HomeMy WebLinkAbout1601 W 17th St #F1 - 101117289-90, 20181377, 30146555, 40138560 - PlanVITREOUS CHINAC_LAVATORYKINGSTONK-2005
Coke
SS TABLE
on Casters
48"X72"
CUTTING EDGE
S.STL. TABLE
MA
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EXIT
POINT "A"
EXIT
POINT "B"PATH OF TRAVEL
PATH OF TRAVEL
PATH OF TRAVEL
PATH OF TRAVEL
PATH OF TRAVEL
PATH OF TRAVEL
PATH OF TRAVEL
PATH OF TRAVEL
PA
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PATH OF TRAVEL
DOMINO'S SPACE
OTHER TENAT SPCE
OTHER TENAT SPCE
(E) LANDSCAPE
(E) SIDEWALK
(E) LANDSCAPE
(E) SIDEWALK
(E) DRIVEWAY
ENTRANCE
(E) LANDSCAPE
(E) ADA RAMP
(E) PARKING
(E
)
P
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(E
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P
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K
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(E) PATH OF TRAVEL
(E) PATH OF TRAVEL
(E) PATH OF TRAVEL
(E) PATH OF TRAVEL
(E) PATH OF TRAVEL
(E) PATH OF
T
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(E
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W. 17 TH ST.
(E) PATH OF TRAVEL
VAN
(E
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(E
)
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(E
)
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2% MAX.
CROSS SLOPE
2% MAX.
CROSS SLOPE
2% MAX.
CROSS SLOPE
2% MAX.
CROSS SLOPE
5%
M
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.
SL
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5%
M
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SL
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5%
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5%
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(E
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(E) LANDSCAPE
2% MAX SLOPE.
ALL DIRECTIONS
(E) HANDRAIL @ EA. SIDE
2% MAX.
CROSS SLOPE
2% MAX.
CROSS SLOPE
2% MAX.
CROSS SLOPE
2% MAX.
CROSS SLOPE
5%
M
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5%
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5%
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5% MAX.
SLOPE
2%
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SEE 3 & 4/SP
SEE 3 & 4/SP
SEE 1/SP
SEE ENLARGE PLAN
THIS SHEET
&
SHEET SITE PLAN/SP
OCCUPANCY TYPE "B"
FARTHEST PATH OF TRAVEL
EXIT : 81'-4"
MAX. PATH OF TRAVEL EXIT
W/ SPRINKLER SYSTEM 300 FEET
GALVANIZED
STEEL POSTS
EQUAL SPACING
(6'-1" MAX.)
1'-0"
(TYP.)
1'-0"
TURN ENDS INTO POST
1'-0"
EQUAL
(6'-1" MAX.)
WELD POSTS
TO RAILS (TYP.)
EQUAL
(6'-1" MAX.)
EQUAL
(6'-1" MAX.)
EQUAL
(6'-1" MAX.)
RAIL STRAPS AT 3'-0" O.C. (TYP.) - REF.
DETAIL E-15. CONTRACTOR TO SUBMIT
SAMPLES FOR APPROVAL
GALVANIZED STEEL TOP AND
BOTTOM RAILS (SEE NOTES BELOW)
BOTTOM RAILS 4" MINIMUM
5" THICK CONCRETE AS
DETAILED ON DETAIL A-1
SLEEVE SET POST OPTION:
6" MIN. DIA. CONCRETE POST FOOTING. SET IN 6"
DEEP SLEEVES PACKED W/ NON-SHRINK GROUT
5'-0" LANDING
2% SLOPE
(MAX.) IN ANY
DIRECTION
30'-0" MAX. LENGTH - SLOPE NOT TO EXCEED 8.33% (1:12)
(2-6" MAX. RISE)
EXISTING SIDEWALK WITH HANDRAIL - SIDE SECTION
SCALE: N.T.S
6'-0"LANDING
2% SLOPE
(MAX.) IN ANY
DIRECTION
34
"
-
3
8
"
12" GROOVE STRIP
NOTE: CONTRACTOR TO VERIFY EXISTING SITE CONDITION COMPLIED W/CODE
1
-
(E
)
P
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(E) PATH OF TRAVEL
VAN
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CROSS SLOPE
5%
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(E) LANDSCAPE
2% MAX SLOPE.
ALL DIRECTIONS
(E
)
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H
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SEE 3 & 4/SP
SEE ENLARGE PLAN
SHEET SITE PLAN/SP
Revision Date
DRAW BY:
SHEET NO.:
SCALE:
No.
