOLDING INSTALLATION ADHESIVE:
E.3.1. ONE OF THE FOLLOWING:
E.3.1.1. MARLITE BRAND C-551 CONSTRUCTION ADHESIVE.
E.3.1.2. 444 NONFLAMMABLE FRP PANEL ADHESIVE BY W. W. HENRY COMPANY.
E.3.1.3. "4054 TITEBOND SOLVENT FREE FAST GRAB FRP ADHESIVE" BY NATIONAL NAIL,
NATIONALNAIL.COM
E.3.2. FURNISH ADHESIVE SPREADERS WITH 3/16 INCH V-NOTCHES, 5/16 INCH APART FOR
APPLICATION OF ADHESIVE TO PANELS.
E.4. SEALANT: FLEXIBLE WATERPROOF SEALANT FOR BEDDING PANEL EDGES, MARLITE BRAND
SILICONE SEALANT MS 251 BY MARLITE, OR SILICONE SEALANT S255C BY CRANE COMPOSITES.
F. CONDITION OF SURFACES
F.1. SUBSTRATE: VERIFY THAT DRYWALL SUBSTRATE IS CLEAN, DRY, SOLID, STRAIGHT, AND FREE
FROM PROJECTIONS.
F.3. DO NOT START WORK UNTIL OTHER WORK REQUIRING PENETRATION OF WALL COVERING HAS
BEEN COMPLETED, OR ACCURATELY LOCATED.
F.4. COMMENCEMENT OF PLASTIC PANELING WALL COVERING WORK CONSTITUTES INSTALLER'S
ACCEPTANCE OF THE SUBSTRATE.
G. CUTTING AND FITTING
G.1. CUT PANELS ACCURATELY TO SIZE WITH PROPER ALLOWANCE FOR EXPANSION AND MOLDINGS.
G.2. SAND OR FILE ALL EDGES SMOOTH WITHOUT CHIPPING.
G.3. CUT OPENINGS FOR PENETRATIONS IN ACCURATE LOCATION WITH APPROXIMATE 1/8-INCH
CLEARANCE AROUND PENETRATIONS.
H. INSTALLATION
H.2. CUT TOP CAP AND DIVISION OR CORNER MOLDINGS TO SHAPE, WITH EDGES TRIMMED TO FIT TO
ADJACENT MOLDINGS.
H.3. APPLY SEALANT INTO INSTALLED MOLDINGS IN SEQUENCE WITH PANEL INSTALLATION.
H.4. APPLY ADHESIVE TO BACKS OF PANELS IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
H.5. MAINTAIN LINES AND LEVELS OF PANEL EDGES AND MOLDINGS.
H.6. INSTALL PANELS TIGHT TO FLASH-COVED BASE TRIM.
H.7. ALLOW 1/8-INCH GAP BETWEEN TOP CAP, CORNER, OR DIVISION MOLDING POSTS, AND PANEL
EDGE; ALL EDGES SHALL BE FIRMLY BEDDED TO THE MOLDINGS IN SEALANT.
H.8. PROMPTLY REMOVE SEALANT SQUEEZE OUT WITH A DAMP CLOTH, AS WORK PROGRESSES;
REMOVE ADHESIVE WITH APPROPRIATE SOLVENT.
H.9. INSTALL SEALANT BEHIND FLANGES AND AT PENETRATIONS THROUGH PANELING, AND BETWEEN
TOP CAP OF PANEL AND SUBSTRATE.
I. CLEANING
I.1. INSPECT SURFACES OF PANELING AND REMOVE EXCESS ADHESIVE FROM FACE OF LAMINATE
USING SOLVENT RECOMMENDED BY MANUFACTURER.
I.2. PROMPTLY REMOVE UNUSED CUT PIECES FROM THE SITE.
I.3. PRIOR TO SUBSTANTIAL COMPLETION OF EACH AREA WHERE REINFORCED PLASTIC PANEL WALL
COVERING IS INSTALLED, CLEAN ALL SURFACES OF PLASTIC PANELS, USING PROCEDURES
RECOMMENDED BY THE MANUFACTURER.
H.1. ESTABLISH CENTERLINE OF EACH DISTINCT FLAT AREA TO BE COVERED. TRIM DIVISION
MOLDINGS TO MATE WITH BASE MOLDINGS; INSTALL IN SOLID BED OF ADHESIVE, EITHER ON
CENTERLINE, OR OFFSET 24 INCHES FROM CENTER, AS NECESSARY TO MAXIMIZE PANEL
WIDTHS AT CORNERS. MOLDING SHALL BE INSTALLED STRAIGHT AND PLUMB.
F.2. WHERE CONDITIONS REQUIRE INSTALLATION OF PANELING PRIOR TO INSTALLATION OF FLOORING,
COORDINATE WITH OTHER TRADES TO ESTABLISH ACCURATE LOCATION OF TOP OF BASE.
A. MATERIALS:
A.1. ACOUSTIC INSULATION: ASTM C665, TYPE I; UNFACED MINERAL FIBER BATTS, BLANKETS, OR
ROLLS; MINIMUM FIRE HAZARD CLASSIFICATION RATING OF 25/50 PER ASTM E84; MINIMUM
3-INCH THICK, UNLESS REQUIRED OTHERWISE TO MEET THE STC REQUIREMENTS INDICATED
OR SPECIFIED; WIDTHS TO FRICTION-FIT BETWEEN STUDS, WHERE INDICATED FOR
INSTALLATION IN STUD WALLS.
A.2. ACOUSTICAL SEALANT: NON-HARDENING, NON-SKINNING, FOR USE IN CONJUNCTION WITH
GYPSUM BOARD; SIMILAR TO USG "ACOUSTICAL SEALANT."
A.3. SPRAYED FOAM: REFER TO ARCHITECTURAL DRAWINGS
A.4. PREFORMED FOAM FILLER: FOAM ASSEMBLIES AVAILABLE FROM THE METAL DECK
MANUFACTURER THAT ARE PREFORMED TO FIT THE FLUTES IN THE METAL DECK.
A.5. ACCESSORIES: FURNISH OTHER ACCESSORIES SUCH AS FASTENERS AND RETAINERS, NOT
SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE INSTALLATION.
B. INSTALLATION:
B.1. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND AS
INDICATED.
B.2. INSTALL INSULATION WITHOUT GAPS OR VOIDS.
B.3. TRIM INSULATION NEATLY TO FIT SPACES. USE INSULATION MATERIALS FREE OF DAMAGE.
B.4. ACOUSTICAL INSULATION AT CEILINGS:
B.4.1. LAY ACOUSTICAL INSULATION OVER EACH ACOUSTICALLY INSULATED PARTITION THAT
TERMINATES AT THE CEILING. INSULATION SHALL EXTEND A MINIMUM OF 24" EACH SIDE
OF THE CENTERLINE OF THE ACOUSTICAL PARTITION.
B.4.2. ACOUSTICAL INSULATION BATTS SHALL BE TIGHTLY BUTTED.
B.4.3. CUT AND FIT NEATLY AROUND MECHANICAL AND SPRINKLER DROPS.
B.4.4. FILL SPACES BETWEEN WALL BATTS (AT TOP PLATE LINE) AND CEILING BATTS TO ENSURE
COMPLETE SOUND CLOSURE.
B.4.5. OMIT INSULATION OVER TOPS OF RECESSED FLUORESCENT LIGHT FIXTURES; AND WITHIN
2 INCHES OF RECESSED INCANDESCENT FIXTURES.
B.5. SEALANT:
B.5.1. INSTALL ACOUSTICAL SEALANT AROUND PERIMETER OF ALL ACOUSTICALLY INSULATED
PARTITIONS; ONE CONTINUOUS BEAD AT EACH SIDE OF FRAMING MEMBER INTERFACE
WITH SUBSTRATE.
B.5.2. SEAL ALL PENETRATIONS THROUGH ACOUSTICAL ASSEMBLIES, EXCEPT FOR
PENETRATIONS IN FIRE RATED CONSTRUCTION TO RECEIVE FIRESTOPPING.
B.6. PROVIDE PREFORMED FOAM FILLERS OR SPRAYED FOAM TO SEAL THE FLUTE OPENINGS
WHERE ACOUSTICAL PARTITIONS ARE INSTALLED TIGHT TO METAL DECK ASSEMBLIES.
FIELD VERIFICATION:
FIELD VERIFY, PRIOR TO INSTALLATION, EXACT LAYOUT DIMENSIONS OF ALL SEAMS, FLOOR
PATTERNS, GRAIN DIRECTIONS AND INSETS WITH ARCHITECT. START OF WORK WITHOUT
ARCHITECT APPROVAL OF FIELD VERIFICATION IS NOT PERMITTED AND UNAUTHORIZED
INSTALLATIONS SHALL BE REPLACED AT CONTRACTORS EXPENSE.
WHERE MOVEABLE PARTITIONS ARE SHOWN, INSTALL LUXURY VINYL TILE BEFORE PARTITIONS
ARE ERECTED.
INSTALL FLOORING USING METHOD INDICATED IN STRICT COMPLIANCE WITH MANUFACTURER'S
PRINTED INSTRUCTIONS. EXTEND FLOORING INTO TOE SPACES, DOOR REVEALS AND INTO
CLOSETS AND SIMILAR OPENINGS.
SCRIBE, CUT AND FIT LUXURY VINYL TILE TO PERMANENT FIXTURES BUILT IN FURNITURE AND
CABINETS, PIPES, OUTLETS AND PERMANENT COLUMNS, WALLS AND PARTITIONS.
MAINTAIN REFERENCE MARKERS, HOLES OR OPENINGS THAT ARE IN PLACE OR PLAINLY
MARKED FOR FUTURE CUTTING BY REPEATING ON FINISH FLOORING AS MARKED ON
SUBFLOOR. USE CHALK OR OTHER NON-PERMANENT MARKING DEVICE.
INSTALL FLOORING ON COVERS FOR TELEPHONE AND ELECTRICAL DUCTS, AND OTHER SUCH
ITEMS AS OCCUR WITHIN FINISHED FLOOR AREAS. MAINTAIN OVERALL CONTINUITY OF COLOR
AND PATTERN WITH PIECES OF FLOORING INSTALLED ON THESE COVERS. TIGHTLY CEMENT
EDGES TO PERIMETER OF FLOOR AROUND COVERS AND TO COVERS.
TIGHTLY ADHERE FLOORING TO SUBBASE WITHOUT OPEN CRACKS, VOIDS, RAISING AND
PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS OR OTHER SURFACE
IMPERFECTIONS. HAND ROLL FLOORING AT PERIMETER OF EACH COVERED AREA TO ASSURE
ADHESION.
INSTALLATION OF TILE FLOORS:
LAY TILE FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR
OFFSETS, SO THAT TILE AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. ADJUST AS
NECESSARY TO AVOID USE OF CUT WIDTHS LESS THAN 1/2 TILE AT ROOM PERIMETERS. LAY
TILE SQUARE TO ROOM AXIS, UNLESS OTHERWISE SHOWN.
MATCH TILES FOR COLOR AND PATTERN BY USING TILE FROM CARTONS IN SAME SEQUENCE AS
MANUFACTURED AND PACKAGED IF SO NUMBERED. CUT TILE NEATLY AROUND ALL FIXTURES.
BROKEN, CRACKED, CHIPPED OR DEFORMED TILES ARE NOT ACCEPTABLE.
LAY TILE WITH GRAIN RUNNING IN ONE DIRECTION UNLESS SHOWN OR DIRECTED OTHERWISE.
VERIFY GRAIN DIRECTIONS WITH ARCHITECT PRIOR TO INSTALLATION.
ADHERE TILE FLOORING TO SUBSTRATES USING FULL SPREAD OF ADHESIVE APPLIED IN
COMPLIANCE WITH FLOORING MANUFACTURER'S DIRECTIONS.
ON ALL FLOOR PENETRATIONS CUTOUTS AND EDGE CONDITIONS, SUCH AS DOOR FRAMES, FILL
VOIDS BETWEEN TILE FLOOR AND OTHER SURFACES WITH SEALANT RECOMMENDED BY TILE
MANUFACTURER.
TRANSITION SECTION AT PAVING JUNCTION: VISEDGE VR BY HOWIE GREEN IS DESIGNED TO
SECURELY ANCHOR THE PERIMETER OF TILE FLOORING TO PREVENT INGRESS OF WATER AT
THE INTERFACE WITH THE SCREED AND TO PROTECT THE CERAMIC FLOOR EDGE PROFILE.
INSTALLATION OF ACCESSORIES:
APPLY WALL BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK AND OTHER PERMANENT
FIXTURES IN ROOMS OR AREAS WHERE BASE IS REQUIRED. INSTALL BASE IN LENGTHS AS
LONG AS PRACTICABLE, WITH PREFORMED CORNER UNITS. TIGHTLY BOND BASE TO
SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH CONTINUOUS CONTACT AT
HORIZONTAL AND VERTICAL SURFACES.
ON MASONRY SURFACES, OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS ALONG TOP
EDGE OF RESILIENT WALL BASE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER
MATERIAL.
PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO FLOORING AND SECURE WITH ADHESIVE.
INSTALL EDGING STRIPS AT EDGES OF FLOORING WHICH WOULD OTHERWISE BE EXPOSED.
APPLY RESILIENT ACCESSORIES TO STAIRS IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
CLEANING AND PROTECTION:
PERFORM FOLLOWING OPERATIONS IMMEDIATELY UPON COMPLETION OF LUXURY VINYL TILE:
SWEEP OR VACUUM FLOOR THOROUGHLY.
DO NOT WASH FLOOR UNTIL TIME PERIOD RECOMMENDED BY LUXURY VINYL TILE
MANUFACTURER HAS ELAPSED TO ALLOW LUXURY VINYL TILE TO BECOME WELL ADHERED.
SPRAY BUFFING USING A WHITE OR LAMB'S WOOL PAD IS ALSO A VERY EFFECTIVE AND
ECONOMICAL METHOD OF MAINTAINING A HIGH STANDARD OF APPEARANCE.
DAMP MOP FLOOR BEING CAREFUL TO REMOVE BLACK MARKS AND EXCESSIVE SOIL.
REMOVE ANY EXCESS ADHESIVE OR OTHER SURFACE BLEMISHES, USING APPROPRIATE
CLEANER RECOMMENDED BY FLOORING MANUFACTURERS.
PROTECT FLOORING AGAINST DAMAGE DURING CONSTRUCTION PERIOD TO COMPLY WITH
LUXURY VINYL TILE MANUFACTURER'S DIRECTIONS.
IF REQUIRED BY OWNER, APPLY PROTECTIVE FLOOR POLISH TO LUXURY VINYL TILE SURFACES
FREE FROM SOIL, EXCESS ADHESIVE OR SURFACE BLEMISHES. USE COMMERCIALLY
AVAILABLE METAL CROSS-LINKED ACRYLIC PRODUCT ACCEPTABLE TO LUXURY VINYL TILE
MANUFACTURER.
PROTECT FLOORING AGAINST DAMAGE FROM ROLLING LOADS FOR INITIAL PERIOD FOLLOWING
INSTALLATION BY COVERING WITH PLYWOOD OR HARDBOARD. USE DOLLIES TO MOVE
STATIONARY EQUIPMENT OR FURNISHINGS ACROSS FLOORS.
COVER LUXURY VINYL TILE WITH UNDYED, UNTREATED BUILDING PAPER UNTIL INSPECTION FOR
SUBSTANTIAL COMPLETION.
CLEAN LUXURY VINYL TILE NOT MORE THAN FOUR DAYS PRIOR TO DATE SCHEDULED FOR
INSPECTIONS INTENDED TO ESTABLISH DATE OF SUBSTANTIAL COMPLETION IN EACH AREA OF
PROJECT. CLEAN RESILIENT FLOORING BY METHOD RECOMMENDED BY LUXURY VINYL TILE
MANUFACTURER.
STRIP PROTECTIVE FLOOR POLISH, WHICH WAS APPLIED AFTER COMPLETION OF INSTALLATION,
PRIOR TO CLEANING. REAPPLY FLOOR POLISH AFTER CLEANING.
EXTRA MATERIALS:
FURNISH EXTRA MAINTENANCE MATERIALS TO OWNER. FURNISH EXTRA MATERIALS FROM
SAME MANUFACTURED LOT AS MATERIALS INSTALLED. DELIVER TO OWNER ENCLOSED IN
PROTECTIVE PACKAGING WITH APPROPRIATE IDENTIFYING LABELS.
TILE FLOORING: FURNISH NOT LESS THAN ONE BOX FOR 50 BOXES OR FRACTION THEREOF, FOR
EACH TYPE, COLOR, PATTERN AND SIZE INSTALLED.
RESILIENT ACCESSORIES: FURNISH NOT LESS THAN TEN LINEAR FEET FOR EACH 500 LINEAR
FEET OR FRACTION THEREOF, OF EACH TYPE, SIZE, COLOR AND PATTERN INSTALLED.
END OF SECTION 09650
C.2. CLEAN BASE AND FLOOR IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
C.6. HORIZONTAL SEAMS ARE NOT PERMITTED.
C.7. CORNER SEAMS: MAKE NO SEAMS WITHIN 6 INCHES OF AN INSIDE OR OUTSIDE
CORNER, EXCEPT WHERE A COLOR OR PATTERN CHANGE IS INDICATED. LAP WALL
COVERINGS AT INSIDE CORNER SEAMS TO PREVENT SUBSTRATE SHOW THROUGH.
C.8. FABRICS:
C.8.1. USE FABRIC ROLLS IN CONSECUTIVE NUMERICAL SEQUENCE OF MANUFACTURE.
C.8.2. PLACE FABRIC SECTIONS CONSECUTIVELY IN EXACT ORDER IN WHICH THEY ARE CUT
FROM THE ROLL INCLUDING FILLING ALL SPACESABOVE OR BELOW WINDOWS, DOORS,
RELIGHTS, OR SIMILAR PENETRATIONS.
C.8.3. TRIM PATTERNED FABRICS WHICH ARE NOT FACTORY PRETRIMMED ON A WORK
TABLE WITH A STRAIGHT EDGE AND AN INDUSTRIAL RAZOR BLADE FOR EXACT
PATTERN MATCH.
C.9. INSTALL WALL COVERING SECURE, SMOOTH AND FREE OF WRINKLES, GAPS AND
OVERLAPS.
D. CLEANUP
D.1. REPLACE ALL REMOVED WALL PLATES AND OTHER ACCESSORIES.
D.2. REPAIR TO LIKE-NEW CONDITION, OR REPLACE AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, ALL SURFACES DAMAGED BY WORK OF THIS SECTION.
F.1.1. INTERMEDIATE COAT (OVER SHOP PRIMER): TNEMEC SERIES 69 "EPOXOLINE II".
F.1.2. POLYURETHANE FINISH COATS: SERIES 175 "ENDURA-SHIELD" ACRYLIC POLYURETHANE
ENAMEL; SEMI-EGGSHELL SHEEN.
F.1.3. APPLICATION: EXTERIOR FERROUS AND GALVANIZED METAL SURFACES INCLUDING
HOLLOW STEEL METAL DOORS AND FRAMES AND BOLLARDS.
G. INTERIOR SYSTEMS:
G.1. INTERIOR FERROUS AND GALVANIZED METAL - ACRYLIC
G.1.2. SHEEN: SEMI-GLOSS, UNLESS INDICATED OTHERWISE.
G.2. BACK OF HOUSE: 1 COAT PRIMER, 1 COAT FINISH
A. SECTION INCLUDES:
A.1. PLASTIC SIGNAGE.
A.2. VINYL SIGNAGE.
B. REFERENCES:
B.1. AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) - LATEST
EDITION.
B.2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A117.1, LATEST EDITION.
C. PLASTIC SIGNAGE:
C.1. MATERIALS:
C.1.1. PLASTIC SHEET: 1/8 INCH THICK ACRYLIC SHEET; BLUE; LOW GLOSS FINISH.
C.1.2. ADHESIVE MOUNTING TAPE: 3M "SCOTCH BRAND #665" DOUBLE-STICK,
DOUBLE-COATED TAPE, 1/4" WIDE.
C.1.3. RAISED LETTERING: HELVETICA MEDIUM TYPEFACE; WHITE COLOR; 1 INCH HEIGHT;
1/32 INCH RELIEF; SELF-ADHESIVE.
C.1.4. BRAILLE: ANSI GRADE II, SELF-ADHESIVE; COLOR TO MATCH ACRYLIC SHEET.
C.1.5. PICTOGRAMS: ANSI COMPLIANT; SELF-ADHESIVE.
C.2. DIMENSIONS: 4-1/2 INCHES HIGH, WITH WIDTH DETERMINED BY SPECIFIED TEXT;
MINIMUM 3/4 INCH BORDER UNLESS INDICATED OTHERWISE; 1/2 INCH RADIUS
CORNERS.
C.3. SIGNS:
C.3.1. FOR EACH TOILET ROOM DOOR: "MEN" OR "WOMEN" AS APPROPRIATE; BLUE
WITH WHITE LETTERS; ACCOMPANIED WITH GRADE 2 BRAILLE SYMBOL; OVERALL
SIGN TO BE 2-1/2 INCH HIGH BY LENGTH REQUIRED.
C.3.2. FOR EACH TOILET ROOM DOOR: INTERNATIONAL SYMBOL OF ACCESSIBILITY:
NOMINAL 3 INCHES BY 3 INCHES; STANDARD BLUE AND WHITE.
D. VINYL SIGNS:
D.1. TYPE: PRESSURE SENSITIVE ADHESIVE BACK; MACHINE BLADE CUT; CUSTOM
COLORS AS SCHEDULED.
D.1.1. TEXT: AS SCHEDULED BELOW.
D.1.2. STYLE/SIZE: HELVETICA MEDIUM; 1" HIGH, UNLESS OTHERWISE INDICATED.
D.1.3. SUBMIT SIGN FOR APPROVAL.
D.2. SCHEDULE:
D.2.1. SUITE NUMBERS: 3" HIGH INDIVIDUAL LETTERS; TEXT AND COLOR AS DIRECTED
BY OWNER'S REPRESENTATIVE AND LANDLORD REQUIREMENTS.
D.2.2. AT ENTRY DOORS IN IBC JURISDICTIONS: "THIS DOOR TO REMAIN UNLOCKED
DURING BUSINESS HOURS;" SINGLE SIGN AT EACH ENTRY; SIZE AS REQUIRED;
PROVIDE LETTERS IN COLOR WHICH CONTRAST DISTINCTLY FROM BACKGROUND
(FRAME) COLOR.
D.2.3. AT ENTRY DOORS IN OTHER JURISDICTIONS: WORDING AS INDICATED, OR VERIFY
WITH LOCAL CODE AUTHORITY FOR CORRECT WORDING OF SIGN IF WORDING NOT
INDICATED; PROVIDE LETTERS IN COLOR WHICH CONTRAST DISTINCTLY FROM
BACKGROUND (FRAME) COLOR.
D.2.4. "EMERGENCY EXIT ONLY" ON REAR EXTERIOR DOOR (WHERE APPLIES); BLUE WITH
WHITE LETTERS; MOUNT AT +66" AFF.
E. FABRICATION:
E.1. SIGNS SHALL BE FREE OF ROUGH EDGES, IRREGULAR SURFACES, NON-UNIFORM
FINISHES, AND OTHER DEFECTS.
E.2. PROVIDE PICTOGRAMS WITH ACCURATE COLOR MATCH WITH RAISED LETTERING.
E.3. APPLY ADHESIVE PICTOGRAMS AND RAISED LETTERING CAREFULLY, IN ACCURATE
ALIGNMENT.
F. INSTALLATION OF PLASTIC SIGNAGE:
F.1. CLEAN SURFACES TO RECEIVE SIGNAGE.
F.2. INSTALL SIGNAGE AS REFERENCED IN THE GRAPHICS SCHEDULE AND OTHER ITEMS AS
SPECIFIED BELOW.
F.3. GRAPHICS SHALL BE MOUNTED LEVEL, AND PLUMB.
F.4. APPLY SIGNAGE WITH TOP EDGE LOCATED 60 INCHES ABOVE THE FINISH FLOOR
SURFACE UNLESS INDICATED OTHERWISE. USE SPECIFIED ADHESIVE MOUNTING TAPE;
THE TAPE SHALL NOT BE VISIBLE IN THE INSTALLED POSITION.
G. INSTALLATION OF VINYL SIGNS:
G.1. ADHERE BY REMOVING PROTECTIVE BACKING SHEET AND PRESSING FIRMLY TO
SURFACE, FOLLOWING ACCURATE SPACING.
G.2. REMOVE ALL RESIDUE AROUND LETTERS, WIPE CLEAN.
H. CLEANUP:
H.1. TAKE PRECAUTIONS TO ASSURE ADJACENT SURFACES REMAIN FREE FROM DUST, AND
ADHESIVE.
H.2. IMMEDIATELY CLEAN SURFACES THAT BECOME SOILED DURING INSTALLATION OF THE
LETTERS.
H.3. UPON INSTALLATION, CLEAN THE LETTERS AND PIN MOUNTS OF DUST WITH A DAMP
CLOTH, TAKING CARE NOT TO DAMAGE UNDERLYING SURFACES.
H.4. LEAVE THE INSTALLATION CLEAN, AND COMPLETELY FREE OF FOREIGN MATERIAL
THAT WOULD DETRACT FROM VISUAL APPEARANCE OF THE LETTERS.
A. DELIVERY, STORAGE AND HANDLING
A.1. DO NOT DELIVER ACCESSORIES TO SITE UNTIL ROOMS IN WHICH THEY ARE TO BE
INSTALLED ARE READY TO RECEIVE THEM.
A.2. PACK ACCESSORIES INDIVIDUALLY IN A MANNER TO PROTECT ACCESSORY AND ITS
FINISH.
B. GENERAL:
B.1. PROVIDE ACCESSORIES AS MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT
COMPANY UNLESS OTHERWISE INDICATED, IN QUANTITIES INDICATED ON THE
DRAWINGS.
B.2. ALL PRODUCTS SHALL BE SATIN STAINLESS STEEL, UNLESS OTHERWISE INDICATED.
C. PRODUCTS IN RESTROOMS: (REFER TO SHEET A7.0, NO SUBSTITUTIONS ALLOWED)
D. PREPARATION:
D.1. DELIVER INSERTS AND ROUGH-IN FRAMES TO JOB SITE AT APPROPRIATE TIME FOR
BUILDING-IN.
D.2. FURNISH TEMPLATES AND ROUGH-IN MEASUREMENTS AS REQUIRED.
D.3. BEFORE STARTING WORK NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF CONFLICTS
DETRIMENTAL TO INSTALLATION OR OPERATION OF UNITS.
D.4. PROTECT ADJACENT OR ADJOINING FINISHED SURFACES FROM DAMAGE DURING
INSTALLATION OF WORK OF THIS SECTION.
D.5. VERIFY EXACT LOCATION OF ACCESSORIES.
E. INSTALLATION:
E.1. INSTALL FIXTURES, ACCESSORIES AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
E.2. INSTALL TRUE, PLUMB, AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO
SUBSTRATE.
E.3. USE TAMPER-PROOF FASTENERS.
A. CORNER GUARDS:
A.1. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATION
A.2. PAWLING CORNER GUARD; FURNISH WITH PREDRILLED COUNTERSUNK MOUNTING
HOLES AND CHROME PLATED OVAL HEAD MOUNTING SCREWS.
B. FIRE EXTINGUISHER DRY CHEMICAL TYPE - ABC MULTIPURPOSE TYPE:
B.1. TYPE: STANDARD FIRE-WEST MODEL ABC-5, POTTER-ROEMER MODEL NO. 3005,
LARSEN'S MANUFACTURING COMPANY MODEL MP5, J.L. INDUSTRIES COSMIC 5E, OR
APPROVED.
B.2. 5 LB. CAPACITY, UL RATED 2A-10B:C, APPROXIMATELY 4-1/2 INCH DIAMETER X 14
INCHES HIGH, BAKED ENAMEL STEEL SHELL.
B.3. AGENT: AMMONIUM PHOSPHATE BASE.
B.4. LOCATION: REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF SURFACE
MOUNTED FIRE EXTINGUISHERS
G.1.1. SYSTEM: SYSTEM: THREE COATS; FIRST COAT ACRYLIC DTM PRIMER; SECOND
AND THIRD COATS LATEX FINISH. THE PRIMER MAY BE OMITTED AT
FACTORY-PRIMED SURFACES, EXCEPT AS NECESSARY TO RECOAT DAMAGED OR
ABRADED PREPRIMED SURFACES.
G.1.3. APPLICATION: INTERIOR FERROUS METAL SURFACES INCLUDING HOLLOW STEEL
METAL DOORS, ACCESS DOORS AND PANELS, AND FIRE EXTINGUISHER CABINETS.
G.1.4. GYPSUM BOARD: 2 COATS PRIMER, 2 COATS OF LATEX PAINT. INTERIOR
GYPSUM BOARD SURFACES, UNLESS NOTED OTHERWISE.
A. SUMMARY: FIELD APPLIED PAINT COATINGS.
B. QUALITY ASSURANCE:
B.1. PAINT COATINGS SHALL BE FREE OF DUST, DIRT, FLOW LINES, STREAKS, SAGS, BLISTERS,
PINHOLES, RUNS, OR OTHER SURFACE IMPERFECTIONS.
B.2. IN ADDITION TO THE COATS SPECIFIED, PROVIDE ADDITIONAL COATS AS REQUIRED TO OBTAIN
ADEQUATE HIDE.
C. PAINTS: "FIRST QUALITY" COMMERCIAL GRADE PRODUCTS FROM BENJAMIN MOORE PAINT
COMPANY, NO EXCEPTIONS.
D. SURFACE PREPARATION: ALL SURFACES SHALL BE CLEAN, DRY AND FREE OF FOREIGN MATERIAL,
AND SURFACES MADE SMOOTH, PRIOR TO THE APPLICATION OF PAINT.
E. SPECIAL APPLICATION REQUIREMENTS; INTERIOR GYPSUM WALL BOARD: ROLLER APPLICATION
OR SPRAY APPLICATION FOLLOWED BY BACK ROLLING
F. EXTERIOR SYSTEMS:
F.1. PREPRIMED EXTERIOR FERROUS METALS:
(CONTINUED ON NEXT PAGE)B. RETRACTABLE CROWD CONTROL BELTS
SUPPLIER: CROWDCONTROLSTORE.COM, 1-800-470-3118
(2) TENSABARRIER 897
(NOT USED)
(NOT USED)
(NOT USED)
(NOT USED)
(SEE MECHANICAL SHEETS)
(SEE ELECTRICAL SHEETS)
WALL MOUNT RETRACTABLE BELT BARRIER
BLACK BODY, BLACK CAPS
30 FEET BELT LENGTH
WALL ATTACHMENT STANDARD
BELT DESIGN GRAY
BELT END STANDARD
RENEWAL
DATE
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6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
SPECIFICATIONS
G504
DIVISION 10:SPECIALTIES
SECTION 10400 SIGNAGE
SECTION 10810 TOILET ACCESSORIES
SECTION 10999 MISCELLANEOUSSECTION 09900 PAINTING
DIVISION 11 - EQUIPMENT
DIVISION 12 - FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 15 - MECHANICAL
DIVISION 16 - ELECTRICAL
G. INTERIOR SYSTEMS:
G.1. INTERIOR FERROUS AND GALVANIZED METAL - ACRYLIC
G.1.2. SHEEN: SEMI-GLOSS, UNLESS INDICATED OTHERWISE.
