13-406-018:! DESCRIPTION
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AIR CHAMBER
D4
GATE VALVE
H
GATE VALVE IN VERTICAL
O—
"P" TRAP
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PIPE DOWN (DN)
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PIPE UP (UP)
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TRAP PRIMER (TP)
AAV
AIR ADMITTANCE VALVE (AAV)
ASSOCIATES
FLOOR CLEAN OUT (FCO)
FLOOR DRAIN (FD)
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FLOOR SINK (FS)
CONNECT TO EXISTING
GAS COCK VALVE
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UNDERBAR ICE CHEST
SOLENOID VALVE
GAS REGULATOR
UG
UNDERGROUND
VB
VACUUM BREAKER
VTR
VENT THRU ROOF
RWL
RAIN WATER LEADER
FU
FIXTURE UNIT
CLG
CEILING
SOV.
SHUT OFF VALVE
BFP
BACKFLOW PREVENTER
EITCHEN EQUIPMENT CONNECTION SCHEDULE
ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 EDITION, STATE
DESCRIPTION
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OVEN, CONVECTION, GAS
TELESCO
2.
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BROILER, UNDER-FIRED, GAS
ASSOCIATES
PER FT. SLOPE FOR 2" PIPE SIZE AND SMALLER DEVIATIONS SHALL BE APPROVED BY
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UNDERBAR ICE CHEST
BAY WW3 R 33IR
INDIRECT CONNECTION TO
FLOOR SINK
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PROVIDE CLEAN OUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLEAN-OUTS TO BE
,
INDIRECT CONNECTION TO
FLOOR SINK
FLUSH MOUNTED.
WALL HUNG MOUNTED
MATERIALS SHALL BE ALL NEW i AS FOLLOWS:
HAND SINK, WALL MOUNT
305 :.s
WALL HUNG MOUNTED
tom@nightclub-design.com
CONFORMING ASTM D-2665. ABOVE GROUND: PVC DRAINAGE WASTE & VENT (DWV)
INDIRECT CONNECTION TO
FLOOR SINK
SCHEDULE 40 CONFORMING ASTM D-2665 OR CAST IRON NO HUB PIPE AS PER CISPI
WATER PURIFICATION SYST.
LICENSE # LPI .�
EXISTING TO BE R ELOCATED
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DISPENSER, ICE TEAIICE COFFEE
INDIRECT WASTE TO FS
COFFEE MAKER, POUROVER
INDIRECT WASTE TO FS
ESPRESSO MACHINES
UNDERGROUND.PROVIDE Y2"THICK MIN. FIBERGLASS INSULATION TO ALL HOT WATER.
EXISTING TO REMAIN
WATER HEATER
EkSTING TO REMAIN
SINK, NSF, 3 COMP, 14 GAUGE
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EXISTING TO REMAIN
- HOSP 'ATALITY ARCHITECTURE
w - - "NTERIOR DESIGN
SPECIFICATIONS:
1.
ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 EDITION, STATE
AND LOCAL ORDINANCES.
TELESCO
2.
BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/8"PER FT. MIN. FALL FOR 3" PIPE AND LARGER
ASSOCIATES
PER FT. SLOPE FOR 2" PIPE SIZE AND SMALLER DEVIATIONS SHALL BE APPROVED BY
CONCOURSE, t
BAY WW3 R 33IR
3.
PROVIDE CLEAN OUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLEAN-OUTS TO BE
,
FLUSH MOUNTED.
4.
MATERIALS SHALL BE ALL NEW i AS FOLLOWS:
305 :.s
A. DRAINAGE WASTE AND VENT PIPING UNDERGROUND: PVC (DWV) PIPING SCHEDULE 40
tom@nightclub-design.com
CONFORMING ASTM D-2665. ABOVE GROUND: PVC DRAINAGE WASTE & VENT (DWV)
SCHEDULE 40 CONFORMING ASTM D-2665 OR CAST IRON NO HUB PIPE AS PER CISPI
LICENSE # LPI .�
r. -r ! APPROVED : LOCAL
AUTHORITIES AND NOT TO BE INSTALLED IN AIR RETURN PLENUM.