DATE:
OF
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SP.1INTERIOR PATH OF TRAVEL
PARTIAL SHOPPING CENTER PATH OF TRAVEL (DOMINO'S LOCATION)
-
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ENLARGE (E) SIDEWALK
EXISTING SITE PLAN COMPLY W/ 11B.502 CURRENT CODE
COMPLY W/ 11B.502 CURRENT CODE
COMPLY W/ 11B.502 CURRENT CODE
1601 W 17th St #F1 -
101117289-90, 20181377,
30146555, 401385601/22/2024
Revision Date
DRAW BY:
SHEET NO.:
SCALE:
No.
DATE:
OF
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T.1
ABBREVIATIONS SHEET INDEX
DOMINO'S PIZZA #7819
PROJECT DATAGENERAL NOTES / CONSTRUCTION NOTES
SCOPE OF WORK
OCCUPANT LOAD CALCULATION
PLANS UNDER SEPARATE PERMIT / DEFERRED:
EARTH MAP
ADA
ADD
ABC
A/C
AMERICANS w/ DISABILITIES
ACT
ADDENDUM
AGGREGATE BASE COURSE
AIR CONDITIONING
ADD'N ADDITION
AFC
AFF
AFG
AFI
ALT
ALUM
ABOVE FINISHED CEILING
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ADVANCED FIXTURES, INC.
AGG AGGREGATE
AHJ AUTHORITY HAVING
JURISDICTION
ALTERNATE
ALUMINUM
AMP AMPERE, AMPS
ARCH ARCHITECT
ASP
AVG
ASPHALT
AVERAGE
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BM.
B.M.
BO
BEAM
BOT
BENCHMARK
BOTTOM OF
BOTTOM
CAB'T CABINET
CB
CEM CEMENT
CF
CATCH BASIN
CUBIC FEET
CFM CUBIC FEET PER MINUTE
CIP
CG
CAST IN PLACE
CORNER GUARD
CHAN CHANNEL
CJ
CJT
CL
CLG
CLR
CM
COL
CONTROL JOINT
CONSTRUCTION JOINT
CENTER LINE
CEILING
CLEAR
CMU CONCRETE MASONRY UNIT
CO
CENTIMETER
CLEAN OUT
COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
COR'G CORRUGATED
CT
CTR
CW
CERAMIC TILE
COUNTER
CTSK COUNTERSUNK
CV CHECK VALVE
COLD WATER
CWP COLD WATER PIPE
DIA, Ø DIAMETER
DB
DBL
DC
DECIBEL
DOUBLE
DEG,° DEGREE
DET
DISP
DL
DN
DP
DS
DIRECT CURRENT
DETAIL
DIAG DIAGONAL
DIM DIMENSION
DISPENSER
DEADLOAD
DOWN
DAMP PROOFING
DOWNSPOUT
DWG DRAWING
DWGS DRAWINGS
DWL DOWEL
EC
EDF
EF
EIFS
EJ
EL
ELECTRICAL CONTRACTOR
ELECTRIC DRINKING
FOUNTAIN
EXHAUST FAN
EXTERIOR INSULATING
FINISHING SYSTEM
EXPANSION JOINT
ELECTRIC
ELEV ELEVATION
EMP EMPLOYEE
ENG ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EXH EXHAUST
EXIST EXISTING
EXP
EXT
FA
EXPANSION
EXTERIOR
FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FCO
FD
FT
FLOOR CLEANOUT
FLOOR DRAIN
FEET
FIN
FO
FIXT
FL
FLR
FF
FINISH
FINISH OPENING
FIXTURE
FLASHING
FLOOR
FINISHED FLOOR
FLOUR FLOURESCENT
FTG
FND
FR
FOOTING
FOUNDATION
FRAME
FRA
FHC
FRT
G
GA
FIBERGLASS REINFORCED
PANEL
FIRE HOSE CABINET
FIRE RETARDANT TREATED
GROUND
GAUGE
GALV GALVANIZED
GC
GD
GI
GL
GRL
GYP
HC
HB
GYPSUM
HANDICAPPED
HOSE BIBB
HDAS HEADED ANCHOR STUDS
HD HEAD
HDN HARDENER
HDW HARDWARE
HDWD HARDWOOD
HM
HTR
HT
HW
IN
ID
HAND RAIL
HEATER
HEIGHT
HORIZ HORIZONTAL
HP
HR
HOLLOW METAL
HIGH POINT