G.2. BACK OF HOUSE: 1 COAT PRIMER, 1 COAT FINISH
A. SECTION INCLUDES:
A.1. PLASTIC SIGNAGE.
A.2. VINYL SIGNAGE.
B. REFERENCES:
B.1. AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) - LATEST
EDITION.
B.2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A117.1, LATEST EDITION.
C. PLASTIC SIGNAGE:
C.1. MATERIALS:
C.1.1. PLASTIC SHEET: 1/8 INCH THICK ACRYLIC SHEET; BLUE; LOW GLOSS FINISH.
C.1.2. ADHESIVE MOUNTING TAPE: 3M "SCOTCH BRAND #665" DOUBLE-STICK,
DOUBLE-COATED TAPE, 1/4" WIDE.
C.1.3. RAISED LETTERING: HELVETICA MEDIUM TYPEFACE; WHITE COLOR; 1 INCH HEIGHT;
1/32 INCH RELIEF; SELF-ADHESIVE.
C.1.4. BRAILLE: ANSI GRADE II, SELF-ADHESIVE; COLOR TO MATCH ACRYLIC SHEET.
C.1.5. PICTOGRAMS: ANSI COMPLIANT; SELF-ADHESIVE.
C.2. DIMENSIONS: 4-1/2 INCHES HIGH, WITH WIDTH DETERMINED BY SPECIFIED TEXT;
MINIMUM 3/4 INCH BORDER UNLESS INDICATED OTHERWISE; 1/2 INCH RADIUS
CORNERS.
C.3. SIGNS:
C.3.1. FOR EACH TOILET ROOM DOOR: "MEN" OR "WOMEN" AS APPROPRIATE; BLUE
WITH WHITE LETTERS; ACCOMPANIED WITH GRADE 2 BRAILLE SYMBOL; OVERALL
SIGN TO BE 2-1/2 INCH HIGH BY LENGTH REQUIRED.
C.3.2. FOR EACH TOILET ROOM DOOR: INTERNATIONAL SYMBOL OF ACCESSIBILITY:
NOMINAL 3 INCHES BY 3 INCHES; STANDARD BLUE AND WHITE.
D. VINYL SIGNS:
D.1. TYPE: PRESSURE SENSITIVE ADHESIVE BACK; MACHINE BLADE CUT; CUSTOM
COLORS AS SCHEDULED.
D.1.1. TEXT: AS SCHEDULED BELOW.
D.1.2. STYLE/SIZE: HELVETICA MEDIUM; 1" HIGH, UNLESS OTHERWISE INDICATED.
D.1.3. SUBMIT SIGN FOR APPROVAL.
D.2. SCHEDULE:
D.2.1. SUITE NUMBERS: 3" HIGH INDIVIDUAL LETTERS; TEXT AND COLOR AS DIRECTED
BY OWNER'S REPRESENTATIVE AND LANDLORD REQUIREMENTS.
D.2.2. AT ENTRY DOORS IN IBC JURISDICTIONS: "THIS DOOR TO REMAIN UNLOCKED
DURING BUSINESS HOURS;" SINGLE SIGN AT EACH ENTRY; SIZE AS REQUIRED;
PROVIDE LETTERS IN COLOR WHICH CONTRAST DISTINCTLY FROM BACKGROUND
(FRAME) COLOR.
D.2.3. AT ENTRY DOORS IN OTHER JURISDICTIONS: WORDING AS INDICATED, OR VERIFY
WITH LOCAL CODE AUTHORITY FOR CORRECT WORDING OF SIGN IF WORDING NOT
INDICATED; PROVIDE LETTERS IN COLOR WHICH CONTRAST DISTINCTLY FROM
BACKGROUND (FRAME) COLOR.
D.2.4. "EMERGENCY EXIT ONLY" ON REAR EXTERIOR DOOR (WHERE APPLIES); BLUE WITH
WHITE LETTERS; MOUNT AT +66" AFF.
E. FABRICATION:
E.1. SIGNS SHALL BE FREE OF ROUGH EDGES, IRREGULAR SURFACES, NON-UNIFORM
FINISHES, AND OTHER DEFECTS.
E.2. PROVIDE PICTOGRAMS WITH ACCURATE COLOR MATCH WITH RAISED LETTERING.
E.3. APPLY ADHESIVE PICTOGRAMS AND RAISED LETTERING CAREFULLY, IN ACCURATE
ALIGNMENT.
F. INSTALLATION OF PLASTIC SIGNAGE:
F.1. CLEAN SURFACES TO RECEIVE SIGNAGE.
F.2. INSTALL SIGNAGE AS REFERENCED IN THE GRAPHICS SCHEDULE AND OTHER ITEMS AS
SPECIFIED BELOW.
F.3. GRAPHICS SHALL BE MOUNTED LEVEL, AND PLUMB.
F.4. APPLY SIGNAGE WITH TOP EDGE LOCATED 60 INCHES ABOVE THE FINISH FLOOR
SURFACE UNLESS INDICATED OTHERWISE. USE SPECIFIED ADHESIVE MOUNTING TAPE;
THE TAPE SHALL NOT BE VISIBLE IN THE INSTALLED POSITION.
G. INSTALLATION OF VINYL SIGNS:
G.1. ADHERE BY REMOVING PROTECTIVE BACKING SHEET AND PRESSING FIRMLY TO
SURFACE, FOLLOWING ACCURATE SPACING.
G.2. REMOVE ALL RESIDUE AROUND LETTERS, WIPE CLEAN.
H. CLEANUP:
H.1. TAKE PRECAUTIONS TO ASSURE ADJACENT SURFACES REMAIN FREE FROM DUST, AND
ADHESIVE.
H.2. IMMEDIATELY CLEAN SURFACES THAT BECOME SOILED DURING INSTALLATION OF THE
LETTERS.
H.3. UPON INSTALLATION, CLEAN THE LETTERS AND PIN MOUNTS OF DUST WITH A DAMP
CLOTH, TAKING CARE NOT TO DAMAGE UNDERLYING SURFACES.
H.4. LEAVE THE INSTALLATION CLEAN, AND COMPLETELY FREE OF FOREIGN MATERIAL
THAT WOULD DETRACT FROM VISUAL APPEARANCE OF THE LETTERS.
A. DELIVERY, STORAGE AND HANDLING
A.1. DO NOT DELIVER ACCESSORIES TO SITE UNTIL ROOMS IN WHICH THEY ARE TO BE
INSTALLED ARE READY TO RECEIVE THEM.
A.2. PACK ACCESSORIES INDIVIDUALLY IN A MANNER TO PROTECT ACCESSORY AND ITS
FINISH.
B. GENERAL:
B.1. PROVIDE ACCESSORIES AS MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT
COMPANY UNLESS OTHERWISE INDICATED, IN QUANTITIES INDICATED ON THE
DRAWINGS.
B.2. ALL PRODUCTS SHALL BE SATIN STAINLESS STEEL, UNLESS OTHERWISE INDICATED.
C. PRODUCTS IN RESTROOMS: (REFER TO SHEET A7.0, NO SUBSTITUTIONS ALLOWED)
D. PREPARATION:
D.1. DELIVER INSERTS AND ROUGH-IN FRAMES TO JOB SITE AT APPROPRIATE TIME FOR
BUILDING-IN.
D.2. FURNISH TEMPLATES AND ROUGH-IN MEASUREMENTS AS REQUIRED.
D.3. BEFORE STARTING WORK NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF CONFLICTS
DETRIMENTAL TO INSTALLATION OR OPERATION OF UNITS.
D.4. PROTECT ADJACENT OR ADJOINING FINISHED SURFACES FROM DAMAGE DURING
INSTALLATION OF WORK OF THIS SECTION.
D.5. VERIFY EXACT LOCATION OF ACCESSORIES.
E. INSTALLATION:
E.1. INSTALL FIXTURES, ACCESSORIES AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
E.2. INSTALL TRUE, PLUMB, AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO
SUBSTRATE.
E.3. USE TAMPER-PROOF FASTENERS.
A. CORNER GUARDS:
A.1. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATION
A.2. PAWLING CORNER GUARD; FURNISH WITH PREDRILLED COUNTERSUNK MOUNTING
HOLES AND CHROME PLATED OVAL HEAD MOUNTING SCREWS.
B. FIRE EXTINGUISHER DRY CHEMICAL TYPE - ABC MULTIPURPOSE TYPE:
B.1. TYPE: STANDARD FIRE-WEST MODEL ABC-5, POTTER-ROEMER MODEL NO. 3005,
LARSEN'S MANUFACTURING COMPANY MODEL MP5, J.L. INDUSTRIES COSMIC 5E, OR
APPROVED.
B.2. 5 LB. CAPACITY, UL RATED 2A-10B:C, APPROXIMATELY 4-1/2 INCH DIAMETER X 14
INCHES HIGH, BAKED ENAMEL STEEL SHELL.
B.3. AGENT: AMMONIUM PHOSPHATE BASE.
B.4. LOCATION: REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF SURFACE
MOUNTED FIRE EXTINGUISHERS
G.1.1. SYSTEM: SYSTEM: THREE COATS; FIRST COAT ACRYLIC DTM PRIMER; SECOND
AND THIRD COATS LATEX FINISH. THE PRIMER MAY BE OMITTED AT
FACTORY-PRIMED SURFACES, EXCEPT AS NECESSARY TO RECOAT DAMAGED OR
ABRADED PREPRIMED SURFACES.
F.1.1. INTERMEDIATE COAT (OVER SHOP PRIMER): TNEMEC SERIES 69 "EPOXOLINE II".
F.1.2. POLYURETHANE FINISH COATS: SERIES 175 "ENDURA-SHIELD" ACRYLIC POLYURETHANE
ENAMEL; SEMI-EGGSHELL SHEEN.
F.1.3. APPLICATION: EXTERIOR FERROUS AND GALVANIZED METAL SURFACES INCLUDING
HOLLOW STEEL METAL DOORS AND FRAMES AND BOLLARDS.
G.1.3. APPLICATION: INTERIOR FERROUS METAL SURFACES INCLUDING HOLLOW STEEL
METAL DOORS, ACCESS DOORS AND PANELS, AND FIRE EXTINGUISHER CABINETS.
G.1.4. GYPSUM BOARD: 2 COATS PRIMER, 2 COATS OF LATEX PAINT. INTERIOR
GYPSUM BOARD SURFACES, UNLESS NOTED OTHERWISE.
A. SUMMARY: FIELD APPLIED PAINT COATINGS.
B. QUALITY ASSURANCE:
B.1. PAINT COATINGS SHALL BE FREE OF DUST, DIRT, FLOW LINES, STREAKS, SAGS, BLISTERS,
PINHOLES, RUNS, OR OTHER SURFACE IMPERFECTIONS.
B.2. IN ADDITION TO THE COATS SPECIFIED, PROVIDE ADDITIONAL COATS AS REQUIRED TO OBTAIN
ADEQUATE HIDE.
C. PAINTS: "FIRST QUALITY" COMMERCIAL GRADE PRODUCTS FROM BENJAMIN MOORE PAINT
COMPANY, NO EXCEPTIONS.
D. SURFACE PREPARATION: ALL SURFACES SHALL BE CLEAN, DRY AND FREE OF FOREIGN MATERIAL,
AND SURFACES MADE SMOOTH, PRIOR TO THE APPLICATION OF PAINT.
E. SPECIAL APPLICATION REQUIREMENTS; INTERIOR GYPSUM WALL BOARD: ROLLER APPLICATION
OR SPRAY APPLICATION FOLLOWED BY BACK ROLLING
F. EXTERIOR SYSTEMS:
F.1. PREPRIMED EXTERIOR FERROUS METALS:
(CONTINUED ON NEXT PAGE)B. RETRACTABLE CROWD CONTROL BELTS
SUPPLIER: CROWDCONTROLSTORE.COM, 1-800-470-3118
(2) TENSABARRIER 897
(NOT USED)
(NOT USED)
(NOT USED)
(NOT USED)
(SEE MECHANICAL SHEETS)
(SEE ELECTRICAL SHEETS)
WALL MOUNT RETRACTABLE BELT BARRIER
BLACK BODY, BLACK CAPS
30 FEET BELT LENGTH
WALL ATTACHMENT STANDARD
BELT DESIGN GRAY
BELT END STANDARD
RENEWAL
DATE
RCHIT
EC
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DESNECIL
A
ALI F ORNIA
FOET
A
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S
C
JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
SPECIFICATIONS
G505
A405
3
A4051
UNIT B
3,770 S.F.
(E) UNIT C
N.I.C.
3,860 S.F.
BUSINESS
(E) UNIT A
N.I.C.
1,834 S.F.
BUSINESS
PROJECT AREA
A R C A D I A A V E
S
B
A
L
D
W
I
N
A
V
E
E32.08 E32.09E32.07
E32.12
E32.12
E32.12
E32.08
E32.08
22.38
E32.13
E32.13
E32.07
E32.15
E32.15
E32.01
E4.09
E4.09
E32.09
E32.10
32.10
E32.11
A405 2
3.08
E2.02
E26.02E26.02
E32.07
E32.13
5' - 0"
E32.15
(E) 18' - 0"
(E
)
9
'
-
0
"
(E
)
8
'
-
7
"
(E
)
9'
-
0
"
UP
18' - 7"
5' - 0"
(E) 9' - 0"
(E
)
1
8
'
-
0
"
ROOF ACCESS
LADDER
OCCUPANCY: B
OCCUPANCY: B
30' - 0"
CENT ER LINE OF ST RE ET
CE
N
T
E
R
L
I
N
E
O
F
S
T
R
E
E
T
50' - 0"
PROPERTY
LINE
PROPERTY
LINE
PROPERTY
LINE
PROPERTY
LINE
PROPERTY
LINE
74' - 3"
29' - 11"
11' - 11 1/2"
52' - 6"
8' - 9 1/2"
74' - 4 1/2"
2% MAX
2% MAX
5' - 0"
5'
-
0
"
6'
-
0
"
5' - 0"
3.05
3.05
3.05
10.74
10.74
10.74
E21.01
E22.31
E26.26
SITE ACCESSIBILITY NOTES:
1. DISABLED ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREE
ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF
BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4"
MAX IN HEIGHT ALONG AND ADJACENT TO THE ACCESSIBLE ROUTE OF TRAVEL, AND
AT LEAST 48" IN WIDTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE
DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED.
2. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING
OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4"
PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80".
3. ACCESSIBLE ROUTE SURFACE MUST BE SLIP-RESISTANT, STABLE, AND FIRM. ON
SURFACES WITH SLOPES UP TO 6%, PROVIDE EQUIVALENT OF MEDIUM SALTED
FINISH. ON SURFACES WITH SLOPES EQUAL TO OR GREATER THAN 6%, PROVIDE
SLIP-RESISTANT FINISH.
BUILDING DEPAMENT NOTE:
GRADING PERMIT MAY BE / IS REQUIRED. PLANS AND PERMIT FOR GRADING MAY BE
PROCESSED AND ISSUED SEPARATELY FROM AND PRIOR TO THIS BUILDING PERMIT.
ADA IS A FEDERAL LAW. CITY OF ARCADIA CAN NOT APPROVE PLANS FOR FEDERAL LAW,
CITY APPROVES PLANS AND REVIEWS PLANS FOR 2022 CBC CHAPTER 11-B (DISABLED
ACCESS REGULATIONS).
NONE SCAPE OF WORK AREA. EXISTING TO REMAIN
SITE PLAN LEGEND
DISABLED ACCESSIBLE PATH OF TRAVEL
1. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE
STEEPER THAN 1:20 (5%) (CBC 11B-403.3)
2. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE
STEEPER THAN 1:48 (2%) (CBC 11B-403.3)
3. THE CLEAR WIDTH SHALL BE 48 INCHES MINIMUM (CBC 11B-403.5.1
EXCEPTION 3 AND 11B-405.5)
4. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND
SLIP RESISTANTAND SHALL COMPLY WITH SECTION 11B-302.
N
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
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S
C
JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
SITE PLAN
.AS1013/32" = 1'-0"1SITE PLAN
KEY NOTE
# DESCRIPTION
3.05 PROVIDE 2% MAX DOOR LANDING AT THE EXISTING SIDE WALK
3.08 EXTERIOR STONE PAVERS
10.74 PROVIDE ENTRY DOOR ADA SIGN AT ENTRY DOOR. SEE DETAIL 10/G404
22.38 GREASE INTERCEPTOR SERVICE PORT, RECESSED INTO THE GROUND.
SEE PLUMBING DWG
32.10 TRUNCATED DOME
E2.02 (E) STORM DRAIN
E4.09 (E) CMU SITE WALL
E21.01 (E) FIRE SPRINKLER RISER
E22.31 (E) GAS METER, SEE PLUMBING DWG
E26.02 (E) TRANSFORMER
E26.26 (E) ELETRICAL CLOSET,SWITCH GEAR.
E32.01 (E) ASPHALT PAVING
E32.07 (E) LANDSCAPE AREA
E32.08 (E) ACCESSIBLE PARKING SPACE
E32.09 (E) PARKING
E32.10 (E) TRUNCATED DOME
E32.11 (E) CONCRETE WALKWAY
E32.12 (E) CONCRETE RAMP
E32.13 (E) CONCRETE SIDE WALK
E32.15 (E) DRIVEWAY
GENERAL NOTES
(E
)
T
R
A
S
H
EN
C
L
O
S
U
R
E
A
B
C
D
D9.11 D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11 D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.11
D9.10
D9.10
D9.10
D9.10
D9.10
ADJACENT TENANT
EX
T
E
R
I
O
R
EXTERIOR
ADJACENT
TENANT
D23.10
D23.10
E21.02
E21.02
D26.25
D26.25
E50.65
E50.65E50.65
312
32
'
-
6
1
/
2
"
A
B
C
D
D6.13
D22.00
D22.00
D22.00
D22.00
D22.00
D22.00
D22.00
E5.01
D8.07
D8.07
D8.07
MO
T
I
F
Y
MO
T
I
F
Y
MO
T
I
F
Y
9'
-
9
1
/
2
"
D6.13
D22.00
D6.13
D6.13
D22.00
D6.13
D22.00
D6.13
D22.00
8.07
8.07
8.07
8.07
8.07
E8.07
8.07
8.05
D6.13
D50.11
D50.11
D50.11
D50.11
D50.11
D50.12
D50.12
D50.12
D50.12
D22.13
50.63 D26.04
D22.08
D50.13 FOR FUTURE DOORDEMO OPENING
8.07
ADJACENT TENANT
EX
T
E
R
I
O
R
EXTERIOR
ADJACENT
TENANT
D5.01
E5.01
312
(E)WALL TO REMAIN
(E)ONE-HOUR WALL
DEMO WALL
DEMO FIXTURE
DEMO ACT CEILING
RENEWAL
DATE
RCHIT
EC
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DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
DEMOLITION
PLANS
.AD101
1/4" = 1'-0"2DEMOLITION RCP
1/4" = 1'-0"1DEMOLITION FLOOR PLAN
# DESCRIPTION
8.05 DOOR
8.07 STOREFRONT GLAZING
50.63 INFILL OPENING TO MATCH EXISTING, PLASTER TEXTURE AND COLOR
D5.01 (E) COLUMN TO BE MODIFIED, SEE STRUCTURAL DWG
D6.13 (E) CASEWORK TO BE REMOVED THROUGHOUT THE SPACE.
D8.07 MODIFY (E) STOREFRONT GLAZING FOR NEW WORK
D9.10 (E) SUSPENDED ACOUSTICAL CEILING TO BE REMOVED
D9.11 (E) GYPSUM BOARD CEILING TO BE REMOVED
D22.00 (E) PLUMBING FIXTURE TO BE REMOVED AND CAP ANY ABANDONED
SERVICE/SANITARY LINES.
D22.08 CAREFULLY REMOVE EXISTING WATER HEATER, WATER SOFTER AND
FILTER AND RETURN TO THE LANDLORD FOR FUTURE REUSE.
D22.13 (E) WASHER AND DRYER'S WATER AND DRAIN PIPES TO BE REMOVED AND
CAP ANY ABANDONED SERVICE/SANITARY LINES.
D23.10 (E) RETURN AIR GRILL AND DUCT TO BE REMOVED THROGHTOUT.
D26.04 (E) ELECTRICAL PANEL TO BE REMOVED
D26.25 (E) LIGHTING FIXTURE AND WIRE TO BE REMOVED THROGHOUT
D50.11 (E) INTERIOR PARTITION TO BE REMOVED. SHOWN HIDDEN LINE.
D50.12 (E) INTERIOR WALL FINISHES AND FLOOR FINISHES TO BE REMOVED
THROUGHOUT.
D50.13 REMOVE THE WALL OPENING FOR FUTURE DOOR. REFER TO FLOOR PLAN
FOR MORE INFORMATION.
E5.01 (E) STEEL COLUMN, SEE STRUCTURAL DWG
E8.07 (E) STOREFRONT GLAZING
E21.02 (E) FIRE SPRINKLER HEAD, MODIFY AS NEEDED FOR NEW WORK
E50.65 EXISTING WALL TO REMAIN.
KEY NOTE
GENERAL NOTES
1 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXIST. FIELD
CONDITIONS SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND / OR
DEMOLITION WORK WHICH MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE
CONTRACT DOCUMENTS. THE SCOPE OF WORK DESCRIBED IN THE CONTRACT
DOCUMENTS ANTICIPATES THE DEMOLITION OF EXIST. CONSTRUCTION IN PART OR ITS
ENTIRETY, AND THE DEMOLITION, RELOCATION AND POWERING OF CERTAIN
CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER
TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANT'S SPACE. IT IS THE
INTENT THAT EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY
THE SPECIFIC TRADE INVOLVED IN THE INITIAL INSTALLATION, THAT IS - CARPENTRY
WORK BY THE CARPENTRY TRADE, MECHANICAL AND ELECTRICAL WORK BY THE
MECHANICAL AND ELECTRICAL TRADES RESPECTIVELY, AND SO ON. THEREFORE, EACH
CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED
WORK AND MAKE ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL DEMOLITION
AND/OR DEMOLITION WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS
INTENDED BY THE CONTRACT DOCUMENTS.
2 IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE
DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE
LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE
PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND
UNDER LEASE OBLIGATION.
3 GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT
DOCUMENTS AND REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND
BUILDING SITE.
4 DEMOLITION WORK WILL REQUIRE APPROVAL FROM THE LOCAL BUILDING
DEPARTMENT, AND ALL INSURANCE PAPERS AS REQUIRED BY THE LANDLORD OF THE
BUILDING TO BE SUBMITTED WITH THE REQUIRED LIMITS OF LIABILITY AND INDICATION
OF INSURED PRIOR TO STARTING WORK.
5 ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE
PUBLIC AND ALL REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
6 ALL WORK TO BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS.
7 ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR
PERIOD OR PLACED IN PRE-APPROVED DUMPSTER LOCATIONS; THIS CONTRACTOR TO
RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD
REPRESENTATIVE.
8 ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED
DUMPING SITE. ANY HAZARDOUS MATERIALS DEMOLITION OR DEBRIS DUMPING TO BE
COMPLETED BY THIS CONTRACTOR, PER PROPER APPROVALS.
9 GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL
UTILITY COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO
ASCERTAIN BUILDING AND UTILITY COMPANY LINES ABOVE, WITHIN, OR BELOW
PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH LINES, CAUSING
EXPLOSIONS, ETC.
10 GENERAL CONTRACTOR IS RESPONSIBLE FOR THE BREAKOUT AND DEMOLITION OF
CONCRETE SLAB AT ALL AREAS WHERE UNDER SLAB MECHANICAL, PLUMBING AND
ELECTRICAL WORK OCCURS. REVIEW AND COORDINATE EXACT LOCATIONS AND SIZES
WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. NOTE: DO NOT CUT
SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD
11 ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND
REGULATIONS".
12 DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT THE
"QUIET ENJOYMENT" OF ALL ADJACENT TENANTS OR THE BUILDING COMPLEX IS
ADHERED TO AND THE OPERATION OF ADJACENT TENANTS OR THE BUILDING IS NOT
HAMPERED IN ANY WAY.
13 PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO ACTUAL
DEMOLITION.
14 ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR
ADJACENT TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON "OFF
HOURS".
15 ALL ELECTRICAL DEMOLITION TO BE COMPLETED BY A BONDED LICENSED
ELECTRICIAN. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL
EXIST. ELECTRICAL DEVICES, CONDUIT AND WIRING WORK AS CALLED OUT IN THE
CONTRACT DOCUMENTS AND AS NECESSARY WHETHER SUCH ITEMS ARE INDICATED IN
THE CONTRACT DOCUMENTS OR NOT,IN ORDER TO ACCOMPLISH THE INSTALLATION OF
THE SPECIFIED NEW WORK EQUIPMENT. MATERIAL AND DEVICES REMOVED SHALL
BECOME THE PROPERTY OF CONTRACTOR (IF APPROVED BY THE TENANT). SUCH ITEMS
MAY ONLY BE REUSED IF SPECIFICALLY DESIGNATED IN THE CONTRACT DOCUMENTS.
CONDUIT, WIRE AND OUTLET BOXES REMOVED SHALL BE SCRAPPED BY THE
ELECTRICAL CONTRACTOR. WHERE WALLS AND CEILING ARE TO BE REMOVED, THE
CONDUIT IS TO BE CUT OFF BY THE ELECTRICAL CONTRACTOR SO THAT THE
ABANDONED CONDUIT IN THESE WALLS AND CEILINGS MAY BE REMOVED WITH THE
WALLS AND CEILINGS BY THE DEMOLITION CONTRACTOR. ALL DEAD END CONDUIT
RUNS SHALL BE PLUGGED AT THE REMAINING LINE OUTLET BOXES OR AT THE PANELS,
IF NOT COMPLETELY REMOVED.
16 ALL PLUMBING DEMOLITION TO BE COMPLETED BY A BONDED LICENSED PLUMBER.
PLUMBING SUBCONTRACTOR TO VISIT SITE PRIOR TO BIDDING ON DEMOLITION, LOCATE
ALL SUPPLY, WASTE AND VENT PIPING TO BE REMOVED, LABEL ALL SUPPLY, WASTE
AND VENT PIPING TO REMAIN, COORDINATE WITH LANDLORD AS TO ALL CONCRETE
CUTTING OF SLABS WHICH WILL BE COMPLETED BY LANDLORD'S G.C., CAP BELOW SLAB
LINES AS REQUIRED, BRING UP TO SLAB LINES ALL PIPES THAT ARE TO BE CREATED
FOR CODE REQUIRED CLEAN-OUTS AND FOR ALL NEW CLEAN-OUTS. COORDINATE WITH
GENERAL CONTRACTOR AND
17 DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN
CASE OF FIRE OR HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK
JEOPARDIZES A MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES
18 REMOVE EXIST. GYPSUM BOARD AND ACOUSTICAL TILE CEILINGS.
19 ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE
BUILDING.
20 ALL PARTITIONING AND FINISHES TO BE REMOVED, UNLESS NOTED OTHERWISE, EXIST.
FURRED WALLS AROUND PERIMETER TO BE REMOVED AS NOTED.
21 ALL SPRINKLER LINES, MAINS, BRANCHES, AND HEADS TO REMAIN OR TO BE MODIFIED,
RAISED, REPOSITIONED BY THE GENERAL CONTRACTOR'S SPRINKLER CONTRACTOR,
OR LANDLORDS DESIGNATED SPRINKLER CONTRACTOR (GENERAL CONTRACTOR TO
VERIFY PRIOR TO BID)
22 REMOVE PLUMBING FIXTURES SHOWN TO BE REMOVED AND ALL THEIR ASSOCIATED
PIPES. REPAIR ALL PENETRATIONS THROUGH WALLS, ROOF AND FLOOR TO ACHIEVE A
LEVELED SMOOTH FINISH WITH ADJACENT MATERIALS.
23 ALL ELECTRICAL WIRING AND FIXTURES TO BE REMOVED AND THE MAIN ELECTRICAL
SERVICE TO BE EXTENDED AND RELOCATED BY THE GENERAL CONTRACTOR
INCLUDING SERVICE CONDUIT AND WIRE, WITH ALL NEW TRANSFORMER(S),
DISCONNECTS(S), TROUGHS, PANELS, ETC. TO MAKE UP TENANT'S NEW ELECTRICAL
DISTRIBUTION AREA, AS INDICATED ON THE CONTRACT DOCUMENTS
24 REUSE EXIST. ROOF SUPPORTS AND OPENINGS TO THE FULLEST EXTENT POSSIBLE
AND PATCH AND REPAIR AS REQUIRED, AND AS INDICATED ON MECHANICAL DRAWINGS.
25 ALL EXIST. UTILITIES WITHIN LEASE LINES TO BE RAISED AND MODIFIED AS REQUIRED,
INCLUDING SPRINKLER MAIN, TO ALLOW FOR TENANT'S DESIGN ELEMENTS.
LEGEND
FOR FLOOR DRAIN & FLOOR SINK
LOCATION. REFER TO SHEET A101
& P03. REFER TO 2/AD102 FOR
SLAB INFILL DETAIL
FOR FLOOR OUTLET LOCATION.
REFER TO SHEET E1.0
NOTE:
NO SHEAR OR BEARING WALLS
ARE REMOVED.
NOTE:
REBAR CAN BE INSTALLED AT AN
ANGLE & BENT ONCE IN
FIELD
(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.
PROVIDE 15 MILL
VAPOR BARRIOR AT
TRENCH
A
B
C
D
E70.10
E70.10
E70.10
E70.10
E70.11
7.36
7.36
7.36
7.367.36
7.36
7.36
312
1/4" = 1'-0"1DEMOLITION ROOF PLAN
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
DEMOLITION
PLANS
.AD102
# DESCRIPTION
7.36 FUTURE RTU AND VENT ROOF OPENING.REFER TO ROOF PLAN,
MECHANICAL AND PLUMBING DRAWING FOR MORE INFORMATION.
E70.10 (E) MECH EQUIPMENT, REPAIR AS NEEDED. GC TO VERIFY IN FIELD
E70.11 (E) EXISTING ROOF TO REMAIN
KEY NOTE
GENERAL NOTES
1" = 1'-0"2SLAB INFILL DETAIL
WH
ROOM FINISH NOTES:
1. REFER TO CEILING PLAN FOR CEILING HEIGHT VARIATIONS & SOFFIT DETAILS.
2. PROVIDE WONDERBOARD OVER PLYWOOD AS NEEDED FOR CERAMIC TILE.
3. EXPOSED CONCRETE TO RECEIVE HARDENER & CLEAR SEALER. (SEALER TO BE APPROVED BY LOCAL HEALTH DEPT.)
4. ACOUSTICAL PANELS TO HAVE FACTORY FINISH WASHABLE SURFACE. APPROVED BY LOCAL HEALTH DEPARTMENT.
5. GYP. BOARD AT WALLS TO BE MOISTURE RESISTANT.
6. CIRCULATION PATHS OF THE MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT SURFACE AND BE SECURELY ATTACHED AND COMPLY WITH CBC
11B-302.1.
7. INSTALL 8' MIN. FRP AT WALL IN THE KITCHEN AREA BEHIND THE WALL WHERE ALL THE SINKS AREA LOCATED.
8. WALL FINISH BEHIND AND AROUND THE COOKING EQUIPMENT WILL BE STAINLESS STEEL OR A CERAMIC TILE. NO FRP SHOULD BE INSTALLED
BEHIND AND AROUND THE COOKING EQUIPMENT.
