HomeMy WebLinkAbout5-Taco Bell - 08.06.2021 - P2.0 Waste-Vent PlanWASTE & VENT PLAN 1/4"=1'-0" A
WASTE & VENT PLAN NOTES CWATER HEATER CONDENSATE DETAIL E KEY NOTES B
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YMF0121"MAX.HUB DRAIN/FLOOR SINK
NOT TO EXCEED 1" A.F.F.
3" PVC EXHAUST
DUCT
1/2" VINYL OR PVC CONDENSATE
DRAIN. MUST INCLUDE LOOP AIR
TRAP. 1/4"/ FT MIN. SLOPE
6"WATER HEATER
90° ELBOW WITH TAP PROVIDED BY
MANUFACTURER
WATER HEATER PLATFORM
TOP OF LOOP MUST BE BELOW
BOTTOM OF EXHAUST ELBOW.
NOT USED D
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NO ROOF PENETRATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLAN
FOR LOCATIONS.
REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES.
STORM WATER PIPING IS SIZED FOR A RAINFALL OF 4" PER HOUR. ADJUST ROOF DRAIN
(RD-1) SIZE AND STORM PIPE SIZES PER THE LOCAL RAINFALL REQUIREMENTS AND BY
THE AUTHORITY HAVING JURISDICTION. PIPE SHALL DISCHARGE OVER DRIVE-THRU
ROADWAY CURB OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION.
INSULATE ALL HORIZONTAL RUNS OF STORM DRAINAGE PIPING ABOVE THE CEILING OR
EXPOSED WITH 1" CLOSED CELLULAR INSULATION WITH VAPOR BARRIER JACKET THAT
CAN BE PAINTED.
4" SECONDARY DRAIN OUTLET SHALL EXTEND 2" BEYOND FINISHED WALL. SEE
ARCHITECTURAL DRAWING A4.0 FOR INSTALLATION PROCEDURE AND A4.1 FOR EXACT
LOCATION OF DRAIN OUTLET.
COORDINATE LOCATION OF STORM WATER PIPING ABOVE CEILING WITH ALL TRADES
PRIOR TO INSTALLATION.
SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS
VERIFY WITH THE LOCAL BUILDING AUTHORITY THAT CONDENSATE DRAINAGE CAN BE
ROUTED TO THE MOP SINK.
GREASE INTERCEPTOR AND SAMPLE WELL TO BE VACUUM TESTED.
VERIFY LOCATION OF ALL EXISTING SANITARY PIPING IN FIELD PRIOR TO WORK. REUSE
WHEREVER POSSIBLE.
UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON PIPE FOR THE
FIRST 10 FEET FROM CONNECTION TO FLOOR SINK FS-2, OUTWARD.
REPLACE EXISTING FLOOR DRAIN WITH NEW HUB DRAIN. PROVIDE CONDENSATE
LINE AND DRAIN LINE FROM ICE MACHINE TO NEW HUB DRAIN, PROVIDE AIR GAP
PER LOCAL CODE. SEE P6.0
PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PER
LOCAL CODE. SEE P6.0
POINT OF CONNECTION TO EXISTING GREASE WASTE PIPING IN SPACE. VERIFY
EXACT SIZE, LOCATION, AND INVERT IN FIELD PRIOR TO WORK.
ROUTE TO CONNECT TO EXISTING VENT PIPING IN SPACE. VERIFY EXACT SIZE
AND LOCATION IN FIELD PRIOR TO WORK.
RUN DRAIN LINE FROM S/S DRINK MACHINE TO EXISTING HUB DRAIN BENEATH
D/T DRINK MACHINE. SEE DETAIL P6.0 AS REFERENCE FOR INDIRECT WASTE
PIPING. CONFIRM IF HUB DRAIN EXISTS, PROVIDE NEW FLOOR SINK AS
REQUIRED.
PIPE 3-COMPARTMENT SINK INDIRECTLY CONNECTED TO EXISTING HUB DRAIN
BELOW.
POINT OF CONNECTION TO EXISTING SANITARY PIPING IN SPACE. VERIFY EXACT
SIZE, LOCATION, AND INVERT IN FIELD PRIOR TO WORK.
ROUTE DRAIN FOR REVERSE OSMOSIS DISCHARGE TO FLOOR SINK. ENSURE
PROPER AIR GAP.
(E)FD
(E)HUB
DRAIN
(E)HUB
DRAIN
(E)HUB
DRAIN
(E)SAN
S-284
2
3
S-513
(E)FD
(E)FD
FS 2
1 5
S-546
S-285
S-547
S-544
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7
(E)HAND
SINK
(E)HAND
SINK
(E)MOP
SINK
5
8
4"
4" 4" 4" 4"
2"2" 2" 2"
2"
2"
2"
WC 1 WC 1
FD 1FD 1
L 1L 1
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(E)HUB
DRAIN
FS 1
S 4
4
S 3
3" 3"
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10 REMOVE AND CAP EXISTING FIXTURE. PATCH AND REPAIR TO MATCH EXISTING.
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11 REPLACE EXISTING GREASE TRAP WITH NEW 1000 GALLON GREASE
INTERCEPTOR. SEE DETAILS ON SHEET P1.0 AND THIS SHEET FOR MORE
INFORMATION.
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SAMPLE STRUCTURE DETAIL
12 EXISTING SAMPLE WELL, REPLACE WITH NEW AS REQUIRED. SEE DETAIL THIS
SHEET.
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(E)FD
9853 N MICHIGAN RD.
CARMEL, IN 46032
FDA-IN-01-21
08.06.2021PERMIT / BID:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ENDEAVOR - REMODEL
62 SEATS +/- / 3,011 +/- S.F.
TACO BELL, CARMEL, IN
A C H I T E C T S
2145 Ford Parkway, Suite 301
Saint Paul, Minnesota 55116
651.690.5525
www.finn-daniels.com
Rebecca L. Olson, AIA #AR11500059
MISSOURI
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 201808201274213
08/06/2021
09.10.2021COMMENTS
09.22.2021COMMENTS
P2.0
WASTE AND
VENT PLAN
JTJ
DN
09/23/21