HVAC HEATING, VENTILATING AND
AIR CONDITIONING
HOT WATER
INCH
INSUL INSULATION
INT
INV
IA
INVERT
JAN
JST
K
KP
KV
KVA
KW
LAV
LB
LDG
LF
LG
LL
LLH
LLV
LOC
LTH
LVR
J-BOX JUNCTION BOX
JT
JOIST
KIPS (1000LBS)
KICK PLATE
KILOVOLT
KILOVOLT-AMPS
KILOWATT
KWH KILOWATT-HOUR
LAM LAMINATED
LAVATORY
POUNDS
LANDING
LINEAR FEET
LENGTH
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOCATION
LONG LONGITUDINAL
LT LIGHT
LATH
LOUVER
LWC LIGHT WEIGHT CONCRETE
M METER
MAT'L MATERIAL
MAX MAXIMUM
MCJ
UL
MECH MECHANICAL
MTL
MIN
ML
MAN HOLE
MINIMUM
METAL LATH
MLDG MOULDING
MO
MR
MASONRY OPENING
MOISTURE RESISTANT
MSW MAIN SWITCHBOARD
MTD MOUNTED
MULL MULLION
N/A
NG
NIC
NL
NPS
OA
OBS
OC
OD
OFS
OFD
NOT APPLICABLE
NATURAL GRADE
NOT IN CONTRACT
NIGHT LIGHT
NOM NOMINAL
NTS
NO
NOT TO SCALE
NUMBER
NATIONAL PIPE SIZE
OVERALL
OBSERVE
ON CENTER
OUTSIDE DIAMETER
OVERFLOW SCUPPER
OVERFLOW DRAIN
MASONRY CONTROL JOINT
METAL
MFR MANUFACTURER
MH
UNDERWRITERS
LABORATORIES
UNO UNLESS NOTED OTHERWISE
UPS UNINTERRUPTIBLE POWER
SUPPLY
V
VA
VENT
VOLT-AMPRE
VERT VERTICAL
VG VERTICAL GRAIN
VEST VESTIBULE
VCA
VCP
VTR
WB
WC
VINYL COMPOSITION TILE
VITREOUS CLAY PIPE
VENT THROUGH ROOF
WATER BASE
WCO WALL CLEANOUT
WD
WATER CLOSET
WOOD
WDW WINDOW
WF
WH
W/
W/O
WIDE FLANGE
WATER HEATER
WITH
WITHOUT
WO WALL OPENING
WP
WIND LOAD
WEATHER PROOF
WW WINDOW WALL
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WL
XFMR TRANSFORMER
INVERT ELEVATION
JANITOR
JOINT
INSIDE DIAMETER
INTERIOR
GENERAL CONTRACTOR
GRADE
GALVANIZED IRON
GLASS
GRILLE
OSHA OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
OPNG OPENING
d PENNY
PERP PERPENDICULAR
PRECAST
PH, ɸ PHASE
PC
PG
PIV
PL
PL.
PAGE
POST INDICATOR VALVE
PROPERTY LINE
PLATE
PLBG PLUMBING
PLYWD PLYWOOD
PNL
PR
PSI
PANEL
PAIR
PSF
PTD
PTN
PT
PVC
QTY
R
R/A
RCP
RD
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PAINTED
PARTITION
POINT
POLYVINYL CHLORIDE
QUANTITY
RADIUS
RETURN AIR
REFLECTED CEILING PLAN
ROOF DRAIN
REG REGISTER
RO
RFG
RTU
SC
SCJ
REVISION
ROOFING
ROOM
ROUGH OPENING
REINF REINFORCED, REINFORCING
REQ'D REQUIRED
REV
RGH ROUGH
RM
ROOF TOP UNIT
SITE CONTRACTOR
STUCCO CONTROL JOINT
SCR SCREW
SECT SECTION
SEL
SF
SELECT
SHT
SQUARE FEET
SHEET
SMS SHEET METAL SCREW
SDG SIDING
SIM
SLDG SLIDING
SM
SOV
SIMILAR
SMOOTH
SPEC SPECIFICATION
SPL
SQ
S/S
SQUARE
STAINLESS STEEL
STC
STD
STL
SOUND TRANSMISSION CLASS
STANDARD
STEEL
STRUCT STRUCTURE
SUSP SUSPENDED
SW.BD. SWITCHBOARD
SYM SYMMETRICAL
TC
TG
TOA
TOP OF CURB
THRU. THROUGH
TO
TEMPERED GLASS
TOP OF
TSTAT THERMOSTAT
TYP
TOP OF STEEL DECK
TYPICAL
SHUT OFF VALVE
SPLASH
PROJECT TEAM
SYMBOLS LEGEND
A-4
2
12
A-4
2
A-4
2
101
KITCHEN
VICINITY MAP
ARCHITECTURE:
STRUCTURAL
MECHANICAL:
ELECTRICAL:
PLUMBING:
SITE AND BUILDING WALK THRU STATEMENT
D1
1601 WEST 17TH ST.
SUITE "F1"
SANTA ANA, CA 92706
Bldg# 101117289-90
Elec# 20181377
Plmb# 30146555
Mech# 40138560
APPROVALS:
PLNG - CSantana
BLDG - TLe
ELEC - MSmith
PLMG/MECH - TLuka
PD - BMartin
1601 W 17th St #F1 -
101117289-90, 20181377,
30146555, 401385601/22/2024
VITREOUS CHINAC_LAVATORYKINGSTONK-2005
Coke
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DI
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P
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C
H
SS TABLE
on Casters
48"X72"
CUTTING EDGE
S.STL. TABLE
MA
N
A
G
E
R
D
E
S
K
BO
X
&
B
E
V
E
R
A
G
E
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T
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Coke
24
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4
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w
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C
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b
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w
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16
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P
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Pass
Pie
1 32
D
A
B
C
EXIT
CARRY OUT 3 Tier Rack
VITREOUS CHINAC_LAVATORYKINGSTONK-2005
1 32
D
A
Revision Date
DRAW BY:
SHEET NO.:
SCALE:
No.
DATE:
OF
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7
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"
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1
"
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
NOTES LEGEND
EXISTING WALLS TO REMAIN
SEE 2/A.5
(N) INTERIOR 42" H. LOW WALL
WALL LEGEND :
(E) STORE FRONT WINDOW
TO REMAIN
(N) INTERIOR FULL HTS. WALL
SEE 1b/A.7
-
E
X
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F
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1601 W 17th St #F1 -
101117289-90, 20181377,
30146555, 401385601/22/2024
1 32
D
A
B
C
C3
C4
Sheet: 1
File: ..\..\..\LOFTI CONSTRUCTION, DESIGN, BUILD, INC\Design - Doc
Missing or invalid reference
TYPICAL T-BAR CEILING SYSTEM DETAILS 1
ICC-ES EVALUATION REPORT: ESR-1222
ICC-ES EVALUATION REPORT: ESR-1222
Steel Stud
Compression Post
45°
or less
Cross Tee Main Beam
45° or less
45° or less
#12
Hanger
Wire 45° or less
OPTION 2
ICC-ES EVALUATION REPORT: ESR-1222
OPTION 1
ICC-ES EVALUATION REPORT: ESR-1222
—
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SA
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0
6
TYPESYMBOL
LIGHTING FIXTURE SCHEDULE
REMARKS
NOTES LEGEND
EXISTING WALLS TO REMAIN
(N) INTERIOR FULL HTS. WALL
MATERIALDESCRIPTIONMANUFACTURERNO.
C3
C1
CEILING TILE SCHEDULE
COLOR FINISH
C4
HT.
8'-0"
HT.
9'-0"
HT.
11'-0"
HT.
11'-0"
HT.
11'-0"
HT.
11'-0"
HT.
10'-0"
C1
C5
C5
C5
C5
C5
A.2
-
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T-BAR GRID/LIGHTING DETAILS 2
DETAIL 'A'
3/4" MIN. CLR
6"
2"
MIN.