INTERIOR FINISH GENERAL NOTES:
A. INTERIOR FINISH MATERIALS APPLIED TO WALLS & CEILING SHALL HAVE A MAXIMUM SPREAD CLASSIFICATION OF II FOR EXIT CORRIDORS & III
FOR OTHER ROOMS OR AREAS. 94 U.B.C. Chap. 8, Table 8-A.
B. ALL PIPING AND REFRIGERATION COILS IN PREPARATION AREAS TO BE CONCEALED & AS INDICATED ON PLUMBING & REFRIGERATION DRAWINGS,
TYPICAL.
C. ALL GYP. BOARD TO BE TAPED & SPACKLED. EXCEPT AS NOTED FTO.
D. DOOR SWINGS INTO EXIT CORRIDOR SHALL NOT REDUCE THE REQUIRED 44" CLEAR WIDTH BY MORE THAN HALF (U.B.C. Section 1005.4).
E. ALL SERVICE AND RETAIL AREA WALLS, DRYWALL SOFFITS, CURTAIN WALLS & DRYWALL CEILINGS (EXCEPT T-BAR CEILINGS) SHALL BE PAINTED
WITH WHITE S.G.E. FINISH PAINT ABOVE FIXTURE LINE & ABOVE WHERE F.R.P. OCCURS
F. A TROWELED-ON, WATERPROOF MEMBRANE ON RESTROOM FLOOR SLABS AND WHERE WATER OR OTHER LIQUIDS ARE USED
G. FRP (WHITE) FOR WALLS OF STORAGE ROOM & FOOD PREPARATION AREA F.R.P. TO BE 8' MIN. HEIGHT.
H. QUARRY TILE USE DALTILE 6" x 6" x 1/4" OR EQUAL. USE 6" x 4" FOR COVE BASE
I. T-BAR CEILING IN FOOD PREPARATION AREA, CHANGE ROOM & RESTROOM USE USG WASHABLE SURFACE VINYL TILE, USG STIPPLE WHITE #3270
J. ALL PAINT, TILES, F.R.P. ON THE WALLS & CEILING SURFACE USE LIGHT COLOR WITH "SMOOTH & NO TEXTURE" IN THE FOOD PREPARATION AREA,
RESTROOM & CHANGE AREA.
K. WALLS BEHIND COOKING EQUIPMENTS SHALL BE STAINLESS STELL.
L. ALL FLOOR AND CEILING FINISHES TO BE SMOOTH AND WASHABLE
M. BASE COVE WILL HAVE A 3/8-INCH RADIUS COVE EXTENDING AT LEAST 4 INCHES HIGH AND INTEGRAL WILL THE FLOOR.
FINISH SCHEDULE LEGEND: (GC SHOULD SUBMIT FINISHES MATERIAL FOR REVIEW)
FLOOR
EPOXY 1 STONE COAT GREYSTONE COLLECTION: OPAL FLAKE
EPOXY 2 POLY-CRETE HF -COLOR CONCRETE GREY
PTILE DALTILE PORCELAIN TILE MEDIAN (12"X24") LIGHT GRAY MN43
PSS PREFABRICATED SMOOTH S/S FLOOR DL
BASE
EPOXY 1 STONE COAT GREYSTONE COLLECTION: OPAL FLAKE -4" HIGH WITH 3/4" RADIUS CONTINUOUS COVE BASE
EPOXY 2 POLY-CRETE HF -COLOR CONCRETE GREY -4" HIGH WITH 3/4" RADIUS CONTINUOUS COVE BASE
PTILE DALTILE PORCELAIN TILE MEDIAN (6"X12") LIGHT GRAY MN43 COVED BASE -6" HIGH WITH 3/8" RADIUS CONTINUOUS COVE BASE
SS 6”STAINLESS STEEL COVE BASE
WALL
PT PAINT (WHITE)
TILE CERAMIC WALL TILE (LIGHT GREEN)
QT QUARRY TILE (24"X24") (WHITE)
FRP FIBERGLASS REINFORCED PLASTIC PANEL (WHITE)
SST STAINLESS STEEL WALL PANEL
CTILE DALTILE GLACIER WHITE: A 12" X 12" GLAZED CERAMIC FLOOR
SS SMOOTH STAINLESS STEEL
CEILING (REFER TO SHEET A102 FOR MORE INFORMATION)
GYP BD PAINTED GYP
ACT ACOUSTICAL CEILING TILE. ACOUSTICAL CEILING TILE FINISH
TILE: ARMSTRONG LUMAWASH SMOOTH, BRIGHT WHITE FINISH
SS SMOOTH STAINLESS STEEL CEILING
1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL CONDUITS, GRIDERS, BEAMS
AND REINFORCING PRIOR TO CORE DRILLING FLOOR OR CUTTING OPENINGS IN
EXISTING FLOOR AND/OR ROOF. NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN
EXISTING INFRASTRUCTURE AND PROPOSED WORK PRIOR TO PROCEEDING WITH
IMPROVEMENTS.
2. INTERIOR PARTITION TYPES AND DETAILS, SEE SHEET A510 & A511.
3. DOOR SCHEDULE, SEE SHEET A601.
FOR REFLECTED CEILING PLAN (RCP)
1. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AND INDICATED ON DRAWINGS.
FOR ALL CEILING FINISHES, PLUMBING , FIRE SPRINKLER, MECHANICAL AND
ELECTRCIAL SYSTEMS.
2. 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.
3. INTERNALLY ILLUMINATED EXIT SIGNS -ELECTRICALLY POWERED, SELF-LUMINOUS
AND PHOTOLUMNESCENT 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.
4. ADDITIONAL DIRECTIONAL EXIT SIGNAGE MAY BE REQUIRED BY THE COVERING
AGENCY HAVING JURISDICTION OVER THE PROJECT AT THE TIME OF FINAL
INSPECTION.
A405 2
30
"
x
4
8
"
30"x48"
30
"
x
4
8
"
C
L
R
ø
5
'
-
0
"
FD30"x48"
CLR
ø 5' - 0"30"x48"
14' - 5"
20
'
-
5
1
/
2
"
11
'
-
1
1
1
/
2
"
4' - 0"
HO
L
D
4'
-
2
1
/
2
"
A401 3
4
2
1
A403
7
A403 65
A
B
C
D
31
'
-
7
"
32
'
-
6
1
/
2
"
38
'
-
2
"
A404 54
A4041
A4031 3
6.15
11.55
11.54
616 SF
KITCHEN
6
241 SF
OFFICE/STORAGE
12
65 SF
TOILET
10 64 SF
TOILET
11
234 SF
SUSHI PREP.
AREA
7
100 SF
SEATING
2
245 SF
WAITING
3
247 SF
ENTRY LOBBY
1
823 SF
RETAIL
9
289 SF
POP-UP
13
151 SF
SERVICE
COUNTER
5
4'
C
L
E
A
R
4'
-
0
"
21' - 6 1/2"
E01
0706
08
05
11.54
11.55
CLR
ø 5' - 0"
50.11
22.08
26.04
FD
8.05
A4021 2
A403
8
177 SF
GRAM BAR
4
3
A301
3
A301
4
A301
4
A301
1
A301
1
A301
2
A301
2
A301
4
21
'
-
1
0
"
3
2
01
02
03
04
Cooler
Freezer
2
4
A404
6
A404
3
1'
-
0
1
/
2
"
CL
E
A
R
8'
-
4
1
/
2
"
7' - 9 1/2"7' - 7"6' - 2"
+/
-
1
1
'
-
8
"
12
'
-
2
1
/
2
"
2'
-
1
0
1
/
2
"
26
'
-
2
1
/
2
"
8' - 5 1/2"9' - 4 1/2"9' - 8 1/2"
9' - 5"
HOLD
2' - 0"
OPENING
3' - 0"
21
"
39
"
99
"
9"
18
9
"
GLASS
4' - 0"
ADJACENT TENANT
EX
T
E
R
I
O
R
EXTERIOR
ADJACENT
TENANT
A701
1
A4039
1' - 6"
44
"
C
L
E
A
R
3'
-
9
"
2' - 6"+/- 4' - 0"2' - 8"9' - 10"
CLEAR
9' - 5"
42
"
L
O
W
W
A
L
L
3
4
"
L
O
W
W
A
L
L
3' - 7"
FD
FD FD
FD
FS
FS
(V
.
I
.
F
)
(E
)
7
1
/
2
"
(E
)
1
'
-
1
"
5'
-
0
"
2' - 6 1/2"
3'
-
2
"
27
'
-
0
1
/
2
"
ALIGN
6'
-
7
"
8'
-
4
"
5' - 4"
1' - 6"
2' - 10 1/2"
E8.05
8.05
8.05
6.14
22.19
22.18
22.18
22.19
22.18
22.18
26.27
6.14
26.27
11.56
11.02
23.06
FH4
PH4A PH4A
FH4A
FH4AFH4A
FF4
FF4
FH4
FH4
PH4
FH4
PH4
FF4
E5.01
5.01
E50.65
E50.65
E50.65
50.11
FD
11.52
11.56
8.05
34
"
H
I
G
H
C
H
E
C
K
O
U
T
CO
U
N
T
E
R
34
"
H
I
G
H
C
H
E
C
K
O
U
T
CO
U
N
T
E
R
PH4
FH4
LH4
PW4
36
"
H
I
G
H
C
O
U
N
T
E
R
38
"
H
I
G
H
C
O
U
N
T
E
R
42
"
H
I
G
H
CO
U
N
T
E
R
34
"
C
O
U
N
T
E
R
LH4
09
30
"
x
4
8
"
30
"
x
4
8
"
50.07
11.02
WALK-IN
FRIDGE
8
50.07
50.07
50.07
6'
-
1
"
5'
-
1
1
"
FS
3'
-
0
"
8' - 2 1/2"
22.18
22.18
22.18
10.42
WA
L
K
O
F
F
M
A
T
T
W
A
L
K
O
F
F
M
A
T
T
WA
L
K
O
F
F
M
A
T
T
26.04
22.40
22.40
22.41
22.40
22.41
22.40
22.41
22.40
22.41
22.40
22.40
26.28
FD
50.63
50.63
16' - 0"
11
"
23
"
13
2
"
2' - 8"10.03
10.03
E5.01
1'
-
9
"
4' - 0"
4' - 0"
34
"
HI
G
H
38
"
C
O
U
N
T
E
R
30
"
x
4
8
"
C
L
R
ø
5
'
-
0
"CLR
ø 5' - 0"
30"x48"
30"x48"
60" CLEAR
5' - 6 1/2"
30
"
x
4
8
"
312
13
'
-
4
1
/
2
"
12
'
-
1
"
(E)WALL TO REMAIN
(E)ONE-HOUR WALL
FH
FH
(N)PARTITION
ONE-HOUR WALL
PARTITION TYPE
(N)WALL INFILL
PARTITION TYPE
INSULATED WALL (N)
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
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I
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T
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N
M
A
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A
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A
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N
A
L
A
N
D
U
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P
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L
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E
D
W
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R
K
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A
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T
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A
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B
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D
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
FLOOR PLAN
A101
KEY NOTE
# DESCRIPTION
5.01 STEEL COLUMN. REFER TO STRUCTURAL DRAWING FOR MORE
INFORMATION
6.14 SOLID SURFACE COUNTER TOP
6.15 WOOD FINISH COUNTER TOP WITH FLOATING COUNTERTOP WALL
BRACKET @ MAX. 4'-0" O.C.
8.05 DOOR
10.03 TENANT SIGNAGE(PROVIDE POWER). GC TO PROVIDE BACKING FOR THE
SIGN AS REQUIRED.
10.42 SIX-TIER LOCKERS
11.02 COLD DISPLAY CASE. SEE FS101-EQUIPMENT SHEET AND ELEC DWG. FOR
MORE INFO.
11.52 LED WALL PANEL. GC TO PROVIDE POWER AND WALL BACKING FOR THE
LED PANEL. REFER TO ELEC DWG FOR MORE DETAIL INFORMATION.
11.54 P.O.S. SYSTEM, SEE EQUIPMENT PLAN
11.55 DIGITAL KIOSK, SEE EQUIPMENT PLAN
11.56 RETAIL SHELVING, SEE EQUIPMENT PLAN
22.08 WATER HEATER
22.18 FLOOR DRAIN (SEE PLUMBING DRAWING)
22.19 FLOOR SINK (SEE PLUMBING DRAWING)
22.40 PLUMBING FIXTURES-REFER TO EQUIPMENT SCHEDULE AND PLUMBING
DRAWING
22.41 ACCESSIBLE SINK-REFER TO EQUIPMENT SCHEDULE AND PLUMBING
DRAWINGS. PROVIDE LEVER-HANDLE FAUCET CONTROLS. SEE
ACCESSIBLE SINK DETAIL FOR REQUIRED FLOOR CLEARANCE AND
MOUNTING HEIGHT ON SHEET A101.
23.06 KITCHEN EXHAUST HOOD, SEE MECHANICAL DRAWING
26.04 ELECTRICAL PANEL, SEE ELEC. DWG
26.27 LED TAPE LIGHT FIXTURE BELOW COUNTERTOP, SEE ELEC DWG
26.28 LED TAPE LIGHT FIXTURE AT CASEWORK BASE, SEE ELEC DWG
50.07 LINE OF SOFFIT ABOVE
50.11 INTERIOR PARTITION
50.63 INFILL OPENING TO MATCH EXISTING, PLASTER TEXTURE AND COLOR
E5.01 (E) STEEL COLUMN, SEE STRUCTURAL DWG
E8.05 (E) DOOR
E50.65 EXISTING WALL TO REMAIN.
GENERAL NOTESFINISH SCHEDULE
ROOM
NUMBER NAME CEILING
FINISH FLOOR FINISH BASE
WALL FINISH NOTENORTH EAST SOUTH WEST
1 ENTRY LOBBY C-3 EXPOSED EPOXY 1 EXPOXY1 PT PT PT PT 1/A406
2 SEATING C-3 EXPOSED EPOXY 1 EXPOXY1 PT PT PT PT 1/A406
3 WAITING C-3 EXPOSED EPOXY 1 EXPOXY1 PT PT PT PT 3/A406
4 GRAM BAR C-1 GYP BD EPOXY 2 EXPOXY2 SST SST SST N/A 5/A406
5 SERVICE COUNTER C-1 GYP BD EPOXY2 EXPOXY2 TILE TILE TILE TILE 3/A406
6 KITCHEN C-2 ACT EPOXY2 EXPOXY2 PT SST FRP/P FRP/PT 4.5/A406. SEE ELEVATION FOR MORE DETAIL
7 SUSHI PREP. AREA C-2 ACT EPOXY2 EXPOXY2 QT QT QT QT 3/A406
8 WALK-IN FRIDGE SS PSS/EPOXY2 SS SS SS SS SS SS FLOOR AT FREEZER AREA. REFER TO FRIDGE
SHOP DRAWING
9 RETAIL C-3 EXPOSED EPOXY1 EXPOXY1 PT PT PT PT 1/A406
10 TOILET C-1 GYP BD PTILE PTILE CTILE CTILE CTILE CTILE 2/A406
11 TOILET C-1 GYP BD PTILE PTILE CTILE CTILE CTILE CTILE 2/A406
12 OFFICE/STORAGE C-2 ACT EPOXY1 EXPOXY1 PT PT PT PT 1/A406
13 POP-UP C-3 EXPOSED EPOXY1 EXPOXY1 PT PT PT PT 1/A406
1/4" = 1'-0"1FLOOR PLAN
WALL TYPE -REFER TO SHEET A511
DOOR TYPE -REFER TO SHEET A601
FLOOR PLAN LEGEND
NOTE : REFER TO FS 101 SHEET FOR EQUIPMENT
PLAN AND SCHEDULE
WALL LEGEND
ADA DOOR MANEUVERING CLEARANCES
GREEN BUILDING NOTE:
1. VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS
(ARCHITECTURAL PAINTS) SHALL COMPLY WITH CGBC
TABLE 5.504.4.3, UNLESS MORE STRINGENT LOCAL LIMITS
APPLY. [CGBC 5.504.4.3] . REFER TO SHEET G301C
2. WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING,
PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES,
OUTDOOR AIR INTAKES, AND OPERABLE WINDOWS AND IN
BUILDINGS. MEET ADDITIONAL AND MORE STRINGENT
REQUIREMENTS IN APPLICABLE ORDINANCES,
REGULATIONS, AND POLICIES. [CGBC 5.504.7] .
ACCESSIBILITY SINK DETAILS
NOTE:
ADDITIONS AND ALTERATIONS TO EXISTING BUILDINGS OR
FACILITIES SHALL COMPLY WITH SECTION 11B-202.
1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL CONDUITS, GRIDERS, BEAMS
AND REINFORCING PRIOR TO CORE DRILLING FLOOR OR CUTTING OPENINGS IN
EXISTING FLOOR AND/OR ROOF. NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN
EXISTING INFRASTRUCTURE AND PROPOSED WORK PRIOR TO PROCEEDING WITH
IMPROVEMENTS.
2. INTERIOR PARTITION TYPES AND DETAILS, SEE SHEET A510 & A511.
3. DOOR SCHEDULE, SEE SHEET A601.
FOR REFLECTED CEILING PLAN (RCP)
1. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AND INDICATED ON DRAWINGS.
FOR ALL CEILING FINISHES, PLUMBING , FIRE SPRINKLER, MECHANICAL AND
ELECTRCIAL SYSTEMS.
2. 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.
3. INTERNALLY ILLUMINATED EXIT SIGNS -ELECTRICALLY POWERED, SELF-LUMINOUS
AND PHOTOLUMNESCENT 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.
4. ADDITIONAL DIRECTIONAL EXIT SIGNAGE MAY BE REQUIRED BY THE COVERING
AGENCY HAVING JURISDICTION OVER THE PROJECT AT THE TIME OF FINAL
INSPECTION.
A
B
C
D
EQ EQ EQ EQ
2'
-
7
"
3'
-
4
"
2'
-
7
"
3'
-
4
"
3' - 0"2' - 7"12' - 2"
C2
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
2' - 5 1/2"
2' - 8"2' - 8"
2'
-
7
"
C2
9' - 0"
26.25
LT-4
LT-5
LT-4
LT-4 LT-4
LT-5
23.06
60.02
1' - 2"
2' - 11"1' - 9"
4'
-
0
"
4'
-
0
"
3'
-
0
"
LT-4
C1
9' - 0"
C2
9' - 0"
C1
9' - 0"
LT-4
LT-2 LT-2 LT-2 LT-2
3' - 0"
LT-1 LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1LT-1LT-1
LT-1
11
'
-
7
"
LT-6
LT-6
OPEN
2' - 10 1/2"
EQ 3' - 6"3' - 6"EQ
12
'
-
0
"
1'
-
5
1
/
2
"
8'
-
0
"
1'
-
9
"
12
'
-
0
"
3'
-
0
"
14
'
-
0
"
1' - 2"2' - 11"9"
5' - 10"
6"
3' - 0"0' - 0"
2'
-
1
0
1
/
2
"
2'
-
2
1
/
2
"
8'
-
5
"
C-3
OPEN
C-3
8' - 1"
2' - 11"5' - 1"2' - 3 1/2"
24' - 0"
1' - 11"
ADJACENT TENANT
EX
T
E
R
I
O
R
EXTERIOR
ADJACENT
TENANT
EX
T
E
R
I
O
R
3' - 6"3' - 6"3' - 6"3' - 0"3' - 6"
1'
-
1
0
"
4'
-
0
"
4'
-
0
"
3'
-
0
"
1'
-
0
"
C1
9' - 0"
LT-4.1 LT-4
LT-4
2'
-
3
"
LT-2
LT-2
23.06
2
A102
2
A102
3
A102
4
A102
10.51
10.51
10.51
23.11
60.03
23.11
23.11
26.52
26.52
26.52
26.52
23.11
23.11
23.11
23.11
26.52
1' - 0"
3
A102
5
A102
9' - 0"
OPEN
C-3
6
A102
4
A102
SOFFIT
5'
-
1
"
24' - 0"
2'
-
1
1
"
14
'
-
0
"
3'
-
2
"
3' - 10 1/2"3' - 6"
KITCHEN
6
OFFICE/STORAGE
12
TOILET
10 TOILET
11
SUSHI PREP.
AREA
7
SEATING
2
WAITING
3
ENTRY LOBBY
1
RETAIL
9
POP-UP
13
SERVICE
COUNTER
5
GRAM BAR
4
WALK-IN
FRIDGE
8
7
A102
EQ
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
EQ
..
.
312
EQ
EQ
EQ
EQ
DESCRIPTIONTYPE
LIGHTING FIXTURE LEGEND
SYMBOL
LT-1
LT-2
LT-4
LT-4.1
LT-5
LT-6 LINEAR UP LED WALL WASHER LIGHTS - WHITE FINISH
2'X2' LED RECESSED LIGHT FIXTURE - WHITE FINISH
SUSPENDED TRACK LIGHT - BLACK FINISH
4" RECESSED DOWN LIGHT - WHITE FINISH
SUSPENDED LINEAR LIGHT - BLACK FINISH
RECESSED DIRECTIONAL DOWNING - WHITE FINISH
REFER TO ELECTRICAL DRAWINGS
FOR MORE INFORMATION AND ELEVATION FOR SUSPENDED FIXTURE MOUNTING HEIGHT
5/8" GYP BOARD
3 5/8 X 20GA @ 32" O.C.
DIAGONAL BRACING
ATTACHED TO THE
STRUCTURAL ABOVE
CEILING HIGH
REFER TO CEILING PLAN
3 5/8"X 20GA @16 O.C. METAL
STUD FRAMING ATTACHED TO
THE STRUCTURAL ABOVE
5/8" GYP BOARD
TRACK (MATCH STUD GAUGE
& SIZE) SECURE TO STUDS
WITH #8 S.M.S. EACH SIDE
(3) #8 S.M.S.
SUSPENDED GYP. BD.
CEILING
A511
9A511
8
5/8" GYP BOARD
3 5/8 X 20GA @ 32" O.C.
DIAGONAL BRACING
ATTACHED TO THE
STRUCTURAL ABOVE
CEILING HIGH
REFER TO CEILING PLAN
3 5/8"X 20GA @16 O.C. METAL
STUD FRAMING ATTACHED TO
THE STRUCTURAL ABOVE
5/8" GYP BOARD
TRACK (MATCH STUD GAUGE
& SIZE) SECURE TO STUDS
WITH #8 S.M.S. EACH SIDE
(3) #8 S.M.S.
SUSPENDED GYP. BD.
CEILING
6"
WOOD FINISH
WOOD FINISH
PAINT BLACK
(MATTE)
A511
9
A511
8
5/8" GYP BOARD
3 5/8 X 20GA @ 32" O.C.
DIAGONAL BRACING ATTACHED
TO THE STRUCTURAL ABOVE
CEILING HIGH
REFER TO CEILING PLAN
3 5/8"X 20GA @16 O.C. METAL
STUD FRAMING ATTACHED TO
THE STRUCTURAL ABOVE
5/8" GYP BOARD
TRACK (MATCH STUD GAUGE
& SIZE) SECURE TO STUDS
WITH #8 S.M.S. EACH SIDE
(3) #8 S.M.S.
SUSPENDED GYP. BD.
CEILING
4"
4"
3/4" FT. PLY WOOD
LIGHT FIXTURE. SEE
ELECTRICAL DWG
BLOCKING
A511
9A511
8
5/8" GYP BOARD
3 5/8 X 20GA @ 32" O.C.
DIAGONAL BRACING ATTACHED
TO THE STRUCTURAL ABOVE
CEILING HIGH
REFER TO CEILING PLAN
3 5/8"X 20GA @16 O.C. METAL
STUD FRAMING ATTACHED TO
THE STRUCTURAL ABOVE
5/8" GYP BOARD, PAINT
BLACK (MATTE)
TRACK (MATCH STUD GAUGE
& SIZE) SECURE TO STUDS
WITH #8 S.M.S. EACH SIDE
(3) #8 S.M.S.
SUSPENDED GYP. BD.
CEILING
6"
WOOD FINISH
WOOD FINISH
1' - 0"
(2) #10 S.M.S.
AT EACH (E)
STUD
(E) WALL
A511
9
A511
8
3 5/8 X 20GA @ 48" O.C.
DIAGONAL BRACING
ATTACHED TO THE
STRUCTURAL ABOVE
CEILING HIGH
REFER TO CEILING PLAN
3 5/8"X 20GA @16 O.C. METAL
STUD FRAMING ATTACHED TO
THE STRUCTURAL ABOVE
5/8" GYP BOARD
PAINTED WHITE
TRACK (MATCH STUD GAUGE
& SIZE) SECURE TO STUDS
WITH #8 S.M.S. EACH SIDE
(3) #8 S.M.S.
PAINT BLACK
(MATTE)
1'
-
6
"
16" GA METAL
BEND PLATE
BLACK GLASS STOREFRONT
2"
4 1/2"
SEALED
A511
9
A511
8
5/8" GYP BOARD
3 5/8 X 20GA @ 32" O.C.
DIAGONAL BRACING
ATTACHED TO THE
STRUCTURAL ABOVE
CEILING HIGH
REFER TO CEILING PLAN
3 5/8"X 20GA @16 O.C. METAL
STUD FRAMING ATTACHED TO
THE STRUCTURAL ABOVE
5/8" GYP BOARD
TRACK (MATCH STUD GAUGE
& SIZE) SECURE TO STUDS
WITH #8 S.M.S. EACH SIDE
(3) #8 S.M.S.
SUSPENDED GYP. BD.
CEILING
A511
9A511
8
6"
WALK-IN FRIDGE
SOFFIT HIGH
REFER TO CEILING PLAN
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
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
OR
D
I
S
C
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O
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D
W
I
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W
R
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
REFLECTED
CEILING PLAN
A102
KEY NOTE
# DESCRIPTION
10.51 ILLUMINATED EXIT SIGN, SEE ELEC DWG
23.06 KITCHEN EXHAUST HOOD, SEE MECHANICAL DRAWING
23.11 NEW MECHANICAL DUCTWORK, SEE MECH DWG"
26.25 LIGHTING FIXTURE, SEE ELEC. DWG
26.52 EMERGENCY LIGHTING
60.02 EXPOSED CEILING, PAINT ALL EXPOSED ITEMS TO BLACK U.N.O.
60.03 GYM. BD. SOFFIT WITH LED COVE LIGHT ABOVE, SEE ELEC. DWG
GENERAL NOTES
1/4" = 1'-0"1REFLECTED CEILING PLAN
CEILING TYPE
C-1 SUSPENDED 5/8" GYP BD CEILING SYSTEM
C-2 24"X24" ACOUSTICAL CEILING TILE FINISH
TILE:ARMSTRONG KITCHEN ZONE SMOOTH,
BRIGHT WHITE FINISH -REFER TO SHEET A515
C-3 EXPOSED STRUCTURE ABOVE TO REMAIN.
PAINTED DECK-(BLACK), SOFFIT - (WHITE), BEAM-
(WHITE)
C-4 WALK IN FRIDGE SMOOTH STAINLESS STEEL CEILING
FIXTURE LEGEND
1 1/2" = 1'-0"2SOFFIT SECTION
1 1/2" = 1'-0"3
SOFFIT SECTION- LIGHT
COVE
1 1/2" = 1'-0"4
SOFFIT SECTION - RETAIL
COUNTER
1 1/2" = 1'-0"5SOFFIT DETAIL
1 1/2" = 1'-0"6SOFFIT DETAIL
1 1/2" = 1'-0"7SOFFIT DETAIL
NOTE:
INSTALL AND RUN DUCTWORK WITHIN THE OPEN CEILING AREA,
EITHER BETWEEN THE OPENINGS OF THE WEB JOISTS OR TIGHT TO
THE BOTTOM OF THE TJI BEAMS. THE DUCTWORK IN OPEN CEILING
AREAS SHALL BE LOCATED ABOVE THE LIGHTING FIXTURES. PAINT
ALL EXPOSED DUCTWORK TO MATCH THE ROOF DECK COLOR.
A
B
C
D
E70.10
E70.10
E70.10
23.04
23.04
23.01
E70.10
23.02
23.02
FR
E
E
Z
E
R
CO
O
L
E
R
21
6
L
B
23
4
L
B
23.13 23.13
23.11
19
'
-
0
"
19' - 10 1/2"
28' - 1"
5'
-
6
"
7'
-
1
1
"
15' - 8"15' - 11 1/2"
1'
-
7
1
/
2
"
7'
-
1
"
312
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
ROOF PLAN
A103
KEY NOTE
# DESCRIPTION
23.01 MAKE UP AIR UNIT: PROVIDE CURBED ROOF OPENING, SEE MECH DWG
AND STRUCTURAL DWG
23.02 CONDENSER UNIT.
23.04 EXHAUST FAN: PROVIDE CURBED ROOF OPENING. SEE MECH DWG AND
STRUCTURAL DWG
23.11 NEW MECHANICAL DUCTWORK, SEE MECH DWG"
23.13 SUPPLY AIR DIFFUSER, SEE MECH DWG
E70.10 (E) MECH EQUIPMENT, REPAIR AS NEEDED. GC TO VERIFY IN FIELD
GENERAL NOTES
1/4" = 1'-0"1ROOF PLAN
1. GC TO MAINTAIN ALL THE WATERPROOFING FOR THE ROOFING
AT PENETRATION AREA.NOTE:
1. REFER TO SHEET AS101 SITE PLAN
FOR ROOF ACCESS LADDER
LCOATION
2. REFER TO MECHANICAL AND
PLUMBING DRAWING FOR REFER
TO RTU AND VENT ROOF OPENING.
FINISH FLOOR
0' -0"
CEILING
9' -0"
T.O.P.
24' -0"
BCD
LO
W
W
A
L
L
3'
-
6
"
GL
A
S
S
5'
-
6
"
POP-UP
13
RETAIL
9
WAITING
3
GRAM BAR
4
BO
T
T
O
M
O
F
L
I
G
H
T
T
R
A
C
K
9'
-
6
"
9'
-
0
"
HI
G
H
C
O
U
N
T
E
R
3'
-
6
"
CO
U
N
T
E
R
B
E
Y
O
N
D
2'
-
1
0
"
2'
-
8
"
OPEN
LT-1 LT-2PTPT PT
11.52
PT
26.52
RBRB TILE
TILE
6.14 26.2711.56
LE
D
W
A
L
L
+/
-
8
'
-
8
"
LED WALL
+/- 7' - 11"
BA
S
E
4"
26.2526.25
8.16
E7.10
E7.10 E7.10 E7.10
7.35
10.03 10.03
12.48
+/
-
T
O
R
O
O
F
D
E
C
K
4'
-
0
"
B.O. ROOF DECK
13' -0"
23.06
FINISH FLOOR
0' -0"
CEILING
9' -0"
T.O.P.
24' -0"
BCD
3'
-
0
"
BO
T
T
O
M
O
F
C
E
I
L
I
N
G
9'
-
0
"
ADJACENT
TENANT
N.I.C
BO
T
T
O
M
O
F
C
E
I
L
I
N
G
9'
-
0
"
KITCHEN
6
WALK-IN
FRIDGE
8
RETAIL
9
TOILET
10OFFICE/STORAGE
12
BO
T
T
O
M
O
F
L
I
G
H
T
T
A
C
K
9'
-
6
"
PT
26.52
PTTILEPT FRP
26.52
7.35 7.35 23.1123.11
26.25
8'
-
0
"
23.04
RB
+/
-
T
O
R
O
O
F
D
E
C
K
4'
-
0
"
B.O. ROOF DECK
13' -0"
FINISH FLOOR
0' -0"
9'
-
0
"
9'
-
0
"
KITCHEN
6
KITCHEN
6
SERVICE
COUNTER
5
WAITING
3
BO
T
T
O
M
O
F
L
I
G
H
T
T
R
A
C
K
9'
-
6
"
2'
-
8
"
6.14
26.52 23.06
E70.10
7.35
TE
M
P
G
L
A
S
S
5'
-
6
"
OP
E
N
I
N
G
1'
-
1
0
"
3'
-
2
"
3'
-
0
"
26.28
+/
-
T
O
R
O
O
F
D
E
C
K
4'
-
0
"
B.O. ROOF DECK
13' -0"
312
3'
-
6
"
FINISH FLOOR
0' -0"
T.O.P.