B. WATER PIPING: COPPER TYPE "U'ASTM B-88 ABOVE GROUND AND COPPER TYPE "K"ASTM B-88
UNDERGROUND.PROVIDE Y2"THICK MIN. FIBERGLASS INSULATION TO ALL HOT WATER.
C. CONDENSATE s -• -- t -88 INSIDE THE BUILDING AND PVC
SCHEDULE r ABOVE ROOF AND UNDERGROUND. PROVIDE - PIPE INSULATION
TO ALL CONDENSATE DRAIN
D. FLOOR CLEAN OUTS: JOSAM SERIES 56020 OR EQUAL.
E. WALL CLEAN # UTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL.
F. VALVES: 125 PSI t SCOTT, t OR EQUAL.
G. - • r DOR O OR APPROVED EQUAL.
H. WATER HAMMER ARRESTORS (SHOCK ABSORBERS): AS PER PDI STANDARDS WH-201 "J.R.
SMITH"MODEL: HYDROTROL OR APPROVED EQUAL. PROVIDE ACCESS PANEL.
1. GAS PIPING: BLACK STEEL PIPE SCHEDULE 40 ASTM A 120 SEAMLESS. FITTINGS: MALLEABLE
i
IRON THREAD ANSI 1316.3 CLASS 150. ENCASED -- PLASTIC PVC SCHEDULE r
01785. UNDERGROUND P POLYETHILENE GAS PIPING CONFORM O ASTMD
5.
PERFORM ! !
A. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSI FOR A
PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR.
•
B. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE SYSTEM SHALL
BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST POINT & ALLOWED TO STAND UNTIL
INSPECTION .i AND WATER LEVELS REMAIN CONSTANT.
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C. GAS SYSTEM: TEST ALL GAS PIPING • INDICATED ON - FLORIDA r CODE
2010 EDITION.
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D. CORRECT ALL DEFECTS DISCLOSED BY ABO
COMPLETE EQUIPMENT BE
COMPLETION OF ♦ #
F. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED LIME TO EACH
rrr gal. OF - r __ OF B CHLORINE.) RETAIN MIXTURE PIPES !_ 24
r
HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE.
6.
PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK
SHALL BE FREE FROM DEFECTS OF r WORKMANSHIP FOR tr OF ONE YEAR
FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE ALL
WORK ! DEFECTIVE DURING GUARANTEE PERIOD.
7.
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING SANITARY & WATER POINTS OF
CONNECTION BEFORE COMMENCING ANY WORK.
8.
PLUMBING CONTRACTOR SHALL PAY ALL FEES AND INSPECTION CHARGES REQUIRED.
9.
SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND
LAYOUTS PRIOR INSTALLATION.
10.
OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS SHOWN ON
DRAWINGS i AS REQUIRED : a CONDITIONS.
ICI
11.
PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE
PRIOR TO FABRICATION AND INSTALLATION OF i EQUIPMENT.
12.
COORDINATE WORK WITH OTHER TRADES.
13.
EACH PLUMBING FIXTURE SHALL BE PROVIDE WITH AIR CHAMBER OR WATER HAMMER ARRESTORS
(SHOCK t- - .r• •
PROVIDE t FOR EACH O # TO
15.
WHEREVER DISSIMILAR i BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO
CONNECT BOTH TYPES OF PIPES.
16.
ALL PLUMBING FIXTURES & FAUCETS SHALL COMPLY i
CONSUMPTION STATED ON •: ,r• • AND SHALL MEET MIAMI DAD DADE COUNTY tr
IV -,
SECTION
17.
PLUMBING FIXTURES & t i' SPECIFICATIONS, t t
EQUIPMENT
AND TESTING LABORATORIES APPROVALS AS STATED ON F.B.C. SECTION 406 THRU 421
18.
PROVIDE B.F.P. TO ALL EQUIPMENT DISPENSING DRINKING WATER. AS COFFEE MACHINES &
NONCARBONATED - 608.16.10
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