VERTICAL STRUT 4
SOFFIT SECTION/DETAIL 1
(E) AC UNIT
YORK
MODEL #B3CH068A258
SEE MECH. PLANS
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suspended ceiling compression struts adequate to
resist the vertical load induced by the splayed
bracing wires. Struts not exceeding the heights
specified below may be used (provide calculations
or approval report for alternate):
1) 8' - One 3 5/8" 25 ga metal stud
2) 10' - Two 1 5/8" 25 ga metal studs oriented
perpendicular (flange of one stud connected to
the web of the other stud) and connected
every 12" along their length
3) 15' - Two 2 ½" 25 ga metal studs, oriented and
connected per item 2
4) 20' - Two 1 5/8" metal studs, oriented and
connected per item 2
(suspended ceiling compression struts )
LIGHT FIXTURE HOUSE TO STRUCTURAL NOTES:
- Fixtures less than 10 pounds, provide one #12 gage wire (may be slack)
- Fixtures 11 - 55 pounds, provide two #12 gage wires (may be slack)
- Fixtures 56 pounds or more shall be supported directly from the structure
above without using the ceiling suspension system for direct support
- Pendant hung fixtures shall be supported directly from the structure
above using #9 gage wire.
duct work that are not provided with bracing restraints for
horizontal forces. Cable trays and electrical conduits shall be
supported independently of the ceiling."
'The suspended ceiling lateral force-bracing members shall
be located a
'NOTE:
18.40.100 Added CBC 1613.7 – Suspended ceiling.
Section 1613.7 is added to Chapter 16 of the 2016 California Building Code to read as follows:
1613.7 Suspended Ceilings. Minimum design and installation standards for suspended ceilings
shall be determined in accordance with the requirements of Section 2506.2.1 of this Code and
this Subsection.
1613.7.1 Scope. This part contains special requirements for suspended ceilings and
lighting systems. Provisions of Section 13.5.6 of ASCE 7 shall apply except as modified
herein.
1613.7.2 General. The suspended ceilings and lighting systems shall be limited to 6 feet
below the structural deck unless the lateral bracing is designed by a licensed engineer or
architect.
1613.7.3 Sprinkler Heads. All sprinkler heads (drops) except fire-resistance-rated
floor/ceiling or roof/ceiling assemblies, shall be designed to allow for free movement of
the sprinkler pipes with oversize rings, sleeves or adaptors through the ceiling tile.
Sprinkler heads and other penetrations shall have a 2-inch (50 mm) oversizing ring,
sleeve or adapter through the ceiling tile to allow for free movement of at least 1-inch (25
mm) in all horizontal directions. Alternatively, a swing joint that can accommodate 1-inch
(25 mm) of ceiling movement in all horizontal directions is permitted to be permitted to be
provided at the top of the sprinkler head extension.
Sprinkler heads penetrating fire-resistance-rated floor/ceiling or roof/ceiling assemblies
shall comply with Section 714.
1613.7.4 Special Requirements for Means of Egress. Suspended ceiling assemblies
located along a means of egress serving an occupant load of 30 or more shall comply
with the following provisions.
1613.7.4.1 General. Ceiling suspension systems shall be connected and braced
with vertical hangers attached directly to the structural deck along the means of
egress serving an occupant load of 30 or more and lobbies accessory to Group A
Occupancies. Spacing of vertical hangers shall not exceed 2 feet (610 mm) on
center along the entire length of the suspended ceiling assembly located along the
means of egress or at the lobby.
1613.7.4.2 Assembly Device. All lay-in panels shall be secured to the suspension
ceiling assembly with two hold-down clips minimum for each tile within a 4-foot
(1219 mm) radius of the exit lights and exit signs.
1613.7.4.3 Emergency Systems. Independent supports and braces shall be
provided for all appendages such as light fixtures, air diffusers, exit signs, and
similar elements.
1613.7.4.4 Supports for Appendage. Separate support from the structural deck
shall be provided for all appendages such as light fixtures, air diffusers, exit signs,
and similar elements.
minimum of 6 inches from all horizontal piping or
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EXISTING GENDER RESTRM. INTERIOR ELEVATIONS 2
ENLARGE (E) MGENDER RESTRM. FLOOR PLAN
GENDER RESTROOM SIGN 3
SNEEZE GUARD WALL DETAIL
SNEEZE GUARD BRACKET DETAIL
ENLARGE SNEEZE GUARD PLAN
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TYPICAL MOUTH ZONE HT.
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15
WALL PARTITION DETAIL TO ROOF 2
TYPICAL T-BAR CEILING DETAIL 6
BASE- SECTION 7FLOOR SINK WALL ATTACHMENT 4WALL TYPES MATERIAL FINISH
TYPICAL T-BAR DRY WALL CEILING SYSTEM DETAILS 10
#8 GAUGE HANGER WIRES SPACED 4'-0" O.C. ALONG 1 1/2:
METAL CHANNELS. LOCATE WITHIN 8" OF ENDS OF
CHANNEL RUNS.