24' -0"
LOW CEILING
9' -0"
05
WALK-IN
FRIDGE
8
SUSHI PREP.
AREA
7
ENTRY LOBBY
1
3'
-
6
"
26.27
PTPT
E70.10
7.35
B.O. ROOF DECK
13' -0"
312
1'
-
6
"
2'
-
1
0
"
6.14
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
BUILDING
SECTIONS
A301
1/4" = 1'-0"1SECTION 1
1/4" = 1'-0"2SECTION 2
1/4" = 1'-0"3SECTION 3
1/4" = 1'-0"4SECTION 4
GENERAL NOTES
KEY NOTE
# DESCRIPTION
6.14 SOLID SURFACE COUNTER TOP
7.35 EXISTING ROOF INSULATION AND ROOF SYSTEM. REPAIR AS REQUIRED. GC
TO MAINTAIN THE INSULATION R VALUE PER ENERGY CODE REQUIREMENTS
8.16 FRAMELESS TEMPER GLASS SCREEN
10.03 TENANT SIGNAGE(PROVIDE POWER). GC TO PROVIDE BACKING FOR THE SIGN
AS REQUIRED.
11.52 LED WALL PANEL. GC TO PROVIDE POWER AND WALL BACKING FOR THE LED
PANEL. REFER TO ELEC DWG FOR MORE DETAIL INFORMATION.
11.56 RETAIL SHELVING, SEE EQUIPMENT PLAN
12.48 JAPANESE STYLE CURTAIN. PROVIDE BY OWNER, INSTALL BY GC.
23.04 EXHAUST FAN: PROVIDE CURBED ROOF OPENING. SEE MECH DWG AND
STRUCTURAL DWG
23.06 KITCHEN EXHAUST HOOD, SEE MECHANICAL DRAWING
23.11 NEW MECHANICAL DUCTWORK, SEE MECH DWG"
26.25 LIGHTING FIXTURE, SEE ELEC. DWG
26.27 LED TAPE LIGHT FIXTURE BELOW COUNTERTOP, SEE ELEC DWG
26.28 LED TAPE LIGHT FIXTURE AT CASEWORK BASE, SEE ELEC DWG
26.52 EMERGENCY LIGHTING
E7.10 (E) CLASS 'A' BUILT-UP ROOFING SYSTEM, PATCH IMPACTED AREA TO MATCH
EXISTING
E70.10 (E) MECH EQUIPMENT, REPAIR AS NEEDED. GC TO VERIFY IN FIELD
FINISH SCHEDULE -REFER TO SHEET A101
BUILDING SECTION LEGEND
NOTE:
INSTALL AND RUN DUCTWORK WITHIN THE OPEN CEILING AREA,
EITHER BETWEEN THE OPENINGS OF THE WEB JOISTS OR TIGHT TO
THE BOTTOM OF THE TJI BEAMS. THE DUCTWORK IN OPEN CEILING
AREAS SHALL BE LOCATED ABOVE THE LIGHTING FIXTURES. PAINT
ALL EXPOSED DUCTWORK TO MATCH THE ROOF DECK COLOR.
FINISH FLOOR
0' -0"
B
TO
P
O
F
B
U
I
L
T
I
N
C
O
U
N
T
E
R
H
I
G
H
2'
-
1
0
"
3'
-
6
"
LOW CEILING
9' -0"
6.15
9'
-
6
"
GL
A
S
S
9'
-
0
"
EQ EQ
RB RB
PT
26.52
OPEN
6.14
8.16
60.03
26.25
10.0310.03
26.28
B.O. ROOF DECK
13' -0"
FINISH FLOOR
0' -0"
CEILING
9' -0"
B C
LOW CEILING
9' -0"
BO
T
T
O
M
O
F
C
E
I
L
I
N
G
A
T
C
H
E
C
K
O
U
T
C
O
U
N
T
E
R
9'
-
0
"
23.21
34
"
M
A
X
BO
T
T
O
M
O
F
S
O
F
F
I
T
9'
-
0
"
6.14
26.25
B.O. ROOF DECK
13' -0"
23.1123.1123.11
FINISH FLOOR
0' -0"
LOW CEILING
9' -0"
OPEN TO
BEYOND
6.15
2'
-
1
0
"
GL
A
S
S
3'
-
0
"
4'
-
0
"
RB
PT
26.27
PT
2' - 6"
8.16
26.25
GREEN
WALL 12.48
B.O. ROOF DECK
13' -0"
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
LOW CEILING
9' -0"
D6.13
34
"
M
A
X
9'
-
2
"
A102
4
6.14
11.56
11.52
26.25
RB
B.O. ROOF DECK
13' -0"
23.11
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
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A
W
I
N
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S
A
N
D
W
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
INTERIOR
ELEVATIONS
A401
GENERAL NOTES
KEY NOTE
# DESCRIPTION
6.14 SOLID SURFACE COUNTER TOP
6.15 WOOD FINISH COUNTER TOP WITH FLOATING COUNTERTOP WALL BRACKET
@ MAX. 4'-0" O.C.
8.16 FRAMELESS TEMPER GLASS SCREEN
10.03 TENANT SIGNAGE(PROVIDE POWER). GC TO PROVIDE BACKING FOR THE SIGN
AS REQUIRED.
11.52 LED WALL PANEL. GC TO PROVIDE POWER AND WALL BACKING FOR THE LED
PANEL. REFER TO ELEC DWG FOR MORE DETAIL INFORMATION.
11.56 RETAIL SHELVING, SEE EQUIPMENT PLAN
12.48 JAPANESE STYLE CURTAIN. PROVIDE BY OWNER, INSTALL BY GC.
23.11 NEW MECHANICAL DUCTWORK, SEE MECH DWG"
23.21 AIR CURTAIN, SEE EQUIPMENT PLAN
26.25 LIGHTING FIXTURE, SEE ELEC. DWG
26.27 LED TAPE LIGHT FIXTURE BELOW COUNTERTOP, SEE ELEC DWG
26.28 LED TAPE LIGHT FIXTURE AT CASEWORK BASE, SEE ELEC DWG
26.52 EMERGENCY LIGHTING
60.03 GYM. BD. SOFFIT WITH LED COVE LIGHT ABOVE, SEE ELEC. DWG
D6.13 (E) CASEWORK TO BE REMOVED THROUGHOUT THE SPACE.
3/8" = 1'-0"1LOBBY-A
3/8" = 1'-0"3LOBBY-C
3/8" = 1'-0"4LOBBY-D
3/8" = 1'-0"2LOBBY-B
FINISH SCHEDULE -REFER TO SHEET A101
INTERIOR ELEVATION LEGEND
1. GC TO PROVIDE ALL THE NECESSARY BACKING AS REQUIRED
NOTE:
INSTALL AND RUN DUCTWORK WITHIN THE OPEN CEILING AREA,
EITHER BETWEEN THE OPENINGS OF THE WEB JOISTS OR TIGHT TO
THE BOTTOM OF THE TJI BEAMS. THE DUCTWORK IN OPEN CEILING
AREAS SHALL BE LOCATED ABOVE THE LIGHTING FIXTURES. PAINT
ALL EXPOSED DUCTWORK TO MATCH THE ROOF DECK COLOR.
FINISH FLOOR
0' -0"
PT PTLT-1
RB
B.O. ROOF DECK
13' -0"
FINISH FLOOR
0' -0"
CEILING
9' -0"
C D23.21
PT PT
RB
LT-1LT-2
26.2526.25
9'
-
0
"
B.O. ROOF DECK
13' -0"
FINISH FLOOR
0' -0"
CEILING
9' -0"
9'
-
0
"
9'
-
0
"
OPEN TO BEYOND
PT PT
RB RB
26.52 LT-1
M
U
L
L
I
O
N
H
I
G
H
MA
T
C
H
(
E
)
W
I
N
D
O
W
M
U
L
L
I
O
N
H
I
G
H
MA
T
C
H
(
E
)
W
I
N
D
O
W
4' - 0"
B.O. ROOF DECK
13' -0"
2
FINISH FLOOR
0' -0"
CEILING
9' -0"
9'
-
0
"
OPEN TO BEYOND
PT PT
34
"
M
A
X
6.14
26.25
11.02
11.02
B.O. ROOF DECK
13' -0"
32
3/8" = 1'-0"1RETAIL-A
3/8" = 1'-0"2RETAIL-C
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
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I
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
INTERIOR
ELEVATIONS
A402
GENERAL NOTES
KEY NOTE
# DESCRIPTION
6.14 SOLID SURFACE COUNTER TOP
11.02 COLD DISPLAY CASE. SEE FS101-EQUIPMENT SHEET AND ELEC DWG. FOR
MORE INFO.
23.21 AIR CURTAIN, SEE EQUIPMENT PLAN
26.25 LIGHTING FIXTURE, SEE ELEC. DWG
26.52 EMERGENCY LIGHTING
3/8" = 1'-0"3RETAIL-B
3/8" = 1'-0"4RETAIL-D
OPEN
FINISH SCHEDULE -REFER TO SHEET A101
INTERIOR ELEVATION LEGEND
1. GC TO PROVIDE ALL THE NECESSARY BACKING AS REQUIRED
FINISH FLOOR
0' -0"
CEILING
9' -0"
SST
TILE
26.52
3'
-
0
"
7'
-
6
"
3'
-
2
"
GRAM BAR
4
KITCHEN
6
KITCHEN
6
4'
-
0
"
GL
A
S
S
3'
-
0
"
3 12
FINISH FLOOR
0' -0"
CEILING
9' -0"
SST
RB
26.52
PT
4'
-
0
"
FINISH FLOOR
0' -0"
CEILING
9' -0"
36
"
H
I
G
H
C
O
U
N
T
E
R
34
"
M
A
X
GL
A
S
S
ADJUSTABLE UNDER
COUNTER SHELVES
4"
OPEN
TO
BEYOND
FINISH FLOOR
0' -0"
C
LOW CEILING
9' -0"
OPEN
TO
BEYOND
QT QT
11.02
12.48
QT
FINISH FLOOR
0' -0"
C
LOW CEILING
9' -0"
QT
QT
5'
-
0
"
3'
-
1
1
1
/
2
"
TILE
FINISH FLOOR
0' -0"
CEILING
9' -0"
OPEN
3'
-
2
"
1'
-
1
0
"
TILE 26.52
ADJUSTABLE
UNDER COUNTER
SHELVES
5' - 11 1/2"
FINISH FLOOR
0' -0"
CEILING
9' -0"
LOW CEILING
9' -0"
QT
11.02
2
FINISH FLOOR
0' -0"
CEILING
9' -0"
OPEN
TO
BEYOND
QT
2
FINISH FLOOR
0' -0"
CEILING
9' -0"
C
PT PT
OPEN
TO
BEYOND
OPEN
TO
BEYOND
7' - 11"8'
-
8
"
LED WALL PANEL
SCREEN
RB
12.48
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
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H
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R
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I
N
CO
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N
A
L
A
N
D
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
INTERIOR
ELEVATIONS
A403
GENERAL NOTES
KEY NOTE
# DESCRIPTION
11.02 COLD DISPLAY CASE. SEE FS101-EQUIPMENT SHEET AND ELEC DWG. FOR
MORE INFO.
12.48 JAPANESE STYLE CURTAIN. PROVIDE BY OWNER, INSTALL BY GC.
26.52 EMERGENCY LIGHTING
3/8" = 1'-0"7GRAM BAR-A
3/8" = 1'-0"8GRAM BAR-B
3/8" = 1'-0"6SERVICE COUNTER-A
3/8" = 1'-0"3SUSHI BAR-C
3/8" = 1'-0"1SUSHI BAR-A
3/8" = 1'-0"5SERVICE COUNTER-B
3/8" = 1'-0"2SUSHI BAR-B
3/8" = 1'-0"4SUSHI BAR-D
3/8" = 1'-0"9SUSHI BAR-E
FINISH SCHEDULE -REFER TO SHEET A101
INTERIOR ELEVATION LEGEND
1. GC TO PROVIDE ALL THE NECESSARY BACKING AS REQUIRED
FINISH FLOOR
0' -0"
CEILING
9' -0"
B
26.52
FRP
RB
PT
FINISH FLOOR
0' -0"
CEILING
9' -0"
B
8'
-
0
"
F
R
P
4"
FRP
RB
PT
OPEN
TO
BEYOND
FINISH FLOOR
0' -0"
CEILING
9' -0"
B
OPEN
26.52 SST
RB
OPEN
TO
BEYOND
3'
-
2
"
1'
-
1
0
"
FINISH FLOOR
0' -0"
CEILING
9' -0"
B
26.52
FRP
RB
PT
SST
FINISH FLOOR
0' -0"
CEILING
9' -0"
23.21
FRP
RB
FINISH FLOOR
0' -0"
CEILING
9' -0"
RB
PT
26.52
OPEN
TO
BEYOND
KITCHEN
6
12
3/8" = 1'-0"5KITCHEN-E
3/8" = 1'-0"4KITCHEN-D
3/8" = 1'-0"1KITCHEN-A
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
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R
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I
N
CO
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S
T
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I
N
A
L
A
N
D
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B
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
INTERIOR
ELEVATIONS
A404
GENERAL NOTES
KEY NOTE
# DESCRIPTION
23.21 AIR CURTAIN, SEE EQUIPMENT PLAN
26.52 EMERGENCY LIGHTING
3/8" = 1'-0"2KITCHEN-B
3/8" = 1'-0"3KITCHEN-C
3/8" = 1'-0"6KITCHEN-F
FINISH SCHEDULE -REFER TO SHEET A101
INTERIOR ELEVATION LEGEND
1. GC TO PROVIDE ALL THE NECESSARY BACKING AS REQUIRED
FINISH FLOOR
0' -0"
T.O.P.
24' -0"
V.
I
.
F
.
4'
-
6
"
ABCD
JAPANMART
PROJECT AREA
10.52
8.05 8.05E8.05
AND DOOR
NEW STOREFRONT
AND DOOR
NEW STOREFRONT NEW STOREFRONT
10.52 10.52
NOTE: STOREFRONT SIGN UNDER
SEPARATED PERMIT AND
SUBMITTAL
B.O. ROOF DECK
13' -0"
FINISH FLOOR
0' -0"
T.O.P.
24' -0"
A B C D
PROJECT AREA
E8.05
B.O. ROOF DECK
13' -0"
FINISH FLOOR
0' -0"
T.O.P.
24' -0"
PROJECT AREA
8.05
NE
W
D
O
O
R
7'
-
0
"
B.O. ROOF DECK
13' -0"
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
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I
N
CO
N
S
T
I
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T
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T
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O
R
I
G
I
N
A
L
A
N
D
U
N
P
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B
L
I
S
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D
W
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K
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F
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A
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I
T
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A
N
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S
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M
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
EXTERIOR
ELEVATIONS
A405
GENERAL NOTES
KEY NOTE1/8" = 1'-0"1EAST ELEVATION
1/8" = 1'-0"2WEST ELEVATION (PARTIAL)
1/8" = 1'-0"3NORTH ELEVATION
# DESCRIPTION
8.05 DOOR
10.52 PROPOSED AREA FOR EXTERIOR SIGNAGE. PROVIDE POWER FOR
ILLUMINATED SIGN. SEE ELEC DWG.
E8.05 (E) DOOR
1. GC TO PROVIDE ALL THE NECESSARY BACKING AS REQUIRED
FLOOR TILE ON THINSET
SLOPE SLAB AND C.T. 1/4" PER FOOT
NEW FLOOR DRAIN
CONCRETE SLAB
AND GROUT SOLID TO PROVIDE
G.C. SHALL BUSH HAMMER EXIST. SLAB
REQUIRED SLOPE
SLOPE 1:50SLOPE 1:50
WATERPROOF MEMBRANE
NOTE: FLOOR DRAIN REFER TO
AND PLUMBING DRAWING FOR MORE INFORMATION
EXTEND FROM WALL TO WALL
AND WRAP MEMBRANE UP
COVE BASE AND SEAL FOR
WATERTIGHT INSTALLATION
STEEL ANGLE SUPPORT. REFER TO
4 HR RATED FIREPROOING
STRUCTURAL FOR MORE INFORMATION
2'-0" 2'-0"
FINISH FLOOR
WALL FINISH. REFER
TO FINISH SCHEDULE
EPOXY FINISH FLOOR
3/4" RADIUS COVE 1/8"
GROUT TOP AS
REQUIRED
4"
5/8" GYP BD
(E) FLOOR SLAB
WALL TILE. REFER TO
FINISH SCHEDULE
5/8" GYP BD
4" HIGH 3/8" RADIUS TILE
COVE BASE
TILE FINISH REFER TO
FINISH SCHEDULE
GROUT
(E) FLOOR SLAB
WALL TILE. REFER TO
FINISH SCHEDULE
TILE EDGE TRIM
EPOXY FINISH FLOOR
COVE STRIP
3/4" RADIUS COVE 1/8"
5/8" GYP BD
EPOXY FINISH FLOOR
3/4" RADIUS COVE
WHITE FRP
EDGE TRIM
"MARLITE FRP"
SEE FINISH PLAN FOR
MORE DETAILS
(E) DECK ABOVE
PAINTED
5/8" GYP BD
1/8"
4"
COVE STRIP
FINISH FLOOR
STAINLESS STEEL
TRIM
STAINLESS STEEL
PANEL.REFER TO FINISH
SCHEDULE
(E) DECK ABOVE
5/8" GYP BD
EPOXY FINISH FLOOR
3/4" RADIUS COVE 1/8"
COVE STRIP
4"
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
N
S
T
I
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U
T
E
T
H
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O
R
I
G
I
N
A
L
A
N
D
U
N
P
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B
L
I
S
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D
W
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K
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F
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A
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C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
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B
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D
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T
.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
INTERIOR
DETAILS
A406
3" = 1'-0"1EPOXY BASE
3" = 1'-0"2TILE BASE
3" = 1'-0"3
EPOXY BASE AT CONC
FLOOR
3" = 1'-0"4EPOXY BASE WITH FRP
3" = 1'-0"5
EPOXY BASE WITH SS
PANEL
1 1/2" = 1'-0"6FLOOR DRAIN
3"
5
1
/
2
"
TO
F
.
F
.
@
B
A
S
E
1 6 " O .C .
1 6 " O .C .
1 6 " O .C .
1 6 " O .C .
2 -3 5/8" 16 GA. STEEL
STUD STAGGERED BACK TO BACK
FOR LOADS OVER 50 LBS. PER
STUD
3 5/8" 16 GA. STEEL
STUD
6" X 1-1/4" X 16 GA.
UNPUNCHED STEEL
TRACK
WELD 3-#10 SCREWS @ EACH
STUD.
NOTE: ALL BACKING PLATES SHALL BE
CONTINUOUS OVER A MINIMUM OF 3 STUDS.
PATCH AND REPAIR EXISTING GYP BOARD OR
LEAD LINED GYP BOARD AS REQUIRED
OVER 50 LB B
UNDER 50 LB A
6" X 1-1/4" X 16 GA.
UNPUNCHED STEEL
TRACK ATTACHED TO EACH
STUD.
FILLER STRIPS FLUSH
WITH BACKING PLATE
(TYP.)
FILLER STRIPS FLUSH
WITH BACKING PLATE
(TYP.)
CABINET
PROVIDE #12x3~8" LOW PROFILE
HEAD SCREWS @ 12"o.c. TYPICAL
TOP & BOTTOM
BACKING AT CABINET
6" X 1-1/4" X 16 GA.
UNPUNCHED STEEL TRACK
10
A510
TYP10
A510
TYP
4
A510
SIM.4
A510
SIM.
4
A510
SIM.
7
A510
SIM.
9
A510
TYP 9
A510
TYP
4
A510
SIM.
1
A510
SIM.
6
A510
SIM.
7
A510
SIM.
OPTION TO WELDS SHOWN 2 -#
10 SCREWS @ 12" O/C TO EACH
LINTEL MEMBER
16 GA. UNPUNCHED
TRACK TOP AND BOTTOM
OF LINTEL
STUD
WIDTH
LINTEL PER SCHEDULE
DOUBLE JAMB (16GA) DO NOT
DISCONTINUE AT LINTEL
7/8" MIN. BETWEEN
SCREWS and END OF
LINTEL WEB
ATTACH TRACK TO DOUBLE JAMB
SIMILAR TO BLOCKING CONNECTION TO
STUD
SCREWS EACH SIDE OF LINTEL TO JAMB
PER SCHEDULE
AA
10 SCREWS (20 TOTAL)(2) 1000 S200-68
(2) 800 S200-68
(2) 600 S200-54
10'-0"
8'-0"
6'-0"
4'-0"
MAX. LENGTH
HDR
6 SCREWS (12 TOTAL)
4 SCREWS (8 TOTAL)
#10 SCREWS EACH SIDE OF BEAM TO JAMB
8 SCREWS (16 TOTAL)
BEAM SIZE
(2) 400 S200-54
MARK
HDR
HDR
HEADER/ SCHEDULE
HDR
CONNECTION TO JAMB
AA -LINTEL SECTION
1/8 1-12
B
4'
-0"
O
C
MA
X
,
T
Y
P
MA
X
.
4'
-0"
BRACING SPLICE
FLANGE BRACING
3 SCREWS EACH END
GYPSUM BOARD WHERE OCCURS
STUD
TRACK BLOCKING (@ SPLICE ONLY)
MIN. 3 SHEET METAL SCREWS PER
BLOCK @ JOISTED CEILINGS ONLY
PARTITION STUDS
TRACK BLOCKING (@
SPLICE ONLY) BEND
ENDS UP & SCREW TO
STUD
(1) SCREW PER STUD
FLANGE BRACING
DETAIL B SECTION -BRACING SPLICE DETAIL C PLAN -BRACING SPLICE
C
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.
FLANGE BRACING: 20
GA. 1 1/2" WIDE
METAL STRAP OR 1
1/2" COLD-ROLLED
CHANNEL
TRACK BLOCKING (@
SPLICE ONLY)
FLOOR SLAB
WALL MATERIAL
UNDERSIDE OF
STRUCTURE
DETAIL A - SECTION
NOTE:
HORIZONTAL BRACING SHALL BE PROVIDED WHERE GYPSUM BOARD IS ABSENT ON ONE OR BOTH SIDES OF WALL
OR IT DOES NOT EXTEND TO THE STRUCTURE ABOVE. THIS IS TO PROVIDE RESISTANCE TO BENDING AND ROTATION
ABOUT THE MINOR AXIS. PROVIDE BLOCKING @ 8'-0" O.C AT STUD SPACE AND MAXIMUM 2'-0" O.C VERTICAL SPACING
WHERE GYPSUM BOARD OCCURS ON SINGLE FACE, EXTEND STRAPS AND BLOCKING FULL HEIGHT @ 2'-0" O.C
MAXIMUM. BRACE SHALL BE LOCATED AT THE POINT OF TERMINATION OF GYPSUM BOARD AND JUST BELOW THE
SLIP JOINT AT TOP. IF GYPSUM BOARD IS PRESENT ON ONE SIDE, THE STRAP BRACING MAY BE OMITTED ON THAT
SIDE. BLOCKING AT EACH RUN TERMINATION REQUIRED UNLESS WELDED; BOXED KING STUD OCCURS AT
TERMINATION OF STRAPPING.
NOTE : REFER TO WALL TYP FF FURRING WALL
ON DETAIL 2/A511
TYP.
2"x2" ANGLE, SAME GAGE AS
METAL STUD
METAL STUD STANDARD WEB
PUNCHOUT
CRC MAY BE PLACED EITHER FLANGE UP OR FLANGE DOWN.
1~8"x16 GA CRC -COLD
ROLLED CHANNEL @
4'-0"o.c. HORIZONTALLY
2"x2" ANGLE, SAME GAGE AS METAL
STUD WITH 4#10 -~8" PAN HEAD
SCREWS
TYPICAL SCREWED
STUD BRIDGING
NOTE:
FOR METAL STUD TYPE AND SPACING
PER WALL TYPE.
1~8"x16 GA CRC -COLD ROLLED
CHANNEL @ 4'-0"o.c. HORIZONTALLY
METAL STUD STANDARD WEB
PUNCHOUT
STUD BRIDGING
TYPICAL WELDED
~8"
FOR METAL STUD TYPE AND
SPACING SEE WALL TYPE.
1-12
EACH SIDE WHERE
TRACKS DO NOT OCCUR
PROVIDE 16 GAUGE TRACK EACH
SIDE OF JAMB WHERE LINTEL SPAN
IS > 6'-0" AT LOAD BEARING WALLS
1-121/8
EACH SIDE WHERE
TRACKS OCCUR
ALL INTERIOR WALLS:
2-600S200-54 (33KSI)
1/2" MIN.
1/
2
"
EQ
.
EQ
.VA
R
I
E
S
VARIES
6"
MA
X
.
D
EQ
EQ
3/
4
"
M
I
N
.
WIDTH
STUD
MINUS 3/16"
JAMB DEPTH
3/
4
"
M
I
N
.
3/
4
"
M
I
N
.
WIDTH
STUD
F R A M E F A C E
M I N U S 3 /1 6
M I N U S 3 /1 6
F R A M E F A C E12"M I N .
5 /8 "M A X .
NOTE 1:
OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2'-0" FOR
GYP. WALLBD. OR 16" FOR PLASTER PARTITION.
SECTION B
VERTICAL STUDS @ 2'-0"
MAX. W/GYPSUM WALLBD. 1'-4"
W/GYPSUM LATH & PLASTER
DOUBLE STUDS FOR SUPPORTING
CONC. BACKER BOARD.
PROVIDE CONTINUOUS BRACING
WHEN STUDS EXCEED 10'-0"
[3048mm] & ARE FINISHED BOTH SIDES
JAMB ANCHOR CLIPS 3 PER SIDE -
COORDINATE W/HINGE REINFORCEMENT.
DETAIL D
SEE NOTE 1
RUNNER BET. STUDS
SEE
DOOR
SCHEDULE
SHIM AS
REQ'D.
SEC. B
GYPSUM
WALLBD. PANELS
CONTROL JOINT
ISOMETRIC OF CONSTR. JT.
ELEVATION AT DOOR FRAME
DETAIL D
PROVIDE SOUND
DEADENING WHERE REQ'D.
SANITARY
STOP
METAL DOOR FRAME
METAL ANCHOR CLIP
SHIM AS REQ'D.
DETAIL C
JAMB
ANCHOR
SECTION A
DOUBLE
STUDS
DETAIL C
JAMB ANCHORS
(FURNISHED WITH FRAME)
MET.
DOOR
FRAME
1/2" CONST JOINT
[13mm]
CRIPPLE STUD DO NOT
ANCHOR TO BEARING
STUD
A A
DUCT OPENING
DETAIL C SLOTTED TOP TRACK
SLOTTED CLG TRACK,
16 GAUGE, SEE DETAIL B
#8 SCREW CENTER OF SLOT
PER PRE-APPROVAL
16 GA. RUNNER TRACK FASTEN TO
STRUCTURE W/ 1.77" DIA. X 1 1/4"
SHOTPINS SPACED AT 24" O.C. MAX.
T.O. STUD
09110 16 GA
TOP TRACK1/4"
TYP.
1" TYP.
1
1
/
2
"
TY
P
.
0'
-
1
"
PARALLEL TO FLUTES
USE METAL-LITE, INC
"SLOTTED TRACK
SYSTEM", OR SLIPT RACK
SYSTEMS, INC "SLP-TRK"
DO NOT ATTACH TO
BOTTOM
CORD OF TRUSS
DETAIL B
RER TO DETAIL 10/A515
16 GA. RUNNER TRACK FASTEN TO STRUCTURE
W/ .177" DIA. X 1 1/4" SHOTPINS SPACED AT 24"
O.C. MAX.
FASTEN STUD TO TRACK WITH (1) #
8 SMS TYP.
FLOORING
2"X2"X12" LONG
16GA. STL. ANGLE
SPAN 2 FLUTES
4"X18GA.
DIAGONAL BRACE
(2) #10 X 1"
SMS EACH BRACE
ANCHOR TO DECK W/ (2) #
12 SMS (SHOT-IN ANCHORS AT
CONCRETE DECK)
CONT.
RUNNER
TRACK
CEILING WHERE
OCCURS
SEE PLAN FOR WALL
TYPE
45.00°
6"
1 1/2" = 1'-0"8
TYPICAL PARTITION
BRACING
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
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C
JOHNNY C. LU
C-30396
6/30/2027
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
INTERIOR
PARTITION
FRAMING
DETAILS
A510
3" = 1'-0"1BACKING DETAIL
3" = 1'-0"3
TYPICAL NON-LOAD BEARING
PARTITION WALL
3" = 1'-0"4
LINTEL/CONNECTION TO
JAMB
3" = 1'-0"5WALL BRACING DETAIL
3" = 1'-0"11METAL STUD BRIDGING
3" = 1'-0"7TYP. STUD JAMB SECTION
1 1/2" = 1'-0"6
PARTITION FRAMING FOR
DOOR DETAIL
3" = 1'-0"10
WALL ANCHORAGE TO
STRUCTURE
3" = 1'-0"9
WALL ANCHORAGE TO
FLOOR
20'-1" TO 25' 1 5/8" X 6" X 18GA. (4) #10 EACH END
16'-1" TO 20' 1 3/8" X 6" X 18GA. (4) #10 EACH END
12'-1" TO 16' 1 3/8" X 4" X 20GA. (3) #10 EACH END
6'-1" TO 12' 1 1/4" X 3 5/8" X 20GA. (3) #10 EACH END
6' OR UNDER 1 1/4" X 3 5/8" X 20GA. (3) #10 EACH END
BRACING LENGTH SIZE SCREWS
30'-1" TO 45'-0" 2 1/2" X 8" X 14 GA. @ 16" O.C.
26'-1" TO 30'-0" 1 1/4" X 6" X 16 GA. @ 16" O.C.
20'-1" TO 26'-0" 1 1/4" X 6" X 18 GA. @ 16" O.C.
18'-1" TO 20'-0" 1 1/4" X 3 5/8" X 20 GA. @ 16" O.C.
15'-1" TO 18'-0" 1 1/4" X 3 5/8" X 20 GA. @ 16" O.C.
0' TO 15'-0" 1 1/4" X 3 5/8" X 20 GA. @ 16" O.C.
HEIGHT BETWEEN SUPPORTS ICC-ESR-3064P INTERIOR METAL STUD
SIZE & SPACING
REMARK
INTERIOR METAL STUD SCHEDULE
NOTE: REFER TO STRUCTURAL DRAWING
FOR MORE DETAIL INFORMATION
NOTE: REFER TO STRUCTURAL DRAWING
FOR MORE DETAIL INFORMATION
SE
E
M
A
N
U
F
A
C
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F
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N
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N
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48
"
M
A
X
.
A
.
F
.
F
.
