HomeMy WebLinkAboutA112 Floor Drain and Sink Dimension PlanO
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Dumpster $
Service Yard
123
Bev
119A
Sto
120
Cooler
L119
0
0
Men's
Folio
1 R Vest
m " 109
I I
u
2'-4"
lid
Storage Hub drain
122
Dry Sto
117
� ook Line I'
I 116
7-1114' 3'-2 TT 4'-312' T-1"
Mach Rm
121
\ � / Ice -----
b �I-
118
2-6' 1 2'- go I
112
111
_ Sto 2
Server Aisle
113
L�I
Corridor
3 4
T
1
al Notes sixFloo
All dimensions to face of ofutl or edge of slab unless noted
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2
For missing tlimensions antl annotations refer to enlarged plans as noted on cahoots.
3
Forfloorsink, drain and trench tlrzin dimensions referto the floor dmin plan on sheet (A112). Dimensions
are fo the cenfedine of the chin/sink. Forfixfure type refer fo plumbing drawings.
4
For inferior finish refer to finish plan (A111)antl interior elevations (A4 series).
5
Forfumiture antl equipment layout refer to sheet (1101).
6
Provitle a minimum R-19 Batt insulation at exterior walls. Provitle a minimum 3" smuntl ball insulation in
walls aonuntl matronm antl of I
7
Provide backing/solid blacking for wall mounted items. Refer to kitchen drawings in the (FS series) for
equipment and shelving. Refer to the interior elevations(A4 series) for casework and miscellaneous
equipment.
8
Provide 12" Denshield backer board behind ceramic tile and 18" high at kitchen, restrooms, bar and wait
station. Refer to detail (6/A111).
9
For complete framing details refer to the structure) draxings.
10
Structural integrity shall not be compromised due to umomeen conflicts with pipe, duct or condu ft.
Patio
133
Sew
105A _.........
Main Dining North
2 105 3
UP
W
14-51W
Bar Dining
106
I
2d-9
Legend - Floor Drain Plan
Am - �. _ Hub Drain
1/4 11w Floor Drain j
/ -Concrete slab slopes a 1W per foot J ��
at 24' retllus
®m Floor Sink ✓✓✓ -
J'
r 1
1i
Trench Drain
/ ® I Existing Floor Drain
\ / -Concrete slab slopes a 1/4"per foot
at 24" radius Carmel
�o Existing Floor Sink (Zionsville), IN
10325 N. Michigan RD.
Carmel, IN 46032
Owner:
Chuys OPCO
1623 Tommy Road
Austin, TX. 78704
Ph: (512) 473-2783
Contact: Michael Hatcher
Architect:
Parkway CBA, LP
1000 Civic Circle
Lewisville, TX. 75067
Ph: (469) 322-3714
Project Contact: Bill Pounds, All
MEP Engineer:
Diaelectic Engineering
—0 310 W. 20th Street
Suite 200
Kansas City, MO 64108
Ph: (816) 997-9627
Contact: Joe Hillebrenner, P.E.
Structural Engineer:
Armstrong -Douglas
6060 N. Central Expressway
East Suite T
9 Dallas,, 0
Main Dining 76206
104 _. Ph' (214) 237-7022
Contact: Scot) Armstrong, P.E.
Landscape Architect:
Belle Firma, Inc.
4245 North Central Expy.
Suite 501
Dallas, Texas 75205
Ph: (214) 865-7192
Contact: Kon Haug, ASLA, CLAPS
Vest
Entry 101
Prep Line /fin E
F-1-15-7
r]I�{ ,L 102
T-311V LSJ h lir000 - ,
�t Hubcap
103
® ® DW
114
/ \
D ;
Architect: Greg Klimko
23.18
Date
Author
Checker
04-97221
_ ,.1-.0
Floor Drain/Sink
Dimension Plan
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: VI-1U
A112