1 1/2" STEEL CHANNEL @ 4'-0" O.C. PROVIDE 1" CLEARANCE
BETWEEN ABUTTING WALLS AND PARTITIONS. AT CHANNEL
SPLICES, INTERIOR LOCK FLANGES, OVERLAP ENDS 12" AND
SECURE EACH END WITH DOUBLE STRAND 18 GA. TIE WIRE.
METAL FURRING CHANNEL WITH 1" CLEARANCE BETWEEN
FURRING ENDS AND ABUTTING WALLS AND PARTITIONS.
ATTACH FURRING CHANNELS TO A 1/2" CHANNEL WITH
FURRING CHANNEL CLIPS INSTALLED ON ALTERNATE SIDES
AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST 8"
OVERLAP AND SECURELY WIRE TIE EACH END WITH
DOUBLE STRAND 18 GA. TIE WIRE.
LATERAL SUPPORT WIRES, #12 GA. (MIN.) SPLAYED IN FOUR
DIRECTIONS 90 DEGREES APART. CONNECT TO 1 1/2"
STEEL CHANNEL @ 6" MAX. FROM CROSS FURRING
CHANNEL TO STRUCTURE ABOVE AT AN ANGLE NOT
EXCEEDING 45 DEGREES FROM PLANE OF CEILING.
INSTALL LATERAL SUPPORT WIRES @ 12'-0" INTERVALS
EACH DIRECTIONS WITH THE FIRST POINT @ 4'-0" (MAX.)
FROM EACH WALL.
5/8" TYPE 'X' GYPSUM BOARD.
12
1
ICC-ES EVALUATION REPORT: ESR-1222
ICC-ES EVALUATION REPORT: ESR-1222
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CEILING
FLOOR COVERING & BASE
PAINT
MASTER MATERIAL SCHEDULE
WALL COVERING
METAL
SOLID SURFACE
CORNER GUARD
FURNITURE SCHEDULE
COUNTER CABINET/SOFFIT SCHEDULE
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- FLOOR FINISH MUST BE SLIP RESISTANT.
NOTES:
- RESTROOM 6"X6" SMOOTH 3/8" RADIUS COVED BASE TILE
- WASH STATION 8"X8" QUARRY FLOOR TILE NON SLIP.
- PRODUCTION AREA METAL 3/8" RADIUS COVED.
- PRODUCTION AREA 8"X8" QUARRY FLOOR TILE NON SLIP.
- WASH STATION AREA METAL 3/8" RADIUS COVED.
FINISH FLOOR PLAN 1
NOTES SYMBOL
WALL MATERIAL FINISH
SEE SHEET 15/A-5
LEGEND
ENLARGE FLOOR TILE AREA
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DRIVER DESK ELEVATION
TYPICAL HAND WASHING SINK ELEVATION
1SNEEZE GUARD & SLAP TABLE (DOUGH) & LOW WALL DETAIL
MANAGER& DRIVER COUNTER DETAIL 6
3WASHING AREA ELEVATION
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PONY WALL SUPPORT
SERVICE COUNTER/CASHIER DETAILS
9CHALK WALL
8NEWS PRINT
7
TYPICAL SERVICE CHESHIRE COUNTER
10
DETAIL DELETED
LOW WALL DETAIL
SNEEZE GUARD & SLAP TABLE (DOUGH)
ENLARGE CAP SNEEZE GUARD
a
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VITREOUS CHINAC_LAVATORYKINGSTONK-2005
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S.STL. TABLE
CARRY OUT 3 Tier Rack
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KITCHEN EQUIPMENT SCHEDULE
NOTE:
1- PROVIDE BACKING FOR ALL EQUIPMENTS
ALL EQUIPMENTS NSF, UL, ANSI TESTING APPROVED
ALL EQUIPMENTS NSF, MODELS PER SCHEDULE OR EQ.
2- SEE HEALTH DEPT. NOTES THIS SHEET
NOTES LEGEND
EXISTING WALLS TO REMAIN
(N) INTERIOR FULL HTS. WALL
(N) INTERIOR 42" H. LOW WALL
WALL LEGEND :
(E) STORE FRONT WINDOW
TO REMAIN
K.1
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1601 W 17th St #F1 -
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STAINLESS STEEL
FLOOR TO CEILINGS
STAINLESS STEEL FLOOR TO CEILINGS
with S.S hood skirt from top off hood to ceiling
1
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FIRE EXTINGUISHER
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FIRE EXTINGUISHER
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NO PARKING
VITREOUS CHINAC_LAVATORYKINGSTONK-2005
1 32
D
A
B
EV SIGN MOUNTED
ON THE WALL
EV CHARGE
ONLY
SEWER POC1" WATER
C
EV CHARGER STATION
(E) COL.(E) COL.(E) COL.