T
O
℄
OF
H
A
N
D
L
E
PLAN SECTION
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 INSUL
WHERE OCCURS
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
SEE MANUFACTURER
FOR ROUGH OPENING
5/8" GYP. BD. BEHIND
CABINET
RATED PARTITION
AS SCHEDULED
ONLY IN PUBLIC AREA
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
LH4
SEE PLAN
4" STUDS
STRUCTURE ABOVE
CEILING WHERE OCCURS
LOW WALL SEE STRUCTURAL
DRAWING FOR MORE
INFORMATION
WALL FINISH PER
FINISH
SCHEDULE
WALL ANCHORAGE SEE
STRUCTURAL DRAWING
FF4
WALL FRAMING SEE A510
WALL FINISH PER FINISH SCHEDULE
CONTINUOUS SEALANT BOTH
SIDES (FINISH
FLUSH W/ PARTITION)
3 5/8" STUDS
STRUCTURE ABOVE
1 LAYER 5/8" GYP. BD.
WATER RESISTANT GYP BD. AT
RESTROOM AND WALL TILE FINISHES)
PROVIDE METAL STUD BRACING 11/A511
@4' O.C
A515
10 TYP
A510
9 TYP
+/-13'-0"
FH4 3 5/8" STUDS
STRUCTURE ABOVE
CEILING AS OCCURS
METAL STUD, SEE SCHEDULE PER
SHEET A510 FOR SIZE
1 LAYER 5/8" TYPE X GYP BD
WALL FINISH PER FINISH SCHEDULE
CONT SEAL TYP EACH
SIDE FINISH FLUSH W/GYP BD
AB
O
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C
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6
"
OPEN CEILING
FH4A 3 5/8" STUDS WITH
ACOUSTICAL INSULATION
A515
10 TYP
SE
E
C
E
I
L
I
N
G
P
L
A
N
A510
9 TYP
5/8" TYPE X GYP BD
(WATER RESISTANT GYP BD. AT
RESTROOM AND WALL TILE FINISHES)
+/-13'-0"
PH4 3 5/8" STUDS
STRUCTURE ABOVE
CEILING AS OCCURS
METAL STUD, SEE SCHEDULE PER
SHEET A510 FOR SIZE
1 LAYER 5/8" TYPE X GYP BD EACH SIDE
WALL FINISH PER FINISH SCHEDULE
CONT SEAL TYP EACH
SIDE FINISH FLUSH W/GYP BD
AB
O
V
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C
E
I
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I
N
G
6
"
PH4A 3 5/8" STUDS WITH
ACOUSTICAL INSULATION
A515
10 TYP
SE
E
C
E
I
L
I
N
G
P
L
A
N
A510
9 TYP
+/-13'-0"
PARTITION TYPE GENERAL NOTES
THE "PARTITION TYPE TAG", ILLUSTRADED BELOW, REPRESENTS THE COMPLETE
EXTENT OF ALL PARTITIONS INDICATED BY THE SYMBOL ON THE FLOOR PLANS, AND
OTHER DRAWINGS IN THE PROJECT DOCUMENTS. REFER TO PARTITION TYPE
DETAILS INDICATED BY THE "PARTITION TYPE" CHARACTER ON THE TAG, FOR
EXAMPLE: DETAIL "TYPE A".
REFER TO THE FIRE RATING LEGEND FOR THE FIRE RESISTANCE CLASSIFICATION
NOTED BY THE "FIRE RATING INDICATION" ON THE TAG, FOR EXAMPLE: "1"=60 MIN
FIRE-RESISTANCE RATED ASSEMBLY.
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 THE "PARTITION TYPE MODIFIER" NOTES BELOW, WHICH APPLY TO EACH
PARTITION WHERE MODIFIER CHARACTER(S) ARE SHOWN ON THE TAG.
REFER TO THE "PARTITION KEYNOTES" AS INDICATED, WHICH APPLY TO EACH
PARTITION WHERE KEYNOTE CHARACTER(S) ARE SHOWN ON THE TAG.
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.
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.
PW4 3 5/8" STUDS
STRUCTURE ABOVE
CEILING AS OCCURS
2 1/2" CT STUD AT 24" OC.
1 LAYER 5/8" TYPE X GYP BD
WALL FINISH PER FINISH SCHEDULE
CONT SEAL TYP EACH
SIDE FINISH FLUSH W/GYP BD
AB
O
V
E
C
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G
6
"
STOREFRONT
PW4A 2 1/2 STUDS WITH
ACOUSTICAL INSULATION
A515
10 TYP
SE
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P
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A
N
1" LAYER 5/8" TYPE X GYP
BD PAINT BLACK (MATTE)
A510
9 TYP
+/-13'-0"
SECTION A-A
1. WALL ASSEMBLY -THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400
SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE
FOLLOWING CONSTRUCTION FEATURES:
A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.
WOOD STUDS TO CONSIST OF NOM 2 IN. BY 4 IN. (25 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM)
OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8
IN. (92 MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* -NOM 5/8 IN. (16 MM) THICK, 4 FT (122 CM) WIDE WITH SQUARE OR TAPERED
EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND
SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN
THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 14-1/2 IN (368 MM) FOR WOOD
STUD WALLS AND 18 IN. (457 MM) FOR STEEL STUD WALLS.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS 1 HR WHEN INSTALLED IN A 1 HR FIRE RATED
WALL AND 2 HR WHEN INSTALLED IN A 2 HR FIRE RATED WALL.
2. THROUGH PENETRANTS -ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN THE FIRESTOP
SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE
FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED:
A. STEEL PIPE -NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. COPPER TUBING -NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
C. COPPER PIPE -NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
3. PIPE COVERING* -NOM 1 IN. OR 2 IN. (25 MM OR 51 MM) THICK HOLLOW CYLINDRICAL HEAVY DENSITY
GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS
SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS
SEALED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN NOM 1
IN. (25 MM) THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE
CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/4 IN.
TO MAX 3/8 IN. (6 MM TO MAX 10 MM). WHEN NOM 2 IN. (51 MM) THICK PIPE COVERING IS USED, THE
ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD
LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/2 IN. TO MAX 3/4 IN. (13 MM TO MAX 19 MM).
SEE PIPE AND EQUIPMENT COVERING -MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS DIRECTORY
FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS
AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A
SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 3/4 HR WHEN NOM 1 IN. (25 MM) THICK PIPE COVERING
IS USED.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 1 HR AND 1-1/2 HR WHEN NOM 2 IN. (51 MM) THICK PIPE
COVERING IS USED WITH 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY.
4. FIRESTOP SYSTEM -INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE DETAILS OF
THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:
A. FILL,VOID OR CAVITY MATERIALS* -WRAP STRIP -NOM 1/4 IN. (6 MM) THICK INTUMESCENT
ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. (51 MM)
WIDE STRIPS. NOM 2 IN. (51 MM) WIDE STRIP TIGHTLY WRAPPED AROUND PIPE COVERING (FOIL
SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR
ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX 1-1/4 IN.(32 MM) SUCH THAT
APPROX 3/4 IN. (19 MM) OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALL SURFACE. ONE
LAYER OF WRAP STRIP IS REQUIRED WHEN NOM 1 IN. (25 MM) THICK PIPE COVERING IS USED. TWO
LAYERS OF WRAP STRIP ARE REQUIRED WHEN NOM 2 IN. (51 MM) THICK PIPE COVERING IS USED.
3M COMPANY -FS-195+
B. FILL,VOID OR CAVITY MATERIALS* -CAULK OR SEALANT -MIN 1/4 IN. (6 MM) DIAM CONTINUOUS
BEAD APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP
STRIP LAYER APPROX 3/4 IN. (19 MM) FROM THE WALL SURFACE.
3M COMPANY -CP 25WB+, IC 15WB+, FIREDAM 150+ CAULK OR FB-3000 WT SEALANT
*BEARING THE UL CLASSIFICATION MARKING
SYSTEM NO.W-L-5001
MAY 19, 2005
F RATINGS -1 AND 2 HR (SEE ITEM 1), T RATINGS -3/4, 1 AND 1-1/2 HR (SEE ITEM 3)
L RATING AT AMBIENT -2 CFM/SQ FT, L RATING AT 400 F -LESS THAN 1 CFM/SQ FT
4B
3
A
2
4A
2 3
A
4A 4B
1B1A
MAX PIPE OR CONDUIT DIAM IN. (MM)F RATING HR T RATING HR
1 (25)1 OR 2 0+, 1 OR 2
1 (25)3 OR 4 3 OR 4
4 (102)1 OR 2 0
6 (152)3 OR 4 0
12 (305)1 OR 2 0
SYSTEM NO.W-L-1001
JUNE 15, 2005
F RATINGS -1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3), T RATINGS -0, 1, 2, 3, AND 4 HR (SEE ITEM 3)
L RATING AT AMBIENT -LESS THAN 1 CFM/SQ FT, L RATING AT 400 F -LESS THAN 1 CFM/SQ FT
1. WALL ASSEMBLY -THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR
PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION
FEATURES:
A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL
CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC
WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92
MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* -NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED
EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET
ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE
DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM).
2.THROUGH PENETRANT -ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR
ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND
PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING
TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES,
CONDUITS OR TUBING MAY BE USED:
A. STEEL PIPE -NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE -NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM
12 IN. (305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.
C. CONDUIT -NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER)
STEEL ELECTRICAL METALLIC TUBING
D. COPPER TUBING -NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING
E. COPPER PIPE -NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
F. THROUGH PENETRATING PRODUCT* -FLEXIBLE METAL PIPING -THE FOLLOWING TYPES OF STEEL FLEXIBLE
METAL GAS PIPING MAY BE USED:
1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
OMEGA FLEX INC
2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
TITEFLEX CORP
A BUNDY CO
3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
WARD MFG INC
3. FILL,VOID OR CAVITY MATERIAL* -CAULK OR SEALANT -MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32,48 AND 64 MM)
THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH
BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE
AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL
ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND
THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW:
+WHEN COPPER PIPE IS USED, T RATING IS 0 HR.
3M COMPANY -CP 25WB+ CAULK OR FB-3000 WT SEALANT,
*BEARING THE UL CLASSIFICATION MARKING
SECTION A-A
3
2
3
1A
1BA
A
B -PARALLEL TO ROOF STRUCTURE
A - PERPENDICULAR TO ROOF STRUCTURE
ROOF SHEATHING
SUB-PURLIN
FOUR (4) #10 SCREW
2-1/2" EMBED
FOUR (4) #10 SCREW
2-1/2" EMBED
ROOF SHEATHING
SUB-PURLIN
2X BLOCKING
(3) #8 S.M.S.
2-1/2" X 2-1/2" X 16
GA. CLIP
EXISTING ROOF
JOISTS
MTL. STUD FRAMING
(SEE SOFFIT DETAIL)
3 -#8 SCREWS
WITH 1-1/2" EMBED
600 S 137 -43 MTL.
STUDS BOTH SIDES
OF STUD FRAMING
ROOF SHEATHING
(3) #8 S.M.S.
2-1/2" X 2-1/2" X 16
GA. CLIP
(E) ROOF
SHEATHING.
600 S 137 -43 METAL
STUDS BOTH SIDES
OF STUD FRAMING
(3) #8 SCREWS
WITH 1-1/2"
EMBED
EXISTING 2X
JOISTS
STUDS PERPENDICULAR TO FRAMING (WOOD DECK)
STUDS PARALLEL TO FRAMING (WOOD DECK)
1 1/2" = 1'-0"12WALL - NON-INSULATED PIPE
1 1/2" = 1'-0"13WALL - INSULATED PIPE
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
INTERIOR
PARTITION
TYPES AND
DETAILS
A511
1 1/2" = 1'-0"7
FIRE EXTINGUISHER
CABINET @ RATED WALL
1 1/2" = 1'-0"6
WALL PENETRATION
DETAILS
1 1/2" = 1'-0"5WALL TYPE LH - LOW WALL
1 1/2" = 1'-0"2
WALL TYPE- FF - FULL HT.
FURRING
1 1/2" = 1'-0"1WALL TYPE- FH - FULL HT
1 1/2" = 1'-0"3WALL TYPE- PH
N O T U S E D
1 1/2" = 1'-0"4WALL TYPE- PW
3" = 1'-0"9
SOFFIT STUDS TO FRAMING
(WOOD DECK)
3" = 1'-0"8BRACING DETAIL
NOTE: REFER TO STRUCTURAL DRAWING
FOR MORE DETAIL INFORMATION
NOTE: REFER TO WALL BRACING DETAIL FOR
THE FURR WALL ON DETAIL 5/A510
NOTE:
1. 12 GA, (MIN) HANGER VARIES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING ALONG MAIN RUNNERS.
2. PROVIDE 12 GA, HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR
WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF HE CEILING AREA, END
CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED HORIZONTAL FORCES MAY BE
USED IN LIEU OF THE 12 GA, HANGER WIRES.
3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING,
PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS,SOFFITS OR DISCONTINUOUS
AREAS,HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES.
4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS LEAST 3/4"
FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS
RUNNERS SHOULD BE FREE AND A MINIMUM OF 3/4" CLEAR OF WALL.
5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT
WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A
METAL STRUT OR A 16GA, WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE
PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT
REQUIRED.
6. PROVIDE SETS OF FOUR 12 GA SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER. THE SLOPE OF
THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT
CAUSING THE CEILING TO LIFT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED.
7. FASTEN HANGER WIRES WITH NOT LESS THAN THREE TIGHT TURNS, FASTEN BRACING WIRES WITH FOUR TIGHT TURNS.
MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2" INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE
SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE
DIRECTION OF THE FORCES ACTING ON THE WIRE.
8. SEPERATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES,
CONDUITS, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT
EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO OSHPD.
9. WHEN DRILLED -IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER
WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE
USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD-TESTED FOR 440 POUNDS OF TEN-SION. SHOT IN ANCHORS IN
CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT-IN OR DRILLED-IN ANCHOR FAILS, ALL ADJACENT
ANCHORS MUST BE TESTED.
10. 1ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT
OF THE FIXTURES.
11. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE
SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY-DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM
OF TWO 12 GA, SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE
STRUCTURE ABOVE, ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR
RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY
SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA, WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE
REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA, WIRES INCLUDING THEIR ATTACHMENT TO
THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.
12. SUPPORT SURFACE-MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES
PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURES (SEE
ALSO NOTE 10 ABOVE PROVIDE ADDITONAL SUPPORT WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER.
13. SUPPORT PENDANT-MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRCUTURE ABOVE WITH HANGER WIRES OR CABLES
PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURES.(SEE
ALSO NOTE 10 ABOVE)
14. ALL CEILING SUSPENSION SYSTEM COMPONENTS SHALL BE" HEAVY DUTY" TYPE WITH COMPONENTS PARTS AS LISTED
BELOW.
15. ACOUSTICAL CEILING GRID EXPANSON JOINTS AS NEEDED DEPENDING ON CEILING AREA PER CODE.
16. STABILIZER BARS, CROSS TEES OR OTHER SUITABLE MEANS O PREVENT SPREADING SHALL BE PROVIDED WITHIN 8" OF
EACH WALL
17. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE
CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS.
18. CEILING CLOUDS: PROVIDE HANGING WIRES, BRACE AND COMPRESSION STRUT AS DETAILED. IN ADDITION PROVIDE BRACE
WIRES AND COMPRESSION STRUT AT EACH CORNER, REGARDLESS OF THE TYPE OF THE CLOUD.
12 GA. BRACING WIRE WITH MIN.
TIGHT TURNS IN 1 1/2" BOTH
ENDS OF WIRE. TYPICAL SEE
DETAIL 2FOR ANCHORING TO
DECK
12 GA . VERT . HANGER WIRE SET
CEILING GRID LEVEL PRIOR TO
FASTENING TUBE
COMPRESSION STRUT ( SEE
DETAIL 16F) OR OPTIONAL EMT
TUBING PER SCHEDULE ABOVE
2 #12 S.M.S CONNECTING
COMPRESSION STRUT TO T-BAR
GRID
TYP. 12 GA. VERTICAL HANGER
WIRE @ 4'-0" EACH WAY WITH
MIN. 3 TIGHT TURNS IN 1 12" BOTH
ENDS OF WIRE. SEE DETAIL 2
FOR ANCHORING TO DECK
MAIN RUNNER
CROSS RUNNERSUSPENDED CEILING NOTES:
A SET OF FOUR SPLAY WIRES SHALL BE
PROVIDED FOR EACH 96 S.F. OF TRIBUTARY
AREA, FIRST SET OF SPLAY WIRES SHALL BEV
WITHIN 4"-0" FROM ANY WALL, PROVIDE
COMPRESSION STRUT AT EACH SPLAY WIRE
LOCATION
OPTIONAL ELECTRICAL METALLIC TUBING (EMT) SCHEDULE
SIZE (DIAMETER)L (MAX. HEIGHT)
1/2"
3/4"
1"
1 1/4"
1 1/2"
2"
4'-0"
5'-2"
6'-6"
8'-6"
9'-10"
12'-0"
STRUTS OTHER THAN EMT, MAY REQUIRE ENGINEERING
CALCULATIONS,-CONTRACTOR IS RESPONSIBLE TO
CONTRACT A LISENCED STRUCTURAL ENGINEER AND
SUBMIT CALCULATIONS
SLOT END OF TUBE
OR POST TO FIT
OVER MAIN RUNNER2" TYP.6"
M
A
X
.
16 I TYPICAL LAYOUT PLAN GRID CEILING
16 H 2'X4' GRID OR 2' X 5' GRID
FIRE SPRINKLER HEADS , SPEAKERS, SMOKE
DETECTORS,SIGNAL DEVICES, AND ANY OTHER CEILING
FIXTURES SHALL BE PRECISELY LOCATED AS FOLLOWS:
a ) IN ALIGNMENT WITH AIR DIFFUSERS AND EACH
OTHER, AS SHOWN ABOVE .
b) CENTERED WITHIN TILE, AS SHOWN ABOVE.
16 G 2'X2' GRID
EQ
E
Q
EQ EQ EQ EQ
DIFFUSER
LIGHT
FIRE SPRINKLER HEAD,SMOKE
DETECTOR OTHER CEILING
MOUNTED TYPICAL,UNLESS
INDICATED OTHERWISE
1'
-
0
"
EQ EQ EQ EQ
PERIMETER PER DETAIL 16D & 16E
12 GA HANGER WIRE @ 4' X 4' OC
MAIN RUNNERS
COMPRESSION STRUT W/BRACE
WIRES PER DETAIL 16F THIS
SHEET
EXPANSION JOINTS @ CORRIDOR
INTERSECTIONS PROVIDE PER
DETAIL 16B THIS SHEET
CROSS RUNNERS
LIGHT FIXTURE ATTACHED PER
DETAIL 16C THIS SHEET
NOTE: ALL MAIN AND CROSS RUNNERS TO BE HEAVY DUTY MEMBERS
4'-0" MAX @ RATED CLG
6'-0" MAX.
COMP POST & BRACE WIRE
12'-0" MAX.
4'
-
0
"
M
A
X
@
R
A
T
E
D
C
L
G
6'
-
0
"
M
A
X
.
CO
M
P
P
O
S
T
&
B
R
A
C
E
W
I
R
E
12
'
-
0
"
M
A
X
.
6" MAX.
SEE DETAIL 2 & 3 THIS
SHEET FOR ALL WIRE &
STRUT CONNECTIONS TO
DECK
2"
16 E FIXED SIDE
16D FREE SIDE
2"
1"
SEE DETAIL 16 FOR TYPICAL
NOTES, CALLOUTS & DIMENSIONS
16 B GRID EXPANSION JOINT
16 C LIGHT FIXTURE SUPPORT
16 F COMPRESSION POST AND WIRE DETAIL
ATTACH CEILING GRID MEMBERS TO NOT MORE THAN (2)
ADJACENT WALLS
BACK TO BACK 2"
DEEP CHANNELS
FINISH TO A CEILING
GRID
12 GA HANGER WIRE
W/ 3 TIGHT WRAPS IN
1 1/2"
MAIN RUNNER
CEILING TILE
0' - 3"8" MAX.8" MAX.
PROVIDE 2 SUPPORT
WIRE FOR LIGHTS
LESS THAN 56 LBS & 4
FOR LIGHTS MORE
THAN 56 LBS
LIGHT FIXTURE
CEILING SYSTEM
HANGER WIRE
PROVIDE MAIN RUNNERS
AT THE BOUNDARY OF
THE CEILING SYSTEM.
PROVIDE DIRECT
ATTACHMENT FROM THE
LIGHT FIXTURE TO THE
MAIN RUNNERS
CEILING SYSTEM
HANGER WIRE
SLOTTED ANGLE
SPACER W/ HORIZ 6d
RINGSHANK HEAD
TOWARD C.L OF
SPAN.(ALT LOCATION
W/OUT SPAN.(ALT
LOCATION W/OUT
3/4"
HANGER WIRE
#12 SCREWS 1 1/4"
LONG @ EACH STUD
(3) TIGHT
TURNS IN 1/2"
GRID MEMBER
MAIN OR
SECONDARY
PERIMETER ANGLE
TO MATCH CEILING
SYSTEM
POP REVIT
CEILING TILE
LESSER OF 8" MAX OR 1/4 RUNNER LENGTH
1"
COMPRESSION POST -
METAL RACK 2 1/2" X 18 GA
12 GA HANGER WIRE W/4
TIGHT WRAPS IN 1 1/2"
MAIN RUNNER
(4) 12 GA BRACE WIRES W/3
TIGHT WRAPS IN 1
CEILING TILE
CROSS RUNNERS45° MAX.4
5
°
M
A
X
.
7'
-
0
"
M
A
X
.
SUSPENDED CEILING PER CBC SECTION 803.9.1.1, 1613.1 & ASCE 7-10 13.5.6:
a. A HEAVY TYPE OF T-BAR CEILING SHALL BE USED.
b. THE WIDTH OF PERIMETER CLOSURE ANGLE SHALL BE 2”MINIMUM IN WIDTH. IN
EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF CEILING GRID SHALL BE
ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL
DIRECTION SHALL HAVE A MINIMUM 0.75”CLEARANCE FROM THE WALL AND SHALL
REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.
c. FOR CEILING AREA EXCEEDING 1,000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE
CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS
OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL.
d. FOR CEILING AREA EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT
OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT
EXCEEDING 2,500 SQUARE FEET SHALL BE PROVIDED UNLESS STRUCTURAL
ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE
PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM
PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO
ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE
PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL
RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C.
e. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS,
PENETRATIONS SHALL HAVE A 2”OVERSIZE RING, SLEEVE OR ADAPTER THROUGH
THE CEILING TITLE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1”IN ALL
HORIZONTAL DIRECTIONS IS PERMITTED.
f. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
g. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY
OF THE CEILING.
h. SUSPENDED CEILINGS SHALL BE SUBJECT TO PERIODIC SPECIAL INSPECTION
REQUIREMENTS. THE INSPECTION ENTAILS MANUFACTURER CERTIFICATION OF
COMPONENT.
2" MAX.2" MAX.
VARIES
3"
3/4"3"
4"
ARMSTRONG
EXPANSION SLEEVE
ARMSTRONG SEISMIC JOINT CLIP -
ATTACHMENT PER MANUFACTURE
RECOMMENDATIONS
CEILING SYSTEM HANGER WIRE
CEILING SYSTEM
PROVIDE MAIN RUNNERS AT THE
BOUNDRY OF THE CEILING SYSTEM.
PROVIDE DIRECT ATTACHMENT FROM THE
LIGHT FIXTURE TO THE MAIN RUNNERS
CEILING SYSTEM HANGER WIRE
LIGHT FIXTURE
PROVIDE (2) SUPPORT WIRES FOR
LIGHTS LESS THAN 56 LBS & (4) FOR
LIGHTS MORE THAN 56 LBS
MIN FIXTURE SPACE
TO PREVENT CONFLICT
BETWEEN ADJ FIXTURES
OR WALLS DURING MAX
ALLOWABLE SWING
COUPLING NUT
SUSPENSION CABLE
OR ROD -45° MAX
SWING ALLOWED
THREADED ROD
EXP BOLT
(4) BRACE WIRES
BRACE WIRE
STEEL CLIP 3'
WIDE x 4" LONG x 12 GA
WALL STUD
(2) #12 SCREWS x
1" LONG
4" STUD x 16 GA.
(2) #8 x 1/2" SELF
TAPING SCREWS
4"
MI
N
.
3
3
/
4
"
MI
N
.
BRACE WIRE
WALL STUD
12 GA STEEL CLIP
(4) #12 SELF TAPING
SCREWS x 1" LONG
1-1/
4
"
M
I
N
.
1-1/4"
MIN. E
M
B
E
D
WITHIN 2'-0"
15C COMPRESSION STRUT TO STRUCTURE
3" = 1'-0"
15B BRACE WIRE TO STRUCTURE
3" = 1'-0"
15A HANGER WIRE TO STRUCTURE
3" = 1'-0"
15D BRACE WIRE IN PURLIN
3" = 1'-0"
SPLAYED BRACE WIRE
3" X 1/4" CLOSED SCREW
EYE (ESR-4272) WITH MIN.
1-1/4" INTO WOOD AT
ANGLE OF THE WIRE
3 TIGHT TURNS IN 1 1/2"
45° MAX
3 TIGHT TURNS IN 1 1/2"
VERTICAL HANGER WIRE
WOOD SHEATHING
WOOD FRAMING/
BLOCKING WHERE
REQUIRED
3" X 1/4" CLOSED
SCREW EYE (ESR-4272)
WITH MIN. 1-1/4" INTO
WOOD AT ANGLE OF
THE WIRE
WOOD SHEATHING
(WOOD DECK)(WOOD DECK)(WOOD DECK)
PLEASE NOTE:
PANELIZED WOOD ROOF SYSTEM:
1.SECURE WIRES TO WOOD BEAMS/ METAL JOIST AS OCCURS. DO NOT ANCHOR FROM 2X4 SUB-PURLINS. CONTRACTOR MAY ANCHOR WITHIN 2'-0"
OF SUPPORT MEMBER WHERE 2X6 SUB-PURLIN ARE PROVIDED. SEE DETAIL 15D
2.PROVIDE 2X6 BLOCKING WHERE REQUIRED.
SUPPORT MEMBER
2X6 SUB-PURLIN
WOOD SHEATHING
WOOD FRAMING/
BLOCKING WHERE
REQUIRED
#10 SCREW EA SIDE
CUT FLANGE & BEND
COMPRESSION POST
WOOD SHEATHING
2-#10 W/ 1 1/2"
EMBED SCREWS
WOOD FRAMING/
BLOCKING WHERE
REQUIRED
2"
(2) #10 SCREWS @
BLOCKING
#8 SCREWS EACH SIDE
ROOF SHEATHING2X BLOCKING @ 24" O.C.
WITH 'U' HANGER
STUDS @ 16" O.C. -SEE
1/A510
2"ROOF SHEATHING
#8 SCREW EACH SIDE
16 GA. CONT. METAL
TRACK
(2) #10 SCREWS @ 24" O.C.
2X FRAMING
STUDS @ 24" O.C.
-SEE 1/A510
250S125-33 @ 16" OC
400S125-33 @ 16" OC
400S125-33 @ 12" OC
400S162-33 @ 16" OC
600S137-33 @ 16" OC
600S162-33 @ 12" OC
600S162-54 @ 12" OC 14'-0"
12'-5"
10'-2"
10'-2"
8'-6"
7'-10"
6'-11"
UNBRACED BRACED @ MIDSPAN
8'-9"
10'-11"
11'-11"
13'-9"
14'-6"
18'-0"
20'-0"
CEILING JOIST SPAN TABLE
ALLOWABLE SPANS
LEDGER; 16 GA. CONT. MTL TRACK
(3) #8 S.M.S. PER STUD
STEEL STUD WALL, SEE PLAN
CEILING JOIST FRAMING, SEE SCHEDULE
1.ISS-ESR-3064P (20 GA. STUDS, L/360, 13 PSF)
2.VERIFY LOADING: MAXIMUM JOIST SPACING IS 1'-4" O.C.
#8 SCREWS T & B
GRID MAIN BEAM
HANGER WIRE
GRID SYSTEM
CROSS TEE
5/8" GYPSUM BOARDEXPANSION
JOINT
WALL ANGLE
MAIN BEAM
ADAPTER CLIP
5/8" GYPSUM BOARD7/8"
8" MAX
HANGER WIRE
(3) TIGHT TURNS IN 1 1/2"
#12 SCREWS
X 1 1/4"
LONG @
EACH STUD
ATTACH CEILING GRID MEMBERS TO NOT MORE THAN (2) ADJACENT WALLS (IR-M3-1.4)
SEISMIC PERIMETER CLIP SCREW TIGHTENED
THROUGH MAIN RUNNER WEB RESTRICTING
SEPARATION FROM WALL MOLDING (ICC# ESR-1222)
CEILING TILE
MAIN OR CROSS TEE
3/4"
8" MAX
CEILING TILE
WALL ANGLE
1 1/2" TOTAL TRAVEL
HANGER WIRE
2"
MAX.
2"
MAX.
4
5
°
M
A
X
.
45°
MAX.
CROSS RUNNERS
GYPSUM BOARD
(2) #12 SCREWS
(4) 12 GA. BRACE WIRES
WITH 3 TIGHT WRAPS IN A 1
1/2" DISTANCE
MAIN
RUNNER
12 GA. HANGER WIRE WITH 4 TIGHT
WRAPS IN A 1 1/2" DISTANCE
SEE DETAIL 15 THIS SHEET
FOR ALL WIRE & STRUT
CONNECTIONS TO DECK
COMPRESSION POST -SEE
TABLE IN DETAIL 21 THIS
SHEET.
HANGER & BRACE WIRE
SHALL BE WITHIN 2"
OF COMPRESSION POST
7'
-0"
M
A
X
.
2"
MAX.
2"
MAX.
4
5
°
MA
X
.
4 5 °M A X .
CROSS RUNNERS
CEILING TILE
(2) #12 SCREWS
(4) 12 GA. BRACE WIRES
WITH 3 TIGHT WRAPS IN A 1 1/2"
DISTANCE
MAIN
RUNNER
12 GA. HANGER WIRE WITH 4 TIGHT
WRAPS IN A 1 1/2" DISTANCE
SEE DETAIL 15 THIS SHEET
FOR ALL WIRE & STRUT
CONNECTIONS TO DECK
COMPRESSION POST -SEE
TABLE IN DETAIL 21 THIS
SHEET.
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
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E
R
I
A
L
A
P
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E
A
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I
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G
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I
N
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T
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A
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A
N
D
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B
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D
W
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A
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A
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A
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OR
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
TYPICAL
CEILING
DETAILS
A515
1 1/2" = 1'-0"1TYPICAL T-BAR CEILING #1
1/4" = 1'-0"2
TYPICAL T-BAR CEILING
DETAIL 4
1 1/2" = 1'-0"3TYPICAL T-BAR CEILING
3" = 1'-0"4
GRID EXPANSION JOINT
(ACT)
3" = 1'-0"5
LIGHT FIXTURE SUPPORT
(ACT & GYP. BD.)
3/4" = 1'-0"6PENDANT FIXT. BRACE
1" = 1'-0"7ATTACHED BETWEEN STUDS
1" = 1'-0"8ATTACHED TO STUDS
3" = 1'-0"9
ATTACHMENT TO DECK
STRUCTURE
3" = 1'-0"10
STUDS PARALLEL TO
FRAMING (WOOD DECK)
3" = 1'-0"11
STUDS PERPENDICULAR TO
FRAMING (WOOD DECK)
1" = 1'-0"12
CEILING FRAMING(NON-LOAD
BEARING)
3" = 1'-0"13EXPANSION JOINT (GYP. BD.)