(E) LANDSCAPE(E) PARKING (E) PARKING (E) PARKING
1" CONDUIT THRU CRAWLSPACE
FROM SUB-PANEL TO
NEW EV STATION
(N) WHEEL STOP
LETTERING
12" MIN.
OVERHEAD 1" CONDUIT ONLY
INSIDE THE STORE
TO (E) EP
OVERHEAD 1" CONDUIT ONLY
INSIDE THE STORE
TO (E) EP
(E) CURB(E) CURB
LETTERING
12" MIN.
DOMINO'S
PIZZA
(E) SIDEWALK (E) SIDEWALK(E) SIDEWALK
MOUNTED ON THE WALL
NO PARKING
A
EV SIGN MOUNTED
ON THE WALL
EV CHARGE
ONLY
SEWER POC1" WATER
EV CHARGER STATION
(E) COL.(E) COL.(E) COL.
(E) LANDSCAPE(E) PARKING (E) PARKING (E) PARKING
1" CONDUIT THRU CRAWLSPACE
FROM SUB-PANEL TO
NEW EV STATION
(N) WHEEL STOP
LETTERING
12" MIN.
OVERHEAD 1" CONDUIT ONLY
INSIDE THE STORE
TO (E) EP
(E) CURB(E) CURB
LETTERING
12" MIN.
(E) SIDEWALK (E) SIDEWALK(E) SIDEWALK
MOUNTED ON THE WALL
VITREOUS CHINAC_LAVATORYKINGSTONK-2005
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EV PEDESTAL FOOTING DETAILEV PEDESTAL PLAN VIEWEV PEDESTAL SECTION A-A
EV MOUNT CHARGE STATION TO PEDESTAL
EV MOUNT CHARGE STATION TO PEDESTAL
EV COVERING REQUIRMENTS
EV SIGN POST AT POLEEV SIGN POST AT WALL
EVSE MODEL AW32 SERIES
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OTHER TENANTOTHER TENANT
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STORE HEARING US
STORE
(E) PARKING (E) PARKING
NO PARKING
(E)
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1SHOPPING CENTER EXTERIOR ELEVATION
2EXTERIOR ELVATION DOMINO'S LOCATION
DOMINO'S PIZZA LOCATIONNEW DOMINO'S PIZZA LOCATION SIGN
DOMINO'S PIZZA LOCATION NEW DOMINO'S PIZZA LOCATION SIGN
3EXISTING ADA PARKING 4EXISTING TACTILE WARNING SURFACE @ SHOPPING CENTER DOMINO'S SITE PLAN
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DOMINO'S PIZZA LOCATION
5EXISTING SHOPPING CENTER SITE PLAN
NO ROOF EQUIPMENT
TALLEST ROOF TOP IS 38" TALL
PARAPET PARAPET EXCEEDS 60" TALL
VISIBLE TO PUBLIC
EXISTING SITE PLAN COMPLY W/ 11B.502 CURRENT CODECOMPLY W/ 11B.502 CURRENT CODE COMPLY W/ 11B.502 CURRENT CODE
6EXISTING GROOVING DETAIL
COMPLY W/ 11B.502 CURRENT CODE
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20INSTA-WATER HEATER
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20INSTA-WATER HEATER
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30 20
W/20 AMP DISCONNECT
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GREASE INTERCEPTOR MEMORANDUM
To: Nikki Investments - Applicant Date: October 20, 2023
From: Hector Medina – Assistant Engineer. PWA
Water Resources Division
Location: 1601 W. 17TH ST. STE F1 – DOMINO’S PIZZA
The above referenced food service establishment (FSE) must comply with the FOG (Fats, Oils, and
Grease) Control Program Rules and Regulations established in Ordinance NS-2921 and as follows:
A gravity grease interceptor (GGI) is required at this FSE for the following reason(s):
This is a new FSE, or;
This is an existing FSE undergoing remodeling, or;
This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to
continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged
to the sewer system.
C/c: Water Resources Division
Planning & Building Agency
OC Health Care Agency
Public Works Agency (Development)
EEC Environmental
Applicant
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