3" = 1'-0"14
GRID ATTACHMENT (GYP.
BD.)
3" = 1'-0"15
GRID ATTACHMENT (ACT
FIXED SIDE)
3" = 1'-0"16
GRID ATTACHMENT (ACT
FREE SIDE)
3" = 1'-0"17
COMPRESSION POST & WIRE
(GYP. BD.)
3" = 1'-0"18
COMPRESSION POST & WIRE
(ACT)
1/
2
"
1/
4
"
HOLLOW MTL. DR.
CONT. 1/2" PREMOLDED
SLOPE PAVING AWAY
SEE SPEC'S.
FROM DOOR, 2% MAX.
EXP. JOINT FILLER
W/DOOR BOTTOM
BEYOND
FACE OF WALL
2
1
FIN. CONC. FLR.
GROUT
THRESHOLD
SADDLE
DOOR FRAME
PRESSED MET.
THRESHOLD
SOLID
SEE SPECS.
DR
.
H
E
I
G
H
T
FOR FRAMING SEE
STRUCTURAL
DRAWINGS
GYPSUM BOARD
1/2"
HOLLOW METAL FRAME
FRAME ANCHOR
CONT. WEATHER-
STRIPPING
1 15/16"VARIES 1 15/16"
FOR WALL THICKNESS
SEE FLOOR PLAN
EXT. CEM. PLASTER O/
PLYWOOD SHEATHING
CONT. SEALANT
CONT. METAL DRIP,
PAINT TO MATCH
DOOR FRAME
DOOR, SEE
SCHEDULE AND
SPEC'S.
1/
4
"
2"
1
3
/
4
"
5/
8
"
FRAME ANCHOR
CONT. WEATHER-
STRIPPING
1
1
5
/
1
6
"
1
1
5
/
1
6
"
VA
R
I
E
S
FO
R
W
A
L
L
T
H
I
C
K
N
E
S
S
SE
E
F
L
O
O
R
P
L
A
N
H.M. DOOR
SEE SCHED.
1/4"5/8"
2"
EXTERIOR
INTERIOR
1/
2
"
METAL FRAME
GYPSUM BOARD
BATT INSULATION
EXT. CEM. PLASTER O/
PLYWOOD SHEATHING
CONT. SEALANT &
BACKER ROD
℄OF STOREFRONT
AND WALL STUDS
GYP. BD.
1X CONT. NAILER
1/4" SHIM
CONTINUOUS
CORNER BEAD
CONT. CAULKING
EXT. CEM. PLASTER O/
METAL LATH O/ BLD'G
PAPER O/ PLYWOOD
SHEATING
CEILING / SOFFIT
WHERE OCCURS
CONT. DRIP SCREED-PAINT
CONT. SEALANT, TYP. COLOR
TO MATCH STOREFRONT
FACE OF PLASTER
BEYOND
ANODIZED ALUMINUM
STOREFRONT FRAME W/ DBL.
CLEAR GLASS
MATCH EXISTING
4 1/2"
WALL PARTITION - SEE
FLOOR PLAN FOR WALL
TYPESDOOR SEE
SCHEDULE
HOLLOW
METAL
FRAME
FRAME
ANCHOR
1 3/4"
SE
E
F
L
O
O
R
P
L
A
N
F
O
R
W
A
L
L
T
Y
P
E
S
VA
R
I
E
S
DO
O
R
H
E
I
G
H
T
HOLLOW METAL
FRAME
FRAME
ANCHOR
SEE PLAN FOR
WALL TYPES
FOR FRAMING SEE
STRUCTURAL
DRAWINGS
DOOR, SEE
SCHEDULE
1
3
/
4
"
1/2"
SEE FLOOR PLAN FOR WALL TYPES
VARIES
FLOORING
MATERIAL SEE
FINISH PLAN
HOLLOW METAL
FRAME (HM)
DOOR TRANSITION AS
OCCURS (SEE FINISH
SCHEDULE)
LINE OF FLOOR MATERIAL
TRANSITION, WHERE OCCURS
DOOR - SEE
SCHEDULE
1/2"
SEE WALL TYPES
VARIES 1/2"
A B C D
TG TG
TEMP
GLASS TEMP
GLASS
TYPE SPECIFICATIONS REMARKS
A
STOREFRONT
• (2) EA. FLOOR PIVOT SET
• (2) EA. TOP PIVOT SET
• (4) EA. TAPERED HEAD MORTISED CYLINDER
• (1) GLASS MOUNTED PATCH LOCK
• (1) GLASS MOUNTED PATCH KEEPER
• (2) PER DOOR LADDER STYLE DOOR PULLS
• DOOR CLOSERS
• 10" BOTTOM RAIL
B
BACK DOOR
• 1 EA. PANIC HARDWARE: BEST ACCESS 93K-7-N-15-D-S3-US19.
• 1 EA. VIEWER: IVES U698
• 1 EA. CLOSER: CORBIN RUSSWIN DC3200 US19 CLOSER WITH SILVER ALUMINUM FINISH.
• 4 EA. HINGE: TA2714TB, 4-1/2" X 4-1/2". FULL MORTISE, 5 KNUCKLE STANDARD WEIGHT WITH BALL BEARINGS.
• 4 EA. SILENCERS: IVES SR64 (4 PER DOOR)
• 2 EA. KICKPLATE: IVES 8400-PA28-12"
• 1 EA. WALLSTOP: IVES WS407CVX
• 1 EA. THRESHOLD AS REQUIRED
• 1 EA. SMOKE SEAL: REESE DS78A NEOPRENE SEAL, AS REQUIRED
• PROVIDE WEATHER SEALS AND AN
INSULATED HOLLOW METAL DOOR AT
EXTERIOR LOCATIONS ONLY.
C
TOILET ROOM
• 1 EA. PRIVACY LATCHSET: BEST ACCESS 93K-7-L-15-D-S3-US19.
• 1 EA. CLOSER: CORBIN RUSSWIN DC3200 689 CLOSER WITH SILVER ALUMINUM FINISH.
• 3 EA. HINGE: TA2714TB, 4-1/2" X 4-1/2". FULL MORTISE, 5 KNUCKLE STANDARD WEIGHT WITH BALL BEARINGS.
• 3 EA. SILENCERS: IVES SR64 (3 PER DOOR)
• 2 EA. KICKPLATE: IVES 8400-PA28-12"
• 1 EA. WALLSTOP: IVES WS407CVX (USE TRIMCO FLOOR STOP #1231-626 AS REQUIRED)
• OWNER PROVIDED CORES
• PROVIDE TOILET ROOM SIGNAGE
D
SALES/STOCKROOM
• 1 EA. PASSAGE LATCHSET: BEST ACCESS 93K-7-N-15-D-S3-US19.
• 1 EA. CLOSER: CORBIN RUSSWIN DC3200 A1* 689 CLOSER WITH SILVER ALUMINUM FINISH WITH HOLD OPEN ARM AT 90
DEGREES (USE ON NON-RATED DOORS ONLY -SEE FIRE DOOR REQUIREMENT BELOW FOR RATED DOORS)
• 3 EA. HINGE: TA2714TB, 4-1/2" X 4-1/2". FULL MORTISE, 5 KNUCKLE STANDARD WEIGHT W/ BALL BEARINGS.
• 3 EA. SILENCERS: IVES SR64 (3 PER DOOR)
• 2 EA. KICKPLATE: IVES 8400-PA28-12"
• 1EA. WALLSTOP: IVES WS407CVX (USE TRIMCO FLOOR STOP #1231-626 AS REQUIRED)
• FIRE DOOR (RATED) REQUIREMENT:PROVIDE 1 EA. CLOSER: CORBIN RUSSWIN DC3200 689 CLOSER WITH SILVER ALUMINUM
FINISH WITH REGULAR NON-HOLD OPEN ARM. PROVIDE ON RATED DOORS ONLY AS SHOWN ON DOOR SCHEDULE
• GC TO INSTALL "EMPLOYEE ONLY" SIGNAGE
GC TO VERIFY THE EXISTING DOOR HARDWARE
AND MATCH THE EXISTING DOOR COLOR AND TYPE
(E) FLOOR SLAB
DOOR. REFER TO
DOOR SCHEDULE
CORIAN 1/2"x2"
TRANSITION
THRESHOLD.
DUPONT "NATURAL
COLOR" CORIAN
SEALED CONC
FLOOR
2
1
MA
X
1/
2
"
TILE. REFER TO
FINISH SCHEDULE
A. EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT.
B. NOT USED.
C. ALL REMOVED (DEMOLISHED) DOORS TO BE RE-USED OR RELOCATED WHEN
POSSIBLE. SEE PLAN FOR RELOCATION NOTES. STORE ALL DOORS WITH
FRAMES, TRIM AND HARDWARE UNTIL COMPLETION OF THE WORK..
D. A EXIT DOOR(S) SHALL BE A MIN. OF 3'-0" X 7'-0" WITH A MINIMUM SWING OF
NINETY (90) DEGRESS. WIDTH & HEIGHT OF REQUIRED EXIT DOORWAYS TO
COMPLY WITH C.B.C. 1003.3.1 AND 1005.1.
E. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING DOOR FRAME UNITS,
SCHEDULED FOR NEW DOORS, LOUVRES, PANELS ETC.
F. ALL NEW DOOR FRAMES TO BE BY 'TIMELY', FINISH AND COLOR TO MATCH
EXISTING WITH SQUARE-EDGED TRIM (NOT TAPERED).
G. PAINT ALL FRAMES, UNLESS OTHERWISE NOTED.
H. IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL
BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR
WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75MM) FROM
THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.
J. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS (38N) FOR
EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT
RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR
FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS
MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE
REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO
THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY,
NOT TO EXCEED 15 POUNDS (66.72N), PER SECTION 1133B.2.5
K. NOT USED.
L. BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER
BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE
STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON CENTERS IN EACH CELL WITH
2/10 INCH (5.08 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM
OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. ALL SIGNS AND
IDENTIFICATION SHALL COMPLY WITH TITLE 24, SECTION 1117B.5-1117B.5.10
M. PROVIDE ROOM SIGNS FOR ALL ROOMS. SEE INTERIOR SIGN PROGRAM BY
OTHERS.
N. NOT USED.
O. UNDERCUT DOORS ONLY AS REQUIRED PER MECHANICAL PLANS, OR AS
OTHERWISE NOTED.
AL ALUMINUM
AN ANODIZED
CL CHAIN LINK
CS LEAR SEALED
CTG CLEAR TEMPERED GLASS
(E) EXISTING
FF FACTORY FINISH
FL FIRELITE GLASS
FRP FIBERGLASS REINFORCED POLYESTER
GA GALVANIZED
HC HOLLOW CORE
HF HOLLOW METAL SLIDING FOLDING
HM HOLLOW METAL STEEL
LG LEADED GLASS
(N) NEW
NR NON RATED
PT PAINT
PC POWDER COATED
PG PAINT GRADE WOOD
PH PANIC HARDWARE
PL PLASTIC LAMINATE
PO POLISHED PLATE GLASS
R REUSE / RELOCATE
SC SOLID CORE
SG STAIN GRADE WOOD
ST STEEL
SST STAINLESS STEEL
TG TEMPERED GLASS
V VINYL
WD WOOD
WI WROUGHT IRON
WG WIRE GLASS
DOOR
NUMBER FROM TO
DIMENSION
TYPE
DOOR FRAME
HARDWARE
DETAIL REMARKS
WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH HEAD JAMB THRESHOLD
01 ENTRY LOBBY 6' - 0" 7' - 8 1/4" B AL FF AL FF A 9/- NEW STOREFRONT DOOR COLOR AND STYLE TO MATCH EXISTING
02 WAITING 3' - 0" 7' - 0" D AL FF AL FF A 9/- NEW STOREFRONT DOOR COLOR AND STYLE TO MATCH EXISTING
03 KITCHEN 3' - 0" 7' - 0" A HM PT HM PT B 5/- 6/- 9/- EXTERIOR DOOR
04 SEATING SERVICE COUNTER 3' - 0" 7' - 0" C N/A N/A N/A N/A CASED OPENING WITH JAPANESE STYLE DOOR CURTAIN
05 KITCHEN SUSHI PREP. AREA 4' - 0" 8' - 0" C N/A N/A N/A N/A CASED OPENING
06 RETAIL TOILET 3' - 0" 7' - 0" A HM PT HM PT C 1/- 2/- 10/-
07 RETAIL TOILET 3' - 0" 7' - 0" A HM PT HM PT C 1/- 2/- 10/-
08 RETAIL OFFICE/STORAGE 3' - 0" 7' - 0" A HM PT HM PT D 1/- 2/-
09 SUSHI PREP. AREA RETAIL 3' - 0" 7' - 0" C N/A N/A N/A N/A CASED OPENING WITH JAPANESE STYLE DOOR CURTAIN
E01 POP-UP 3' - 0" 7' - 0" D AL FF AL FF A (E) (E) 9/- EXISTING STOREFRONT DOOR TO REMAIN. REPAIR AS REQUIRED. PROVIDE NEW LOCK
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
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
OR
D
I
S
C
L
O
S
E
D
W
I
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O
U
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T
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E
W
R
I
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E
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C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
HI
T
E
C
T
.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
DOOR
SCHEDULES &
DETAILS
A601
3" = 1'-0"4STOREFRONT HEAD
3" = 1'-0"5EXTERIOR DOOR HEAD
3" = 1'-0"6EXTERIOR DOOR JAMB
GENERAL NOTESLEGEND
6" = 1'-0"2DOOR JAM (HM)
6" = 1'-0"1DOOR HEAD (HM)
6" = 1'-0"3
TYPICAL INTERIOR DOOR
THRESHOLD DOOR HARDWARE
DOOR SCHEDULE
6" = 1'-0"10TILE/ CONC. TRANSITION
3" = 1'-0"9THRESHOLD DETAIL (GC TO SUBMIT CUT SHEET FOR REVIEW)
NOTE: EXTERIOR DOORS SHOULD BE SELF-CLOSING AND RODENT PROOFED.
A701
5
3
42
7' - 9 1/2"6' - 2"7' - 7"
1' - 6"
4'
-
0
"
6"3' - 6"
4'
-
0
"
1'
-
0
"
1' - 6"1' - 6"
4'
-
0
"
2' - 6"
4'
-
0
"
5' - 0"
4'
-
8
"
R
2
'
-
6
"
1' - 6"
3'
-
0
"
4"
1' - 6"
12
11
1310 121310
5
1 1
1 1
2% SLOPE 2% SLOPE
14
1 2
FINISH FLOOR
0' -0"
CEILING
9' -0"
3'
-
0
"
TILE
TILE
13-1/2" MIN.
17
"
M
A
X
.
11
12
54" MIN,
48" MIN.12" MAX.
19
"
M
A
X
17
"
M
I
N
1
4
FINISH FACE OF WALL
FINISH FLOOR
0' -0"
CEILING
9' -0"
3'
-
4
"
TILE
TILE17" - 18"
12" MIN
6" MAX.3' - 6"
8
18" MIN
63 10
13
FINISH FACE OF WALL
12
1
2
1-
1
/
2
"
M
I
N
FINISH FLOOR
0' -0"
CEILING
9' -0"
TILE
TILE
9"
40
"
M
A
X
T
O
R
E
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
1
10
34
"
M
A
X
.
29
"
M
I
N
.
27
"
M
I
N
.
CO
U
N
T
E
R
O
R
L
A
V
.
40
"
M
A
X
W
H
E
N
M
O
U
N
T
E
D
O
V
E
R
25" MAX.
FINISH FACE OF WALL
13
FINISH FLOOR
0' -0"
CEILING
9' -0"
TILE
TILE
11
17
"
M
A
X
.
17" - 18"
FINISH FACE OF WALL
G404
12 TYP.
B-6867
TOILET
PAPER
HOLDER
DOUBLE ROLL
DISPENSER BOBRICK
STAINLESS
STEEL
B-4221
TOILET SEAT
COVER
DISPENSER
CONTURA SERIES
SURFACE MOUNTED
DISPENSER
1 1/4"Ø
STAINLESS STEEL
BOBRICK
B-5806
SERIES
42" GRAB
BARS BOBRICK
B-5806
SERIES
48" GRAB
BARS
1 1/4"Ø
STAINLESS STEEL BOBRICK
B-254
SANITARY
NAPKIN
DISPOSAL BOBRICK
1
2
3
4
5
CODEITEM NO.MANUF.COLORNAMEDESCRIPTION
52060 SOAP
DISPENSER
SURFACE
MOUNTED
DISPENSER
GEORGIA
PACIFIC6
PAPER
TOWEL
DISPENSER
SURFACE
MOUNTED
DISPENSER
7
SURFACE MOUNTED
RECEPTACLE
SATIN
STAINLESS
STEEL
-GEORGIA
PACIFIC59488A
FRAMED
MIRROR
SURFACE
MOUNTED
CHANNEL FRAME
B-1658 BOBRICK
SANITIZER
DISPENSER
SURFACE
MOUNTED
DISPENSER
9 GEORGIA
PACIFIC52057
STAINLESS
STEEL
STAINLESS
STEEL
-
STAINLESS
STEEL
-
STAINLESS
STEEL
605B215
BATTERY POWER
SENSEMATIC
FAUCET
(ADA COMPLIANT)
INNSBROOK
SELECTRONIC 0.5 GPM
TOUCHLESS FAUCET
STAINLESS
STEEL
BATTERY POWER
URINAL FLUSHMETER
AND URINAL
AMERICAN STANDARD
WITH
SLOAN SOLIS 0.125 GPF
SENSOR ACTIVATED
URINAL FLUSHOMETER
CADET TWO PIECE PRESSURE
1.1 GPF
WITH SEAT AMERICAN
STANDARD #5503A00B
TOILET
(ADA COMPLIANT)
10
11
12
CODEITEM NO.MANUF.COLORNAMEDESCRIPTION
WHITE
WHITE6590525.020 /
3370010
2467.100
LUCERNE™
WALL-HUNG LAVATORY
SINK
(ADA COMPLIANT)
AMERICAN
STANDARD 13 WHITE0355.041
VERSATILE WALL MOUNT
BI-LEVEL ADA COOLER
FILTERED REFRIGERATED
S/S HIGH/LOW
DRINKING FOUNTAIN
(ADA COMPLIANT
SEE 11/G404)
ELKAY14LIGHT GRAY
GRANITELZSTL8LC
AMERICAN
STANDARD
AMERICAN
STANDARD
AMERICAN
STANDARD
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
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I
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T
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N
M
A
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A
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A
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N
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A
N
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S
A
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A
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N
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,
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OR
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
ENLARGED
TOILET ROOM
PLAN AND
ELEVATIONS
A701
1/2" = 1'-0"1ENLARGED TOILET ROOM
1/2" = 1'-0"2TOILET ROOM ELEVATION
1/2" = 1'-0"3TOILET ROOM ELEVATION
1/2" = 1'-0"4TOILET ROOM ELEVATION
1/2" = 1'-0"5TOILET ROOM ELEVATION
ACCESORIES SPECIFICATIONS
PLUMBING FIXTURE SPECIFICATIONS
NOTE: PROVIDE RESTROOM SIGN.
REFER TO SHEET 10/404
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
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
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K
O
F
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A
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C
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I
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C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
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D
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P
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C
A
T
E
D
,
U
S
E
D
OR
D
I
S
C
L
O
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D
W
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T
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W
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T
T
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C
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N
S
E
N
T
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F
T
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HI
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T
.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
3D
PERSPECTIVES
(FOR
REFERNACE
ONLY)
A801
23D PERSPECTIVE EAST
13D PERSPECTIVE WEST
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
N
S
T
I
T
U
T
E
T
H
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O
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I
G
I
N
A
L
A
N
D
U
N
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B
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W
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A
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I
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A
N
D
T
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S
A
M
E
M
A
Y
N
O
T
B
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A
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D
,
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D
OR
D
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C
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O
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T
T
H
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W
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T
T
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N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
HI
T
E
C
T
.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
3D
PERSPECTIVE
(FOR
REFERANCE
ONLY)
A80213D AXONOMETRIC
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
N
S
T
I
T
U
T
E
T
H
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O
R
I
G
I
N
A
L
A
N
D
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N
P
U
B
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A
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C
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I
T
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C
T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
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D
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P
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I
C
A
T
E
D
,
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S
E
D
OR
D
I
S
C
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W
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T
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C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
HI
T
E
C
T
.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
3D
PERSPECTIVE
(FOR
REFERANCE
ONLY)
A803
2NORTH/EAST AXON
3NORTH/WEST AXON 1SOUTH/EAST AXON
4SOUTH/WEST AXON
WH
HEALTH DEPARTMENT NOTES:
1. ALL EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY SIX (6) INCH
HIGH, EASILY CLEANABLE LEGS, COMMERCIAL CASTERS, OR COMPLETELY SEALED
IN POSITION ON A FOUR (4) INCH HIGH CONTINUOUSLY COVED BASE OR
CONCRETE CURB.
2. THE JOCKEY BOX/ICE BIN(S) MUST HAVE A SLIDING COVER WHICH REMAINS
CLOSED WHEN THE ICE IS NOT BEING ACTIVELY SCOOPED.
3. THE ONLY FOOD PREPARATION ALLOWED AT THE BAR IS THE PREPARATION OF
BEVERAGES FOR IMMEDIATE SERVICE.
4. LOCKERS MUST BE INSTALLED ON SIX (6) INCH HIGH, EASILY CLEANABLE LEGS,
CANTILEVERED OFF THE WALL, OR A MINIMUM FOUR (4) INCH HIGH
CONTINUOUSLY COVED CURB OR PLATFORM. L-ANGLE LEGS ARE NOT
ACCEPTABLE.
A
B
C
D
EQ41
EQ41 EQ41 EQ41 EQ41 EQ41
EQ41EQ41EQ41EQ41
EQ49
EQ49
EQ21
EQ20
EQ23
EQ27
EQ32
EQ18
EQ32
EQ24
EQ24
EQ08
EQ27
EQ26
EQ17
EQ09
EQ15
EQ32
EQ19
EQ25
EQ24
EQ42
EQ42
EQ27
EQ35
EQ31
EQ25
EQ24
EQ24
EQ24
EQ24
EQ24
EQ32
30
"
x
4
8
"
30
"
x
4
8
"
30"x48"30"x48"
ADJACENT TENANT
AD
J
A
C
E
N
T
T
E
N
A
N
T
EX
T
E
R
I
O
R
EXTERIOR
EX
T
E
R
I
O
R
EQ06
EQ32.1
EQ52
EQ13
EQ13
POP-UP
13
OFFICE/STORAGE
12
RETAIL
9
ENTRY LOBBY
1
SEATING
2
WAITING
3
SERVICE
COUNTER
5
KITCHEN
6
WALK-IN
FRIDGE
8
SUSHI PREP.
AREA
7
GRAM BAR
4
TOILET
11
TOILET
10
30
"
x
4
8
"
EQ04
EQ11
EQ11
EQ11
4'
-
5
"
42
"
H
C
O
U
N
T
E
R
EQ14
EQ07
EQ57
EQ57
EQ57
ELECTRICAL
PANELS
EQ59
EQ59
EQ59
EQ59
EQ59 EQ59
30
"
x
4
8
"
30"x48"
EQ55
EQ55
EQ55
EQ55
EQ30
EQ60 EQ60
EQ55
4' - 8 1/2"
EQ62
EQ45
EQ46
EQ48
EQ01
EQ03
EQ02
EQ01
EQ02
EQ13
WAITING
3
EQ11
EQ11
EQ11
FIRE
EXTINGUISHER
E01
0706
08
05
04
03
01
02
EQ29
EQ43
EQ39
EQ33
EQ27
EQ09
EQ10
EQ63
EQ55 EQ55
EQ32
EQ32
EQ24
EQ58
EQ24.1
EQ54
EQ57
4'
-
8
1
/
2
"
LE
D
P
A
N
E
L
W
A
L
L
DI
S
P
L
A
Y
S
H
E
L
F
D
I
S
P
L
A
Y
S
H
E
L
F
EQ24
EQ50
EQ50
3' - 7"
14
'
-
0
"
4' - 0"2' - 8"
4' - 0"
EQ64
EQ29
EQ47
EQ44
38
"
H
I
G
H
C
O
U
N
T
E
R
34
"
H
I
G
H
C
H
E
C
K
O
U
T
CO
U
N
T
E
R
34
"
H
I
G
H
C
H
E
C
K
O
U
T
CO
U
N
T
E
R
34
"
H
I
G
H
C
O
U
N
T
E
R
4' - 0"
34
"
HI
G
H
30
"
x
4
8
"
5' - 0"
7'
-
7
1
/
2
"
EQ32.2
EQ04
EQ04
EQ04
EQ65
EQ66
EQ32
EQ67
38
"
H
I
G
H
CO
U
N
T
E
R
38
"
H
I
G
H
CO
U
N
T
E
R
312
KITCHEN(584.33 SQ FT) + SUSHI BAR(234.39) + GRAM BAR(315.5) = 1,134.22 SQ. FT
1,134.22 X 25% = 283.56 SQ. FT (MINIMUM REQUIRED STORAGE)
TOTAL STORAGE = 345 SQ.FT
96 LINEAL FT PER 100 SQAURE FT OF MINIMUM REQUIRED STORAGE
272.22 LINEAL FT OF SHELVING REQUIRED
PROVIDED SHELVING = 275 LINEAL FT
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
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
CO
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
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F
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A
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C
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I
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T
A
N
D
T
H
E
S
A
M
E
M
A
Y
N
O
T
B
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D
U
P
L
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C
A
T
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D
,
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D
OR
D
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C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
HI
T
E
C
T
.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
EQUIPMENT
PLAN AND
SCHEDULE
FS101
EQUIPMENT SCHEDULE
# COUNT EQUIPMENT DESCRIPTION MANUFACTURER MODEL NO. SUPPLY BY
INSTALL
BY Comments
EQ01 2 GRIDDLE ACCUTEMP GGF1201B4850-T1 OWNER G.C.
EQ02 2 EQUIPMENT STAND INTERTEK ES-P3048 OWNER G.C.
EQ03 1 WORKTOP REFRIGERATOR TRUE TWT-48-HC OWNER G.C. SELF-CONTAINED
EQ04 4 UNDERCOUNTER REFRIGERATOR TURBO AIR MUR-48-N OWNER G.C. <varies>
EQ06 1 REFRIGERATOR TRAULSEN RHT232WUT-FHS OWNER G.C. SELF-CONTAINED
EQ07 1 FAUCET REGENCY 600FW86G G.C. G.C.
EQ08 1 PREP TABLE EVEREST EPBNR3 OWNER G.C.
EQ09 2 RICE COOKER RINNAI RER55ASN OWNER G.C.
EQ10 1 RICE WARMER ZOJIRUSHI RDS-600 OWNER G.C.
EQ11 3 DEEP FRYER PITCO PITCO35C+ OWNER G.C.
EQ12 1 WALK IN COOLER AIRCOOLER COOLER AND FREEZER OWNER G.C.
EQ13 2 AIR CURTAIN (36") CURTRON (AIR-PRO) AP-2-75-2-SS G.C. G.C. 1600 FPM
EQ14 1 AIR CURTAIN (72") CURTRON (MICROSHIELD) MCS-72 G.C. G.C. 1600 FPM
EQ15 1 EQUIPMENT STAND STEELTON 522SG3024 OWNER G.C.
EQ17 1 4 BURNERS GAS RANGE WITH OVEN COOK RITE ATO-4B OWNER G.C.
EQ18 1 THREE COMPARTMENT SINK GSW SE18183D G.C. G.C.
EQ19 1 FAUCET T&S 5PR-8W12 G.C. G.C.
EQ20 1 MOP SINK ADVANCE TABCO 9-OP-20+K-116 G.C. G.C.
EQ21 1 FAUCET ADVANCE TABCO K-240 G.C. G.C.
EQ23 1 UTILITY SHELF ADVANCE TABCO K-246 G.C. G.C.
EQ24 10 WIRE SHELVING METRO 1848BR OWNER G.C. 5-SHELVES
EQ24.1 1 WIRE SHELVING METRO 1836BR OWNER G.C. 5-SHELVES
EQ25 2 WIRE SHELVING METRO 1860BR OWNER G.C. 5-SHELVES
EQ26 1 PREP. SINK ADVANCE TABCO 93-1-24-18 G.C. G.C.
EQ27 4 HAND SINK AERO MANUFACTURING HSDE G.C. G.C.
EQ29 1 EXHAUST HOOD (9 FEET) CAPTIVEAIRE REFER TO MECHANICAL
DRAWING
G.C. G.C.
EQ30 1 EXHAUST HOOD (13 FEET) CAPTIVEAIRE REFER TO MECHANICAL
DRAWING
G.C. G.C.
EQ31 1 FAUCET ADVANCE TABCO K-101 G.C. G.C.
EQ32 6 WORK TABLE ADVANCE TABCO TT-304-X 48" OWNER G.C.
EQ32.1 1 WORK TABLE ADVANCE TABCO TT-304-X60" OWNER G.C.
EQ32.2 1 WORK TABLE ADVANCE TABCO TTS-180X30" OWNER G.C.
EQ33 1 UNDERCOUNTER REFRIGERATOR ATOSA MGF8406GR OWNER G.C.
EQ35 1 ONE COMPARTMENT SINK AERO MANUFACTURING MF1-1818 G.C. G.C.
EQ39 1 ICE MAKER, UNDERCOUNTER MANITOWOC ICE UYF0140A OWNER G.C.
EQ41 10 GONDOLA ISLAND LOZIER WED44825LBS OWNER G.C.
EQ42 2 DIGITAL KIOSK TBD TBD OWNER G.C.
EQ43 1 SOFT SERVE FREEZER TAYLOR C723 OWNER G.C.
EQ44 1 BLENDER VITAMIX COMMERCIAL THE QUIET ONE OWNER OWNER
EQ45 1 ESPRESSO COFFEE MACHINE LA MARZOCCO LINEA CLASSIC S (2 GROUPS) OWNER G.C.
EQ46 1 BAR & CAFE RINSER ESPRESSO PARTS EPPR724 G.C. G.C.
EQ47 1 WATER BOILERS MARCO MT8 1000763 OWNER G.C.
EQ48 1 COFFEE GROUNDER MAZZER MAJOR V OWNER OWNER
EQ49 2 SIX TIER METAL LOCKER ASI Storage ASI 16121278 OWNER G.C.
EQ50 2 STAND MIXER KITCHENAID KSM150PS OWNER OWNER
EQ52 1 SANDWICH PREP REFRIGERATOR TRUE TSSU-60-16-HC OWNER G.C. SELF-CONTAINED
EQ53 2 TRASH BIN TBD TBD OWNER G.C.
EQ54 1 BAR SINK ELKAY BLH15C G.C. G.C.
EQ55 7 COLD DISPLAY CASE 48" BLUEAIR TOAM-48-HC~NSL01 OWNER G.C.
EQ57 4 POS SYSTEM TBD TBD OWNER OWNER
EQ58 1 SANDWICH PREP. TABLE TURBO AIR MST-36-15-N6 OWNER G.C.
EQ59 6 WIRE SHELVING METRO 2448BR OWNER G.C.
EQ60 2 GONDOLA ISLAND LOZIER WED44825LBS OWNER G.C.
EQ62 1 PREP. SINK ADVANCE TABCO 93-1-24-18 G.C. G.C.
EQ63 1 FULL SERVICE REFRIGERATED CASE W/
GLASS
HOWARD-MCRAY SC-CMS34N-12-LED OWNER G.C. SELF-CONTAINED
EQ64 1 KNOCK BOX BARISTA BASICS KNOCK BOX 6"X5.5"X4" OWNER OWNER
EQ65 1 MAKI CUTTER SUSHI ROBOTS ASM260CE OWNER OWNER
EQ66 1 ROLL SUSHI MAKING MACHINE SUZUMO SVR-BXA-ET OWNER OWNER
EQ67 1 COMPACT SUSHI MACHINE SUZUMO SSN-JLX OWNER OWNER
GENERAL NOTES
1/4" = 1'-0"1EQUIPMENT PLAN
STORAGE CALCULATIONS
FI
X
E
D
G
L
A
S
S
ST
O
R
E
F
R
O
N
T
FI
X
E
D
G
L
A
S
S
ST
O
R
E
F
R
O
N
T
FI
X
E
D
G
L
A
S
S
ST
O
R
E
F
R
O
N
T
FI
X
E
D
G
L
A
S
S
ST
O
R
E
F
R
O
N
T
FI
X
E
D
G
L
A
S
S
ST
O
R
E
F
R
O
N
T
FI
X
E
D
G
L
A
S
S
ST
O
R
E
F
R
O
N
T
FI
X
E
D
G
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NOTE: EXTERIOR
DOORS SHOULD BE
SELF-CLOSING AND
RODENT PROOFED.
NOTE: EXTERIOR
DOORS SHOULD
BE SELF-CLOSING
AND RODENT
PROOFED.
NOTE: EXTERIOR
DOORS SHOULD
BE SELF-CLOSING
AND RODENT
PROOFED.
NOTE: EXTERIOR
DOORS SHOULD
BE SELF-CLOSING
AND RODENT
PROOFED.
AL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
MECHANICAL LEAD SHEET
M-00
MECHANICAL SHEET INDEX
SHEET #SHEET NAME
M-00 MECHANICAL LEAD SHEET
M-01 MECHANICAL PLANS
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
OUTSIDE AIR VENTILATION CALCULATION
TOTAL AREA (SQFT)OCUPATION
TYPE
VENTILATION PER
SQFT
VENTILATION PER
PERSON
OCCUPANCY PER ARCH.
FOH = 2,260 SQFT & BOH = 1,265 SQFT RESTURANT 0.18 & 0.12 CFM/SQFT 7.5 CFM/PERSON 6 FOR BOH & 55 FOR FOH
(FOH) DINING: Vbz (M)= Rp X Pz + Ra X Az Vbz = 7.5 CFM/PERSON X 55 PERSON + 0.18 CFM /SQFT X 2260 SQFT = 819 CFM
TOTAL REQUIRED OSA FOR THE SPACE 819 + 164 = 983 CFM
TOTAL PROVIDED PER DESIGN 1,200 CFM THROUGH (E) RTU'S (300 CFM PER EACH)
NOTES: CALCULATION ARE BASED ON TABLE 402.1 FROM CALIFORNIA MECHANICAL 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 TAG OUTSIDE
AIR SUPPLY RETURN RELIEF BY
BAROMETRIC DAMPER NOTES
(E)RTU 300 300 300 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
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
1,200 900 300
1,200
M-03
(BOH) KITCHEN: Vbz (M)= Rp X Pz + Ra X Az Vbz = 7.5 CFM/PERSON X 6 PERSON + 0.12 CFM /SQFT X 990 SQFT = 164 CFM
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.
RESTROOM EXHAUST FAN SCHEDULE
EF TAG MANUFACTURER &
MODEL NUMBER
AREA SERVED LOCATION SONES HUMIDITY
SENSOR
ELECTRICAL EXHAUST
(CFM)
SP
(IN.WG)
OPERATING
WEIGHT (LBS)
NOTES
V/PH WATTS
EF-1/EF-2 PANASONIC
FV-0511VK
CEILLING 0.9 NO 0.30 20 1-4
NOTES:
1. FUSED DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.
2. EXHAUST FAN TO BE INTERLOCKED WITH OCCUPANCY SENSOR OR LIGHT SWITCH.
3. INSTALL BACKDRAFT DAMPER.
4. REFER TO DETAIL 3/M-00 FOR CEILING EXHAUST FAN FOR INSTALLATION DETAILS.
120/1 11020RESTROOM
SCALE:3 CEILING EXHAUST FAN DETAIL
N.T.S
M-04
EXPOSED CEILING
SCALE:2 DUCT MOUNT ROUND DIFFUSER DETAIL
N.T.S
(E)RTU
900
300 300 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
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 GREASE HOOD DETAILS
M-12 GREASE HOOD DETAILS
M-13
PRICE INDUSTRIES RCDE AS PER ARCH/ID ROUND DIFFUSER YES NICK SIZE PER PLANS.
M-14
ENERGY COMPLIANCE FORMS
M-15
ENERGY COMPLIANCE FORMS
ENERGY COMPLIANCE FORMS
1,200 900 300(E)RTU 300 300 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
1,200 900 300(E)RTU 300 80 CFM TO MAKE UP FOR GREASE
HOOD & 200 TO MAKE UP FOR RR FANS
------KEF-1 --400 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
------KEF-2 --400 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
------MAU-1 4,960 400 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
EXHAUST
------EF-1 --400 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
------EF-2 --400 CFM TO MAKE UP FOR GREASE
HOOD SYSTEM WHEN ACTIVATED
--
--
--
--
2,300
3,900
--
100
100
6,160 6,400 -2404,800 3,600 SPACE IS BALANCED BY A WALL
BAROMETIRC DAMPER
SCALE:4 GREASE HOOD 6" OVERHANG HORIZONTAL DETAIL
N.T.S SCALE:5 GREASE DUCT ACCESS PANEL SPEC'S
N.T.S
EXHAUST FANS MUST BE INTERLOCKED WITH ASSOCIATED RTU.
KITCHEN EXHAUST FANS MUST BE INTERLOCKED WITH MAKE UP AIR UNIT.
A
B
C
D
KITCHEN
6
OFFICE/STORAGE
12
TOILET
10
TOILET
11
SUSHI PREP.
AREA
7
SEATING
2
WAITING
3
ENTRY LOBBY
1
RETAIL
9
POP-UP
13
SERVICE
COUNTER
5
GRAM BAR
4
WALK-IN
FRIDGE
8
312
A
B
C
D
1 32
MECHANICAL PLANS
M-01
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
SCALE:1 MECHANICAL REFLECTED CEILING 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
U
R
E
D
R
O
P
(
i
n
.
H
2
0
)
PRESSURE DROP VS. FLOW RATE
FR
A
C
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I
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N
A
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E
F
F
I
C
I
E
N
C
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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M-02
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w
.
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GREASE HOOD DETAILS
M-03
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w
.
c
a
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M-04
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
”
”
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
SHEET NO.
SCALE:
DWG.#:
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BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
FLOATSWITCH
Field Wiredand Piped
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InternalWaterSolenoid
SHEET NO.
SCALE:
DWG.#:
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DATE:
BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
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SHEET NO.
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BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
SHEET NO.
SCALE:
DWG.#:
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DATE:
BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
CUSTOMER APPROVAL TO MANUFACTURE:
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
7$%/E 9ER7I&$/ 'I67$N&E
GRE$6E E;+$867 '8&7 7ERMIN$7I2N $N' 68332R7 'E7$I/
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
ENERGY COMPLIANCE FORMS
M-14
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
ENERGY COMPLIANCE FORMS
M-15
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK09/18/2025
2ND PLAN CHECK11/04/2025
ENERGY COMPLIANCE FORMS
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.
12.SLEEVES SHALL BE PROVIDED FOR PIPING PASSING THRU MASONRY OR CONCRETE FLOORS/WALLS.
13.PLUMBING FIXTURE SHALL MEET 2022 CALIFORNIA PLUMBING CODE REQUIREMENTS PER CHAPTER 4 AND CALIFORNIA GREEN CODE
FIXTURE FLOW.
14.DOMESTIC WATER LINE SHALL BE DISINFECTED PER 2022 CPC 609.9.
15.WET VENT SHALL NOT EXCEED 6' IN LENGTH.
16.WATER PIPES AND FITTINGS WITH A LEAD CONTENT WHICH EXCEEDS 0.25% SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE
WATER. (CPC604.2)
17.CONTRACTOR SHALL FIELD VERIFY UTILITIES POINT OF CONNECTION AND COORDINATE AT SITE AS NEEDED.
18.ALL NON COMPLIANT PLUMBING FIXTURES WITHIN THE BUILDING SCOPE SHALL BE REPLACED WITH WATER CONSERVATIVE
PLUMBING FIXTURES PER SECTION 301.1.1 CALGreen & CPC 401.3
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 SITE 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
WATER PIPE SIZING
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
N
D
NO
-
H
U
B
CA
S
T
I
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O
N
SC
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E
D
U
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E
80
P
V
C
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P
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L
CO
P
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R
SC
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D
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E
4
0
BL
A
C
K
S
T
E
E
L
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
WATER PRESSURE CALCULATION
TY
P
E
K
CO
P
P
E
R
GAS OUTSIDE OR EXPOSED
INSIDE THE BUILDING
SC
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D
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E
4
0
GA
L
V
N
I
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E
D
ST
E
E
L
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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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
9/19/2025 1ST PLAN CHECK
WATER HEATER CALC'S
DEMAND CALC'S:
(1) KITCHEN SINK (3 COMP)@ 45 GPH = 45
(4) KITCHEN SINK (PREP)@ 15 GPH = 60
(1) MOB SINKS @ 15 GPH = 15
(6) HAND SINK/ LAV @ 05 GPH = 30
TOTAL REQIURED = 150 GPH
(N) RHEEM GAS TANK WATER HEATER (EF60T125E3NA) 196 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
TOTAL WATER DEMAND
DESCRIPTION
VENTWASTE
ROUGH-IN SERVICES
ITEM FIXTURE
GASHOTCOLDWATERWATER
SYMBOL SERVICE LOCATION FUEL
TYPE
MANUFACTURER
& MODEL
ELECTRICAL
VOLT PHASE (LBS)
OPER.
WEIGHT
DESCRIPTION
BTU INPUT
(MBTUH)1ST HR
RATING @
THERMAL
EFFICIENCY
60°F RISE UEF
BRADFORD WHITE
EF60T125E3NA
60 GALLON ST
125,000 BTUH
SCALE:4
WATER HEATER INSTALLATION DETIAL
N.T.S
WATER HEATER GENERAL NOTES:
-COLD WATER WITHIN 10' OF WH TO BE COPPER AND INSULATED.
-ALL HOT WATER AND HOT WATER RETURN TO BE INSULATED.
-INSTALL PER MANUFACTURER RECOMMENDATIONS.
-CIRCULATING PUMP SHALL HAVE A HOSE BIB ON EACH SIDE OF
THE PUMP ALONG WITH ISOLATING VALVES
GALVANIZED SHEET METAL DRAIN PAN
STORAGE
TANK
TYPE
ELECTRIC
WATER
HEATER
SECURE WATER HEATER TO WALL
WITH (2) 20ga x 1" WIDE GALVANIZED
SHEET METAL SEISMIC STRAPS
POP-OFF DRAIN LINE FULL
SIZE OF UNIT CONNECTION
PER CPC 608.5
THERMAL EXPANSION
TANK
BALL VALVE, TYP
ASME RATED PRESSURE
AND TEMPERATURE
RELIEF VALVE
1" HOT WATER LINE
VACUUM RELIEF VALVE
CHECK VALVE
1" COLD WATER
SUPPLY LINE
TERMINATE TO THE MS
WITH 2" AIR GAP
CHECK VALVE
CHECK VALVE
34" HOT WATER
RETURN LINE
1" TMV-1
(LIMIT WATER TEMPERATURE AT 120°F
- 10 GPM @ 5 PSI PRESSURE DROP)
BALANCING VALVE
BV-1
STRAINER
CIRCULATING
PUMP
(E)FLOOR
TOTAL GAS DEMAND
AS SPECIFIED PER DEVELOPER/ARCHITECT.MAXIMUM FLOW 1.28 GPF / FLUSH TANK SYSTEMWATER CLOSET - ADA
LAVATORY - ADA
MODEL NUM.MARK
WC
L
PLUMBING FIXTURE SCHEDULE
DESCRIPTION
COLDVENTSS HOT
PIPE SIZES
3"-2"12"
AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 1.2 GPM @ 60 PSI 2"2"12"12"
FLOOR DRAIN - WATTS
FD-100-L
FD 2"2"12"-6" SQUARE FLOOR DRAIN, NICKEL BRONZE HEAVY DUTY GRATE AND REMOVABLE SEDIMENT
BUCKET. INSTALL TRAP PRIMER
KITCHEN SINKKS AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 1.8 GPM @ 60 PSI 2"2"12"
FLOOR SINK - ZURN Z1901FS 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 SINKMS 12"AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 2.2 GPM @ 60 PSI 2"2"12"
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.
URINAL - ADAUR AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 0.125 GPM @ 60 PSI. FV 2"2"1" -
12"
HAND SINK - ADAHS AS SPECIFIED PER DEVELOPER/ARCHITECT. MAXIMUM FAUCET FLOW 1.2 GPM @ 60 PSI 2"2"12"12"
P-02 PLUMBING FLOOR PLAN - WATER AND GAS
SYMBOL SERVICE LOCATION MANUFACTURER
& MODEL
CAPACITY
(LBS)
OPER.
WEIGHT
DESCRIPTIONWIDTHLENGTHHEIGHT
HYDROMECHANICAL GREASE TRAP CALC'S
GI-1
SERVING 3 COMP (18"X18"X12"X3) = (11,664 INCH3)
(4) PREP SINK (18"X18"X12") =15,552 INCH3 (3,888 INCH3 EACH)
MOB SINK (21"X25"X10") =(5,250 INCH3)
(9) FLOOR DRAINS @ 2 GPM):
TOTAL SINK CAPACITY IN INCH3 = 32,466 INCH3 X 80% FILL
CAPACITY= 25,972 INCH3/231=112 GALLONS/2 MIN=56 GPM + 18GPM
FOR (9) FD = 74 GPM.
PROVIDED: SCHIER GB-50. FLOW CAPACITY 75 GPM
FLOW CONTROL DEVICE IS BUILT IN WITHIN THE UNIT.
PER CPC 1014.2.1; THE TOTAL CAPACITY IN GALLONS OF FIXTURES
DISCHARGING INTO THE HYDRO-MECHANICAL GREASE
INTERCEPTOR SHALL NOT EXCEED 2.5TIMES THE CERTIFIED GPM
FLOW RATE OF THE INTERCEPTOR.
P-03 PLUMBING FLOOR PLAN - SEWER AND VENT
PLUMBING ROOF PLANP-04
TOTAL GREASE WASTE DEMAND
TOTAL SANITARY SEWER DEMAND
FILTERED WATERFW
PLUMBING SITE PLAN
P-01
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
9/19/2025 1ST PLAN CHECK
SCALE:1 PLUMBING SITE PLAN
3/32"=1'-0"SCALE:2 GREASE TRAP SPEC'S
NTS
WH
A
B
C
D
POP-UP
13
OFFICE/STORAGE
12
RETAIL
9
ENTRY LOBBY
1
SEATING
2
WAITING
3
SERVICE
COUNTER
5
KITCHEN
6
WALK-IN
FRIDGE
8
SUSHI PREP.
AREA
7
GRAM BAR
4
TOILET
11
TOILET
10
WAITING
3
1 32
P-02
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
9/19/2025 1ST PLAN CHECK
SCALE:1 PLUMBING FLOOR PLAN - WATER AND GAS
1/4"=1'-0"
PLUMBING FLOOR PLAN-
WATER AND GAS
NOTES:
-REFER TO KITCHEN PLANS SHEET EQ101 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. PLANS SHEET EQ101.
PLUMBING KEY NOTES:
&W +W 66 9EN7 72 NEW /$9$72R<
&W 66 9EN7 72 NEW W$7ER &/26E7
&W 66 9EN7 72 NEW 8RIN$/
&W /INE 83 72 7+E R22) $N' 72 $ NEW W$7ER ME7ER &22R'IN$7E W$7ER ME7ER 2N 6I7E
32IN7 2) &2NNE&7I2N 72 E;I67ING 6$NI7$R< 6EWER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N'
'E37+
66 9EN7 72 NEW )/22R 'R$IN)/22R 6IN. &2NNE&7 )/2W $&7I9$72R 7R$3 3RIMER 72 )'
GW 9EN7 72 NEW )/22R 'R$IN)/22R 6IN. &2NNE&7 )/2W $&7I9$72R 7R$3 3RIMER 72 )'
W$7ER )I/7ER &2NNE&7 &W /INE IN67$// %)3
&W +W 66 9EN7 72 NEW +$N' 6IN.
N )22' 3RE3 6IN. &2NNE&7 &W +W $N' 66 72 )/22R 6IN. 7+R28G+ $IR G$3
N I&E M$&+INE &2NNE&7 )I/7ERE' W$7ER 66 72 )/22R 6IN. 7+R28G+ $IR G$3 IN67$//
%)3
N E63RE662 M$&+INE &2NNE&7 )I/7ERE' W$7ER IN67$// %)3
N W$7ER %2I/ER &2NNE&7 )I/7ERE' W$7ER IN67$// %)3
N RIN6ER &2NNE&7 )I/7ERE' W$7ER $N' 66 72 )6 7+R28G+ $IR G$3 IN67$// %)3
&W +W GW 9EN7 72 6ER9E &2M3 6IN. 327 6IN. &2M3 6IN. 6+$// %E &2NNE&7E' 3ER
&3& W+ERE )/22R 'R$IN 6+$// %E IN67$//E' $'-$&EN7 72 7+E )I;78RE $N' 6+$// %E
&2NNE&7E' 2N 7+E 6EWER 6I'E 2) 7+E 6IN. N2 27+ER 'R$IN$GE /INE 6+$// %E &2NNE&7E'
%E7WEEN 7+E 6IN. $N' 7+E )'
&W +W GW 9EN7 72 NEW M2% 6IN.
N G$6 62/EN2I' 9$/9E 72 %E &2NNE&7E' 72 7+E +22' )IRE 6833RE66I2N 6<67EM 3R29I'E 9
&2NNE&7I2N $/2NG WI7+ 6IGN$/ /INE IN67$// $&&E66 3$NE/
G$6 672R$GE 7$N. +27 W$7ER +E$7ER WI7+ 'R$IN 3$N &2NNE&7 &W+W +WR WI7+ %$/$N&ING
9$/9E &IR&8/$7ING 38M3 GR8N')26 &2M)2R7 $ 3M %/& WI7+ $Q8$67$7 &2N7R2//ER 6E7 $7
) 6E7 +WR # G3M /IMI7 +W 7EM3 $7 N2 M2RE 7+$N ) IN 672R$GE ) $)7ER 7+E MI;ING
9$/9E &2NNE&7 G$6 /INE IN67$// &2N'EN6$7E NE87R$/I=ER )/8E 9EN7 $N' &2M%867I2N $IR
9EN7 &2NNE&7E' 72 $ &2N&EN7RI& 9EN7 7+R8 7+E R22) IN67$// W$7ER +E$7ER 2N W$7ER +E$7ER
67$N'
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3&' /INE 72 7+E 7$I/ 3IE&E 2) /$9$72R< 2R 7+R8 $IR G$3 72 )6 3R29I'E 29ER )/2W &87 2))
6WI7&+ IN /IE8 2) 6E&2N'$R< &2N'EN6$7E 6<67EM IN67$// &2N'EN6$7E 38M3 )2R 7+E /2NG R8N
$N' $6 NEE'E' 72 R$I6E 7+E &2N'EN6$7E /INE )2R &22R'IN$7I2N WI7+ &EI/ING &2M32NEN76
G$6 R$NGE GR$ &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 )R<ER G)R &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 GRI''/E GR' &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 RI&E &22.ER GR& &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
32IN7 2) &2NNE&7I2N 72 E;I67ING 6$NI7$R< 6EWER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N'
'E37+
32IN7 2) &2NNE&7I2N 72 E;I67ING G$6 /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N' 'E37+
32IN7 2) &2NNE&7I2N 72 E;I67ING &2/' W$7ER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N
&W 66 9EN7 72 NEW 'RIN.ING )28N7$IN
)/22R 6IN. &2NNE&7 66 $N' 9EN7 )6 6ER9ING &2N'EN6$7E 6<67EM
IN'IRE&7 W$67E 72 )/22R 6IN. )I/7ERE' W$7ER 72 6ER9ER )REE=ER I&E &RE$M M$&+INE
&2/' W$7ER 72 W$7ER )I/7ER %< 3/8M%ING &2N7R$&72R &2N68/7 2WNER 6+I3 )2R )I/7ER 7<3E
PLUMBING GENERAL NOTES:
ITEM NO DESCRIPTION CW HW INDIRECT SS SS & V
REFRIGERATOR
JAPAN MART KITCHEN EQUIPMENTS - PLUMBING ROUGH IN SIZES
N/A
FW
N/AN/A
GAS GRIDDLE N/AN/A N/AN/AN/A
N/AN/AN/A
RICE COOKER N/A N/AN/AN/A
1"
N/A
GAS RANGE N/AN/A
3 COMP. SINK & FAUCET 2"N/A12"N/A12"
MOP SINK & FAUCET 3"&2"N/A12"N/A12"
PREP. SINK N/A N/A2"
HAND SINK N/A 2"N/A
ICE MAKER 1"N/AN/A N/A 12"
ESPRESSO COFFEE MACHINE
GAS FRYER N/A N/A
N/A 12"N/A 1"N/A
GAS
1"
SELF CONTAINED REFRIGERATOR N/A
N/A
N/A
N/A
N/A
34"
N/AN/A N/A 114"
N/AN/AN/A 114"
N/A
N/A
12"12"N/A
12"12"N/A
N/A
N/A
RINSER N/A 12"N/A 1"N/A N/A
WATER BOILER N/A 12"N/A 2"N/A N/A
N/A N/A2"12"12"N/ABAR. SINK
SERVE FREEZER N/A 12"N/A 1"N/A N/A
&2N7R$&72R 6+$// 9ERI)< E;I67ING 87I/I7< /INE6 3RI2R $N< %I'
&2N7R$&72R 6+$// IN&/8'E IN +I6 %I' 7+E &267 2) 7REN&+ING E;&$9$7I2N %E''ING
/2&$7ING 87I/I7< /INE6 8N'ERGR28N' $N' 'EM2/I6+ING E;I67ING 3/8M%ING )I;78RE6 I) $N<
R8N 66 /INE6 $7 $ 6/23E 2)
I) N27 3266I%/E N27I)< $R&+E2R
&2N7R$&72R 72 &22R'IN$7E WI7+ 2WNER RE3 G& )2R $N< 6ER9I&E IN7ERR837I2N $N' 6+$//
MINIMI=E '2WN7IME
&2N7R$&72R 6+$// &/E$N 6I7E E9ER<'$< $N' 'I6&$R' 7+E 'E%RI6 IN $33R23RI$7E M$NNER
2876I'E 7+E 6I7E
$// +W +WR 3I3E6 6+$// %E IN68/$7E' 3ER &$/I)2RNI$ ENERG< &2'E 7
&2N7R$&72R 6+$// 3R29I'E NEW )I;78RE6 6833/< 67236 W+$ $N' $N< 3/8M%ING )I;78RE
$&&E662R<
E &2N'EN6$7E /INE 6+$// %E 3R27E&7E' IN 3/$&E RE3$IR $6 NEE'E' $N' .EE3 $6 +IG+ $6
3266I%/E # 6/23E &22R'IN$7E 2N 6I7E $N' E;7EN' 7+E E /INE 72 7+E NEW /$9 7ERMIN$7E
72 7+E 7$I/ 3IE&E 2) /$9$72R<
&2N7R$&72R 6+$// &$3 $N< E 3/8M%ING 3I3E6 IN )/22R6 W$//6 $N' &EI/ING 7+$7 6ER9E E
3/8M%ING )I;78RE6 %EING REM29E'RE/2&$7E'
&2N7R$&72R 6+$// W$/. 7+E 6I7E 3RI2R %I''ING 7+E -2% $N' 6+$// IN&/8'E IN %I' 7+E &267
2) E;7EN'ING M2'I)<ING $N' 83GR$'ING 3/8M%ING /INE6 72 6ER9E 7+E NEW /$<287
$N< 3/8M%ING 3I3E /$RGER 7+$N W+$7 6+2WN 2N 3/$N6 6+$// %E $&&E37$%/E I) 6M$//ER
&2N7R$&72R 6+$// RE3/$&E 72 M$7&+ 6I=E6 IN'I&$7E' 2N 3/$N6
&2N7R$&72R 6+$// &22R'IN$7E WI7+ ME&+$NI&$/ &2N7R$&72R 72 RE/2&$7E $N< 3/8M%ING
9EN76 WI7+IN
2) 2876I'E $IR IN7$.E6
IN67$// &/E$N 2876 E9ER<
2R &+$NGE 2) 'IRE&7I2N $// )I;78RE 6+$// +$9E $ W$// &/E$N
287 WI7+IN 7+E W$// %E+IN' I7
IN'IRE&7 W$67E /INE M867 %E &2NNE&7E' 72 7+E 'R$IN$GE 6<67EM %< $N $IR G$3 7+E W$67E
3I3E6 6+$// N27 &2M%INE WI7+ 27+ER IN'IRE&7 W$67E 3EI3E6
WH
A
B
C
D
POP-UP
13
OFFICE/STORAGE
12
RETAIL
9
ENTRY LOBBY
1
SEATING
2
WAITING
3
SERVICE
COUNTER
5
KITCHEN
6
WALK-IN
FRIDGE
8
SUSHI PREP.
AREA
7
GRAM BAR
4
TOILET
11
TOILET
10
4'
-
5
"
4'-8 1/2"
WAITING
3
4'
-
8
1
/
2
"
3'-7"
14
'
-
0
"
4'-0"2'-8"
4'-0"4'-0"
5'
-
0
"
7'
-
7
1
/
2
"
1 32
NOTES:
-REFER TO KITCHEN PLANS SHEET EQ101 FOR THE FULL SCHEDULE.
-SCHEDULE SHOWN FOR REFERENCE ONLY. MODEL NUMBER AND MANUFACTURER TO BE VERIFIED WITH
ARCH. PLANS.
-FOR PLUMBING ROUGH IN CONNECTION TO EQUIPMENTS DETAILS REFER TO ARCH. PLANS SHEET EQ101.
PLUMBING GENERAL NOTES:
&2N7R$&72R 6+$// 9ERI)< E;I67ING 87I/I7< /INE6 3RI2R $N< %I'
&2N7R$&72R 6+$// IN&/8'E IN +I6 %I' 7+E &267 2) 7REN&+ING E;&$9$7I2N %E''ING
/2&$7ING 87I/I7< /INE6 8N'ERGR28N' $N' 'EM2/I6+ING E;I67ING 3/8M%ING )I;78RE6 I) $N<
R8N 66 /INE6 $7 $ 6/23E 2)
I) N27 3266I%/E N27I)< $R&+E2R
&2N7R$&72R 72 &22R'IN$7E WI7+ 2WNER RE3 G& )2R $N< 6ER9I&E IN7ERR837I2N $N' 6+$//
MINIMI=E '2WN7IME
&2N7R$&72R 6+$// &/E$N 6I7E E9ER<'$< $N' 'I6&$R' 7+E 'E%RI6 IN $33R23RI$7E M$NNER
2876I'E 7+E 6I7E
$// +W +WR 3I3E6 6+$// %E IN68/$7E' 3ER &$/I)2RNI$ ENERG< &2'E 7
&2N7R$&72R 6+$// 3R29I'E NEW )I;78RE6 6833/< 67236 W+$ $N' $N< 3/8M%ING )I;78RE
$&&E662R<
E &2N'EN6$7E /INE 6+$// %E 3R27E&7E' IN 3/$&E RE3$IR $6 NEE'E' $N' .EE3 $6 +IG+ $6
3266I%/E # 6/23E &22R'IN$7E 2N 6I7E $N' E;7EN' 7+E E /INE 72 7+E NEW /$9 7ERMIN$7E
72 7+E 7$I/ 3IE&E 2) /$9$72R<
&2N7R$&72R 6+$// &$3 $N< E 3/8M%ING 3I3E6 IN )/22R6 W$//6 $N' &EI/ING 7+$7 6ER9E E
3/8M%ING )I;78RE6 %EING REM29E'RE/2&$7E'
&2N7R$&72R 6+$// W$/. 7+E 6I7E 3RI2R %I''ING 7+E -2% $N' 6+$// IN&/8'E IN %I' 7+E &267
2) E;7EN'ING M2'I)<ING $N' 83GR$'ING 3/8M%ING /INE6 72 6ER9E 7+E NEW /$<287
$N< 3/8M%ING 3I3E /$RGER 7+$N W+$7 6+2WN 2N 3/$N6 6+$// %E $&&E37$%/E I) 6M$//ER
&2N7R$&72R 6+$// RE3/$&E 72 M$7&+ 6I=E6 IN'I&$7E' 2N 3/$N6
&2N7R$&72R 6+$// &22R'IN$7E WI7+ ME&+$NI&$/ &2N7R$&72R 72 RE/2&$7E $N< 3/8M%ING
9EN76 WI7+IN
2) 2876I'E $IR IN7$.E6
IN67$// &/E$N 2876 E9ER<
2R &+$NGE 2) 'IRE&7I2N $// )I;78RE 6+$// +$9E $ W$// &/E$N
287 WI7+IN 7+E W$// %E+IN' I7
IN'IRE&7 W$67E /INE M867 %E &2NNE&7E' 72 7+E 'R$IN$GE 6<67EM %< $N $IR G$3 7+E W$67E
3I3E6 6+$// N27 &2M%INE WI7+ 27+ER IN'IRE&7 W$67E 3EI3E6
SCALE:1 PLUMBING FLOOR PLAN - SANITARY SEWER AND VENT
1/4"=1'-0"
PLUMBING FLOOR PLAN -
SANITARY SEWER AND
VENT
P-03
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A
R
C
H
I
T
E
C
T
A
N
D
T
H
E
S
A
M
E
M
A
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D
,
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D
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D
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
9/19/2025 1ST PLAN CHECK
ITEM NO DESCRIPTION CW HW INDIRECT SS SS & V
REFRIGERATOR
JAPAN MART KITCHEN EQUIPMENTS - PLUMBING ROUGH IN SIZES
N/A
FW
N/AN/A
GAS GRIDDLE N/AN/A N/AN/AN/A
N/AN/AN/A
RICE COOKER N/A N/AN/AN/A
1"
N/A
GAS RANGE N/AN/A
3 COMP. SINK & FAUCET 2"N/A12"N/A12"
MOP SINK & FAUCET 3"&2"N/A12"N/A12"
PREP. SINK N/A N/A2"
HAND SINK N/A 2"N/A
ICE MAKER 1"N/AN/A N/A 12"
ESPRESSO COFFEE MACHINE
GAS FRYER N/A N/A
N/A 12"N/A 1"N/A
GAS
1"
SELF CONTAINED REFRIGERATOR N/A
N/A
N/A
N/A
N/A
3 4"
N/AN/A N/A 114"
N/AN/AN/A 114"
N/A
N/A
12"12"N/A
12"12"N/A
N/A
N/A
RINSER N/A 12"N/A 1"N/A N/A
WATER BOILER N/A 12"N/A 2"N/A N/A
N/A N/A2"12"12"N/ABAR. SINK
SERVE FREEZER N/A 12"N/A 1'N/A N/A
PLUMBING KEY NOTES:
&W +W 66 9EN7 72 NEW /$9$72R<
&W 66 9EN7 72 NEW W$7ER &/26E7
&W 66 9EN7 72 NEW 8RIN$/
&W /INE 83 72 7+E R22) $N' 72 $ NEW W$7ER ME7ER &22R'IN$7E W$7ER ME7ER 2N 6I7E
32IN7 2) &2NNE&7I2N 72 E;I67ING 6$NI7$R< 6EWER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N'
'E37+
66 9EN7 72 NEW )/22R 'R$IN)/22R 6IN. &2NNE&7 )/2W $&7I9$72R 7R$3 3RIMER 72 )'
GW 9EN7 72 NEW )/22R 'R$IN)/22R 6IN. &2NNE&7 )/2W $&7I9$72R 7R$3 3RIMER 72 )'
W$7ER )I/7ER &2NNE&7 &W /INE IN67$// %)3
&W +W 66 9EN7 72 NEW +$N' 6IN.
N )22' 3RE3 6IN. &2NNE&7 &W +W $N' 66 72 )/22R 6IN. 7+R28G+ $IR G$3
N I&E M$&+INE &2NNE&7 )I/7ERE' W$7ER 66 72 )/22R 6IN. 7+R28G+ $IR G$3 IN67$//
%)3
N E63RE662 M$&+INE &2NNE&7 )I/7ERE' W$7ER IN67$// %)3
N W$7ER %2I/ER &2NNE&7 )I/7ERE' W$7ER IN67$// %)3
N RIN6ER &2NNE&7 )I/7ERE' W$7ER $N' 66 72 )6 7+R28G+ $IR G$3 IN67$// %)3
&W +W GW 9EN7 72 6ER9E &2M3 6IN. 327 6IN. &2M3 6IN. 6+$// %E &2NNE&7E' 3ER
&3& W+ERE )/22R 'R$IN 6+$// %E IN67$//E' $'-$&EN7 72 7+E )I;78RE $N' 6+$// %E
&2NNE&7E' 2N 7+E 6EWER 6I'E 2) 7+E 6IN. N2 27+ER 'R$IN$GE /INE 6+$// %E &2NNE&7E'
%E7WEEN 7+E 6IN. $N' 7+E )'
&W +W GW 9EN7 72 NEW M2% 6IN.
N G$6 62/EN2I' 9$/9E 72 %E &2NNE&7E' 72 7+E +22' )IRE 6833RE66I2N 6<67EM 3R29I'E 9
&2NNE&7I2N $/2NG WI7+ 6IGN$/ /INE IN67$// $&&E66 3$NE/
G$6 672R$GE 7$N. +27 W$7ER +E$7ER WI7+ 'R$IN 3$N &2NNE&7 &W+W +WR WI7+ %$/$N&ING
9$/9E &IR&8/$7ING 38M3 GR8N')26 &2M)2R7 $ 3M %/& WI7+ $Q8$67$7 &2N7R2//ER 6E7 $7
) 6E7 +WR # G3M /IMI7 +W 7EM3 $7 N2 M2RE 7+$N ) IN 672R$GE ) $)7ER 7+E MI;ING
9$/9E &2NNE&7 G$6 /INE IN67$// &2N'EN6$7E NE87R$/I=ER )/8E 9EN7 $N' &2M%867I2N $IR
9EN7 &2NNE&7E' 72 $ &2N&EN7RI& 9EN7 7+R8 7+E R22) IN67$// W$7ER +E$7ER 2N W$7ER +E$7ER
67$N'
$33R2;IM$7E /2&$7I2N 2) ME&+$NI&$/ EQ8I3MEN76 2N R22) &2NNE&7 3RIM$R< &2N'EN6$7E
3&' /INE 72 7+E 7$I/ 3IE&E 2) /$9$72R< 2R 7+R8 $IR G$3 72 )6 3R29I'E 29ER )/2W &87 2))
6WI7&+ IN /IE8 2) 6E&2N'$R< &2N'EN6$7E 6<67EM IN67$// &2N'EN6$7E 38M3 )2R 7+E /2NG R8N
$N' $6 NEE'E' 72 R$I6E 7+E &2N'EN6$7E /INE )2R &22R'IN$7I2N WI7+ &EI/ING &2M32NEN76
G$6 R$NGE GR$ &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 )R<ER G)R &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 GRI''/E GR' &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 RI&E &22.ER GR& &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
32IN7 2) &2NNE&7I2N 72 E;I67ING 6$NI7$R< 6EWER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N'
'E37+
32IN7 2) &2NNE&7I2N 72 E;I67ING G$6 /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N' 'E37+
32IN7 2) &2NNE&7I2N 72 E;I67ING &2/' W$7ER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N
&W 66 9EN7 72 NEW 'RIN.ING )28N7$IN
)/22R 6IN. &2NNE&7 66 $N' 9EN7 )6 6ER9ING &2N'EN6$7E 6<67EM
IN'IRE&7 W$67E 72 )/22R 6IN. )I/7ERE' W$7ER 72 6ER9ER )REE=ER I&E &RE$M M$&+INE
&2/' W$7ER 72 W$7ER )I/7ER %< 3/8M%ING &2N7R$&72R &2N68/7 2WNER 6+I3 )2R )I/7ER 7<3E
1 3
A
B
C
D
2
SCALE:1 PLUMBING ROOF PLAN
1/4"=1'-0"
PLUMBING ROOF PLAN
P-04
AL
L
D
R
A
W
I
N
G
S
A
N
D
W
R
I
T
T
E
N
M
A
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A
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A
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
9/19/2025 1ST PLAN CHECK
PLUMBING GENERAL NOTES:
NOTES:
-REFER TO KITCHEN PLANS SHEET EQ101 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. PLANS SHEET EQ101.
ITEM NO DESCRIPTION CW HW INDIRECT SS SS & V
REFRIGERATOR
JAPAN MART KITCHEN EQUIPMENTS - PLUMBING ROUGH IN SIZES
N/A
FW
N/AN/A
GAS GRIDDLE N/AN/A N/AN/AN/A
N/AN/AN/A
RICE COOKER N/A N/AN/AN/A
1"
N/A
GAS RANGE N/AN/A
3 COMP. SINK & FAUCET 2"N/A12"N/A12"
MOP SINK & FAUCET 3"&2"N/A12"N/A12"
PREP. SINK N/A N/A2"
HAND SINK N/A 2"N/A
ICE MAKER 1"N/AN/A N/A 12"
ESPRESSO COFFEE MACHINE
GAS FRYER N/A N/A
N/A 12"N/A 1"N/A
GAS
1"
SELF CONTAINED REFRIGERATOR N/A
N/A
N/A
N/A
N/A
34"
N/AN/A N/A 114"
N/AN/AN/A 114"
N/A
N/A
12"12"N/A
12"12"N/A
N/A
N/A
RINSER N/A 12"N/A 1"N/A N/A
WATER BOILER N/A 12"N/A 2"N/A N/A
N/A N/A2"12"12"N/ABAR. SINK
SERVE FREEZER N/A 12"N/A 1'N/A N/A
PLUMBING KEY NOTES:
&W +W 66 9EN7 72 NEW /$9$72R<
&W 66 9EN7 72 NEW W$7ER &/26E7
&W 66 9EN7 72 NEW 8RIN$/
&W /INE 83 72 7+E R22) $N' 72 $ NEW W$7ER ME7ER &22R'IN$7E W$7ER ME7ER 2N 6I7E
32IN7 2) &2NNE&7I2N 72 E;I67ING 6$NI7$R< 6EWER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N'
'E37+
66 9EN7 72 NEW )/22R 'R$IN)/22R 6IN. &2NNE&7 )/2W $&7I9$72R 7R$3 3RIMER 72 )'
GW 9EN7 72 NEW )/22R 'R$IN)/22R 6IN. &2NNE&7 )/2W $&7I9$72R 7R$3 3RIMER 72 )'
W$7ER )I/7ER &2NNE&7 &W /INE IN67$// %)3
&W +W 66 9EN7 72 NEW +$N' 6IN.
N )22' 3RE3 6IN. &2NNE&7 &W +W $N' 66 72 )/22R 6IN. 7+R28G+ $IR G$3
N I&E M$&+INE &2NNE&7 )I/7ERE' W$7ER 66 72 )/22R 6IN. 7+R28G+ $IR G$3 IN67$//
%)3
N E63RE662 M$&+INE &2NNE&7 )I/7ERE' W$7ER IN67$// %)3
N W$7ER %2I/ER &2NNE&7 )I/7ERE' W$7ER IN67$// %)3
N RIN6ER &2NNE&7 )I/7ERE' W$7ER $N' 66 72 )6 7+R28G+ $IR G$3 IN67$// %)3
&W +W GW 9EN7 72 6ER9E &2M3 6IN. 327 6IN. &2M3 6IN. 6+$// %E &2NNE&7E' 3ER
&3& W+ERE )/22R 'R$IN 6+$// %E IN67$//E' $'-$&EN7 72 7+E )I;78RE $N' 6+$// %E
&2NNE&7E' 2N 7+E 6EWER 6I'E 2) 7+E 6IN. N2 27+ER 'R$IN$GE /INE 6+$// %E &2NNE&7E'
%E7WEEN 7+E 6IN. $N' 7+E )'
&W +W GW 9EN7 72 NEW M2% 6IN.
N G$6 62/EN2I' 9$/9E 72 %E &2NNE&7E' 72 7+E +22' )IRE 6833RE66I2N 6<67EM 3R29I'E 9
&2NNE&7I2N $/2NG WI7+ 6IGN$/ /INE IN67$// $&&E66 3$NE/
G$6 672R$GE 7$N. +27 W$7ER +E$7ER WI7+ 'R$IN 3$N &2NNE&7 &W+W +WR WI7+ %$/$N&ING
9$/9E &IR&8/$7ING 38M3 GR8N')26 &2M)2R7 $ 3M %/& WI7+ $Q8$67$7 &2N7R2//ER 6E7 $7
) 6E7 +WR # G3M /IMI7 +W 7EM3 $7 N2 M2RE 7+$N ) IN 672R$GE ) $)7ER 7+E MI;ING
9$/9E &2NNE&7 G$6 /INE IN67$// &2N'EN6$7E NE87R$/I=ER )/8E 9EN7 $N' &2M%867I2N $IR
9EN7 &2NNE&7E' 72 $ &2N&EN7RI& 9EN7 7+R8 7+E R22)
$33R2;IM$7E /2&$7I2N 2) ME&+$NI&$/ EQ8I3MEN76 2N R22) &2NNE&7 3RIM$R< &2N'EN6$7E
3&' /INE 72 7+E 7$I/ 3IE&E 2) /$9$72R< 2R 7+R8 $IR G$3 72 )6 3R29I'E 29ER )/2W &87 2))
6WI7&+ IN /IE8 2) 6E&2N'$R< &2N'EN6$7E 6<67EM IN67$// &2N'EN6$7E 38M3 )2R 7+E /2NG R8N
$N' $6 NEE'E' 72 R$I6E 7+E &2N'EN6$7E /INE )2R &22R'IN$7I2N WI7+ &EI/ING &2M32NEN76
G$6 R$NGE GR$ &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 )R<ER G)R &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 GRI''/E GR' &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
G$6 RI&E &22.ER GR& &2NNE&7 G$6 /INE WI7+ 629 M$;IM8M %78+
32IN7 2) &2NNE&7I2N 72 E;I67ING 6$NI7$R< 6EWER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N'
'E37+
32IN7 2) &2NNE&7I2N 72 E;I67ING G$6 /INE )IE/' 9ERI)< E;I67ING /2&$7I2N 6/23E $N' 'E37+
32IN7 2) &2NNE&7I2N 72 E;I67ING &2/' W$7ER /INE )IE/' 9ERI)< E;I67ING /2&$7I2N
&W 66 9EN7 72 NEW 'RIN.ING )28N7$IN
)/22R 6IN. &2NNE&7 66 $N' 9EN7 )6 6ER9ING &2N'EN6$7E 6<67EM
&2N7R$&72R 6+$// 9ERI)< E;I67ING 87I/I7< /INE6 3RI2R $N< %I'
&2N7R$&72R 6+$// IN&/8'E IN +I6 %I' 7+E &267 2) 7REN&+ING E;&$9$7I2N %E''ING
/2&$7ING 87I/I7< /INE6 8N'ERGR28N' $N' 'EM2/I6+ING E;I67ING 3/8M%ING )I;78RE6 I) $N<
R8N 66 /INE6 $7 $ 6/23E 2)
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&2N7R$&72R 72 &22R'IN$7E WI7+ 2WNER RE3 G& )2R $N< 6ER9I&E IN7ERR837I2N $N' 6+$//
MINIMI=E '2WN7IME
&2N7R$&72R 6+$// &/E$N 6I7E E9ER<'$< $N' 'I6&$R' 7+E 'E%RI6 IN $33R23RI$7E M$NNER
2876I'E 7+E 6I7E
$// +W +WR 3I3E6 6+$// %E IN68/$7E' 3ER &$/I)2RNI$ ENERG< &2'E 7
&2N7R$&72R 6+$// 3R29I'E NEW )I;78RE6 6833/< 67236 W+$ $N' $N< 3/8M%ING )I;78RE
$&&E662R<
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3266I%/E # 6/23E &22R'IN$7E 2N 6I7E $N' E;7EN' 7+E E /INE 72 7+E NEW /$9 7ERMIN$7E
72 7+E 7$I/ 3IE&E 2) /$9$72R<
&2N7R$&72R 6+$// &$3 $N< E 3/8M%ING 3I3E6 IN )/22R6 W$//6 $N' &EI/ING 7+$7 6ER9E E
3/8M%ING )I;78RE6 %EING REM29E'RE/2&$7E'
&2N7R$&72R 6+$// W$/. 7+E 6I7E 3RI2R %I''ING 7+E -2% $N' 6+$// IN&/8'E IN %I' 7+E &267
2) E;7EN'ING M2'I)<ING $N' 83GR$'ING 3/8M%ING /INE6 72 6ER9E 7+E NEW /$<287
$N< 3/8M%ING 3I3E /$RGER 7+$N W+$7 6+2WN 2N 3/$N6 6+$// %E $&&E37$%/E I) 6M$//ER
&2N7R$&72R 6+$// RE3/$&E 72 M$7&+ 6I=E6 IN'I&$7E' 2N 3/$N6
&2N7R$&72R 6+$// &22R'IN$7E WI7+ ME&+$NI&$/ &2N7R$&72R 72 RE/2&$7E $N< 3/8M%ING
9EN76 WI7+IN
2) 2876I'E $IR IN7$.E6
IN67$// &/E$N 2876 E9ER<
2R &+$NGE 2) 'IRE&7I2N $// )I;78RE 6+$// +$9E $ W$// &/E$N
287 WI7+IN 7+E W$// %E+IN' I7
IN'IRE&7 W$67E /INE M867 %E &2NNE&7E' 72 7+E 'R$IN$GE 6<67EM %< $N $IR G$3 7+E W$67E
3I3E6 6+$// N27 &2M%INE WI7+ 27+ER IN'IRE&7 W$67E 3EI3E6
ELECTRICAL LEGEND
C
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3
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AFCI
WP
OC
OC
d
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
MECHANICAL, ELECTRICAL,
PLUMBING AND ENERGY
ANALYSIS
562.413.9495
INFO@MWQENG.COM
1ST PLAN CHECK9-18-2025
E0.0
ELECTRICAL
SYMBOLES
AND LEGENDS
Jazayeri
POWER LAYOUT - ROOF
SCALE: 1/4" = 1'-0"
E70.10
E70.10
E70.10
POWER LAYOUT - GROUND FLOOR
SCALE: 1/4" = 1'-0"
AL
L
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A
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK11-03-2025
ELECTRICAL
POWER PLANS
E1.0
Jazayeri
OC
OC
OC
OC
OC
OC
LIGHTING LAYOUT
SCALE: 1/4" = 1'-0"
C2
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C2
9' - 0"
23.11
26.25
LT-4
LT-5
LT-4
LT-4 LT-4
LT-5
23.06
60.02
LT-4
C1
9' - 0"
C2
9' - 0"
C1
9' - 0"
LT-4
LT-2 LT-2 LT-2
LT-1 LT-1
LT-1
LT-1
LT-1
LT-1
LT-1
LT-1LT-1LT-1
LT-1
LT-6
LT-6
C1
9' - 0"
LT-4.1 LT-4
LT-4
LT-2 LT-2
OC
LT-7
LT-7
LT-7
OC
OC
OC
OC
AL
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK11-03-2025
E2.0
LIGHTING PLAN
Jazayeri
LIGHTING SCHEDULE
LIGHTING SHUT-OFF
CONDUIT FILLING CALCULATION
ONE-LINE DIAGRAM
SCHEMATIC DIAGRAM
AL
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK11-03-2025
E3.0
ONE-LINE DIAGRAM &
LIGHTING SCHEDULE
Jazayeri
ELECTRICAL PANEL SCHEDULES
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
ME&+$NI&$/ E/E&7RI&$/
3/8M%ING $N' ENERG<
$N$/<6I6
IN)2#MWQENG&2M
1ST PLAN CHECK11-03-2025
E4.0
PANEL SCHEDULE
Jazayeri
1 3
A
B
C
D
2
C2
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C2
9' - 0"
23.11
26.25
23.06
23.06
60.02
C1
9' - 0"
C2
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
OPEN
OPEN
OPEN
OPEN
EMERGENCY PHOTOMETRIC
SCALE: 1/4" = 1'-0"
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Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
MECHANICAL, ELECTRICAL,
PLUMBING AND ENERGY
ANALYSIS
562.413.9495
INFO@MWQENG.COM
1ST PLAN CHECK9-18-2025
E5.0
EMERGENCY
LIGHTING
PHOTOMETRIC
Jazayeri
AL
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S Baldwin Ave, Unit B
Arcadia, CA 91007
JAPAN
MART
241103
REVISIONDATEDELTA
PC Date:
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
Consultant:
Seal:
MWQ ENGINEERING
MECHANICAL, ELECTRICAL,
PLUMBING AND ENERGY
ANALYSIS
562.413.9495
INFO@MWQENG.COM
1ST PLAN CHECK9-18-2025
E6.0
TITLE-24
Jazayeri
MWQ Engineering
5 Upper Newport Plaza Dr, Suite #202
Newport Beach, California 92660
Jazayeri
09-18-25
MWQ Engineering
5 Upper Newport Plaza Dr, Suite #202
Newport Beach, California 92660
Amir Jazayeri Jazayeri
09-18-25
E23421
Amir Jazayeri
WH
HEALTH DEPARTMENT NOTES:
1. ALL EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY SIX (6) INCH
HIGH, EASILY CLEANABLE LEGS, COMMERCIAL CASTERS, OR COMPLETELY SEALED
IN POSITION ON A FOUR (4) INCH HIGH CONTINUOUSLY COVED BASE OR
CONCRETE CURB.
2. THE JOCKEY BOX/ICE BIN(S) MUST HAVE A SLIDING COVER WHICH REMAINS
CLOSED WHEN THE ICE IS NOT BEING ACTIVELY SCOOPED.
3. THE ONLY FOOD PREPARATION ALLOWED AT THE BAR IS THE PREPARATION OF
BEVERAGES FOR IMMEDIATE SERVICE.
4. LOCKERS MUST BE INSTALLED ON SIX (6) INCH HIGH, EASILY CLEANABLE LEGS,
CANTILEVERED OFF THE WALL, OR A MINIMUM FOUR (4) INCH HIGH
CONTINUOUSLY COVED CURB OR PLATFORM. L-ANGLE LEGS ARE NOT
ACCEPTABLE.
A
B
C
D
EQ41
EQ41 EQ41 EQ41 EQ41 EQ41
EQ41EQ41EQ41EQ41
EQ49
EQ49
EQ21
EQ20
EQ23
EQ27
EQ32
EQ18
EQ32
EQ24
EQ24
EQ08
EQ27
EQ26
EQ17
EQ09
EQ15
EQ32
EQ19
EQ25
EQ24
EQ42
EQ42
EQ27
EQ35
EQ31
EQ25
EQ24
EQ24
EQ24
EQ24
EQ24
EQ32
30
"
x
4
8
"
30
"
x
4
8
"
30"x48"30"x48"
ADJACENT TENANT
AD
J
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N
A
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EX
T
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EXTERIOR
EX
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R
I
O
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EQ06
EQ32.1
EQ52
EQ13
EQ13
POP-UP
13
OFFICE/STORAGE
12
RETAIL
9
ENTRY LOBBY
1
SEATING
2
WAITING
3
SERVICE
COUNTER
5
KITCHEN
6
WALK-IN
FRIDGE
8
SUSHI PREP.
AREA
7
GRAM BAR
4
TOILET
11
TOILET
10
30
"
x
4
8
"
EQ04
EQ11
EQ11
EQ11
4'
-
5
"
42
"
H
C
O
U
N
T
E
R
EQ14
EQ07
EQ57
EQ57
EQ57
ELECTRICAL
PANELS
EQ59
EQ59
EQ59
EQ59
EQ59 EQ59
30
"
x
4
8
"
30"x48"
EQ55
EQ55
EQ55
EQ55
EQ30
EQ60 EQ60
EQ55
4' - 8 1/2"
EQ62
EQ45
EQ46
EQ48
EQ01
EQ03
EQ02
EQ01
EQ02
EQ13
WAITING
3
EQ11
EQ11
EQ11
FIRE
EXTINGUISHER
E01
0706
08
05
04
03
01
02
EQ29
EQ43
EQ39
EQ33
EQ27
EQ09
EQ10
EQ63
EQ55 EQ55
EQ32
EQ32
EQ24
EQ58
EQ24.1
EQ54
EQ57
4'
-
8
1
/
2
"
LE
D
P
A
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E
L
W
A
L
L
DI
S
P
L
A
Y
S
H
E
L
F
D
I
S
P
L
A
Y
S
H
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F
EQ24
EQ50
EQ50
3' - 7"
14
'
-
0
"
4' - 0"2' - 8"
4' - 0"
EQ64
EQ29
EQ47
EQ44
38
"
H
I
G
H
C
O
U
N
T
E
R
34
"
H
I
G
H
C
H
E
C
K
O
U
T
CO
U
N
T
E
R
34
"
H
I
G
H
C
H
E
C
K
O
U
T
CO
U
N
T
E
R
34
"
H
I
G
H
C
O
U
N
T
E
R
4' - 0"
34
"
HI
G
H
30
"
x
4
8
"
5' - 0"
7'
-
7
1
/
2
"
EQ32.2
EQ04
EQ04
EQ04
EQ65
EQ66
EQ32
EQ67
38
"
H
I
G
H
CO
U
N
T
E
R
38
"
H
I
G
H
CO
U
N
T
E
R
312
KITCHEN(584.33 SQ FT) + SUSHI BAR(234.39) + GRAM BAR(315.5) = 1,134.22 SQ. FT
1,134.22 X 25% = 283.56 SQ. FT (MINIMUM REQUIRED STORAGE)
TOTAL STORAGE = 345 SQ.FT
96 LINEAL FT PER 100 SQAURE FT OF MINIMUM REQUIRED STORAGE
272.22 LINEAL FT OF SHELVING REQUIRED
PROVIDED SHELVING = 275 LINEAL FT
RENEWAL
DATE
RCHIT
EC
T
DESNECIL
A
ALI F ORNIA
FOET
A
T
S
C
JOHNNY C. LU
C-30396
6/30/2027
AL
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.
Sheet Title
Sheet #
TAG Project Number:
411 EAST HUNTINGTON DRIVE, SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
1107 S BALDWIN AVE, UNIT B
ARCADIA, CA 91007
JAPAN
MART
Consultant:
Seal:
241103
REVISIONDATEDELTA
PC Date: 11/03/2025
EMPIRE
ELEPHANT
USA
PERMIT Date:
BID Date:
Client:
DESIGN WORKS
C:\Users\Edison Wang\Documents\JapanMart_Arcadia_R24_central_ewangTPPX8.rvt
EQUIPMENT
PLAN AND
SCHEDULE
FS101
EQUIPMENT SCHEDULE
# COUNT EQUIPMENT DESCRIPTION MANUFACTURER MODEL NO. SUPPLY BY
INSTALL
BY Comments
EQ01 2 GRIDDLE ACCUTEMP GGF1201B4850-T1 OWNER G.C.
EQ02 2 EQUIPMENT STAND INTERTEK ES-P3048 OWNER G.C.
EQ03 1 WORKTOP REFRIGERATOR TRUE TWT-48-HC OWNER G.C. SELF-CONTAINED
EQ04 4 UNDERCOUNTER REFRIGERATOR TURBO AIR MUR-48-N OWNER G.C. <varies>
EQ06 1 REFRIGERATOR TRAULSEN RHT232WUT-FHS OWNER G.C. SELF-CONTAINED
EQ07 1 FAUCET REGENCY 600FW86G G.C. G.C.
EQ08 1 PREP TABLE EVEREST EPBNR3 OWNER G.C.
EQ09 2 RICE COOKER RINNAI RER55ASN OWNER G.C.
EQ10 1 RICE WARMER ZOJIRUSHI RDS-600 OWNER G.C.
EQ11 3 DEEP FRYER PITCO PITCO35C+ OWNER G.C.
EQ12 1 WALK IN COOLER AIRCOOLER COOLER AND FREEZER OWNER G.C.
EQ13 2 AIR CURTAIN (36") CURTRON (AIR-PRO) AP-2-75-2-SS G.C. G.C. 1600 FPM
EQ14 1 AIR CURTAIN (72") CURTRON (MICROSHIELD) MCS-72 G.C. G.C. 1600 FPM
EQ15 1 EQUIPMENT STAND STEELTON 522SG3024 OWNER G.C.
EQ17 1 4 BURNERS GAS RANGE WITH OVEN COOK RITE ATO-4B OWNER G.C.
EQ18 1 THREE COMPARTMENT SINK GSW SE18183D G.C. G.C.
EQ19 1 FAUCET T&S 5PR-8W12 G.C. G.C.
EQ20 1 MOP SINK ADVANCE TABCO 9-OP-20+K-116 G.C. G.C.
EQ21 1 FAUCET ADVANCE TABCO K-240 G.C. G.C.
EQ23 1 UTILITY SHELF ADVANCE TABCO K-246 G.C. G.C.
EQ24 10 WIRE SHELVING METRO 1848BR OWNER G.C. 5-SHELVES
EQ24.1 1 WIRE SHELVING METRO 1836BR OWNER G.C. 5-SHELVES
EQ25 2 WIRE SHELVING METRO 1860BR OWNER G.C. 5-SHELVES
EQ26 1 PREP. SINK ADVANCE TABCO 93-1-24-18 G.C. G.C.
EQ27 4 HAND SINK AERO MANUFACTURING HSDE G.C. G.C.
EQ29 1 EXHAUST HOOD (9 FEET) CAPTIVEAIRE REFER TO MECHANICAL
DRAWING
G.C. G.C.
EQ30 1 EXHAUST HOOD (13 FEET) CAPTIVEAIRE REFER TO MECHANICAL
DRAWING
G.C. G.C.
EQ31 1 FAUCET ADVANCE TABCO K-101 G.C. G.C.
EQ32 6 WORK TABLE ADVANCE TABCO TT-304-X 48" OWNER G.C.
EQ32.1 1 WORK TABLE ADVANCE TABCO TT-304-X60" OWNER G.C.
EQ32.2 1 WORK TABLE ADVANCE TABCO TTS-180X30" OWNER G.C.
EQ33 1 UNDERCOUNTER REFRIGERATOR ATOSA MGF8406GR OWNER G.C.
EQ35 1 ONE COMPARTMENT SINK AERO MANUFACTURING MF1-1818 G.C. G.C.
EQ39 1 ICE MAKER, UNDERCOUNTER MANITOWOC ICE UYF0140A OWNER G.C.
EQ41 10 GONDOLA ISLAND LOZIER WED44825LBS OWNER G.C.
EQ42 2 DIGITAL KIOSK TBD TBD OWNER G.C.
EQ43 1 SOFT SERVE FREEZER TAYLOR C723 OWNER G.C.
EQ44 1 BLENDER VITAMIX COMMERCIAL THE QUIET ONE OWNER OWNER
EQ45 1 ESPRESSO COFFEE MACHINE LA MARZOCCO LINEA CLASSIC S (2 GROUPS) OWNER G.C.
EQ46 1 BAR & CAFE RINSER ESPRESSO PARTS EPPR724 G.C. G.C.
EQ47 1 WATER BOILERS MARCO MT8 1000763 OWNER G.C.
EQ48 1 COFFEE GROUNDER MAZZER MAJOR V OWNER OWNER
EQ49 2 SIX TIER METAL LOCKER ASI Storage ASI 16121278 OWNER G.C.
EQ50 2 STAND MIXER KITCHENAID KSM150PS OWNER OWNER
EQ52 1 SANDWICH PREP REFRIGERATOR TRUE TSSU-60-16-HC OWNER G.C. SELF-CONTAINED
EQ53 2 TRASH BIN TBD TBD OWNER G.C.
EQ54 1 BAR SINK ELKAY BLH15C G.C. G.C.
EQ55 7 COLD DISPLAY CASE 48" BLUEAIR TOAM-48-HC~NSL01 OWNER G.C.
EQ57 4 POS SYSTEM TBD TBD OWNER OWNER
EQ58 1 SANDWICH PREP. TABLE TURBO AIR MST-36-15-N6 OWNER G.C.
EQ59 6 WIRE SHELVING METRO 2448BR OWNER G.C.
EQ60 2 GONDOLA ISLAND LOZIER WED44825LBS OWNER G.C.
EQ62 1 PREP. SINK ADVANCE TABCO 93-1-24-18 G.C. G.C.
EQ63 1 FULL SERVICE REFRIGERATED CASE W/
GLASS
HOWARD-MCRAY SC-CMS34N-12-LED OWNER G.C. SELF-CONTAINED
EQ64 1 KNOCK BOX BARISTA BASICS KNOCK BOX 6"X5.5"X4" OWNER OWNER
EQ65 1 MAKI CUTTER SUSHI ROBOTS ASM260CE OWNER OWNER
EQ66 1 ROLL SUSHI MAKING MACHINE SUZUMO SVR-BXA-ET OWNER OWNER
EQ67 1 COMPACT SUSHI MACHINE SUZUMO SSN-JLX OWNER OWNER
GENERAL NOTES
1/4" = 1'-0"1EQUIPMENT PLAN
STORAGE CALCULATIONS
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NOTE: EXTERIOR
DOORS SHOULD BE
SELF-CLOSING AND
RODENT PROOFED.
NOTE: EXTERIOR
DOORS SHOULD
BE SELF-CLOSING
AND RODENT
PROOFED.
NOTE: EXTERIOR
DOORS SHOULD
BE SELF-CLOSING
AND RODENT
PROOFED.
NOTE: EXTERIOR
DOORS SHOULD
BE SELF-CLOSING
AND RODENT
PROOFED.
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
TH0E PROPOSED CONSTRUCTION/EQUIPMENT INSTALLATION IS APPROVED:
RESTAURANT - SR0423090
TYPE OF ESTABLISHMENT/SERVICE REQUEST# THE APPROVAL DOES NOT AUTHORIZE
THE VIOLATION OF ANY LAW, ORDINANCE OR REGULATION.
APPROVED: 11/21/2025 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
DIRECT CONNECTED
INDIRECT CONNECTED
INDIRECT CONNECTED
INDIRECT CONNECTED
INDIRECT CONNECTED
INDIRECT CONNECTED
INDIRECT CONNECTED