14-177-017XISTINCx GAS LINE
GAS FL(,_D/0R PLAN
_11
SCALE: 1/4"=l I-of)
95,452 5TUH 180,000 5TUH
EACH
1ALL aVW SHALL CONFOR"1 WITH ALL LOCAL, STATE, FEDER44
OIWINANCES AND BUILDING CODE5 60VERVIA6 THE
INSTALLATION CF THE PLUMBING SYSTEM. IF WOW AS LAID
CUT, INDICATED OR SPECIFIED /6 COVTR4Rr TO OR CCW4lCT
0W LOCAL ORDINANCES, BUILDING CODE6 AND REGULATIONS,
THE COVTR4C7OR SMALL REPORT IN Gig MA6 TO THE
ARCM /TECT/EAG/NEER BEFORE 6UBM /TT/A�C A B /D. THE
ARCNITECT/EAG /NEER WILL THEN /66UE /NSi]FCICT/0 0 AS
NOW TO PRC EED.
2.TME DRAWINGS ARE TO BE CONSIDERED DIAGRAMANC, NOT
NECE66ARX r 6HOWII ti6 /N DETAIL OR TO SCALE ALL OF THE
MINOR ITEMS. UNLE56 SPECIFIC DIMENSIONS ARE SMCM,, THE
STRUCIURAL, ARCMITECTUR44 AND BITE COND/T/ON6 SMALL
GOVERN THE EXACT LOCATIONS. COVTRACIOR SMALL F044CW
DR4WING6 IN LAY /A� OUT CHECK DRAWIA66 OP ALL
TRADE6 TO VERIFY SPA C56 IN IGNICM WOW GALL BE INSTALLED
AND MAINTAIN MAXIMH HEAD ROOM, AND SPACE COVDITI
AT ALL POINTS. IGWERE MEAD ROC)"'l, OR SPACE COVD/Tl
APPEAR INADEQUATE, ARCH /TECr1 BV61NEER SMALL BE
NOT /F /ED BEFORE PROCEED /AG Wlrl4 INSTALLArICN T916
CONTRACTOR SMALL, WITHOUT EXTRA 044h*E, MAKE F /EL
MOD /F /CAUOV /N LAYOI'IT AB NEEDED TO PREVENT CC
[UITM WOW CF VARIOUS TRADES OR FOR PROPER EXECUTI
CF THE WOW.
,9DO A CO"1PLETE ✓OB, EVERYTHING CONNECTED, READY FOR UBE
6
9B410P DR4066: COVTR4CT0R 614ALL RIRV /514 THE ENGINEER
W /TN SHOP DRAWINGS OF EQUIPMENT6 PRIOR TO PUROM6E
FOR APPROVAL.
I.OAT CO"1PLErn a JOB THE PLUMBING CONTR,WCTOR SMALL
GIVE THE CWER AN A5 -BU/L T SET OF REPRODUCTIBLE 6EP /A5
.%1co fG THE EXACT LOCATION OC ALL INSTALLAT/ON5
1I.PLUI'lB/A6x CONTRACTOR SMALL PR55URE TEST ALL P /FAA AS
REQUIRED BY CODE. TEST SHALL BE WITNESSED AND Af rRo VED
BY PROPER A0140R /T /E5
Pune /NG CONTRACTOR SMALL wRwALL
llb S 41P AND MATERIALS FOR OE YEAR FRO"1 THE DATE
OFF /N ACCEPTANCE Br DINER ANY 43REAKDCUN
1 OCXURIA�x /NS R 614ALL BE REPAIRED AT NO EXPENSE
3.EXAM 1NE ALL DR WIA6$ CARSTLL Y PR /OR TO SUBMITTING A B /D.
COVTRACTOR WILL BE REQUIRED TO RIRV /5M, INSTALL AND /OR
CONNECT IUITHAPPOp4 /ATE SERVICES ALL PLUMB/AOi ITEMS
SHOW ON ANY OF THE ARCM /TECTURAL, A/R COVD/T /OVIA6,
ELECTRICAL AND 6PRINKLER DAWWIN65 WITHOUT ADD /T /OVAL
EXPENSE TO THE DINER /FD /6CREPANC /E5, CCW4IC76,
INTERCERENCES OR CH166 1DN5 OCCUR BETWEEN DR IVIA66,
NOT /FY IN WRMA6 THE ARCHITECT /PraINEER /N AhPLF T/ME
TO PER1/T REV /SIGNS BEFORE THE B/DS ARE SUBMITTED.
4lN uu MATER/AL5 AND Eouln `PENT IN A NEAT AND rlw
CLASS IUOi I'lANL IKE MANNER THE OINER RESERVES THE
R /GMT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS IWICM,
IN 46 OP/N/OV, DO NOT PRESENT A NEAT AND IUOwvxIKE
APPEARANCE. REMOVAL AND REPLACEMENT lS r0,65 DONE
IMMED/ATEL Y WEN DIRECTED BY THE OTHER IN IUR/T/Aa, AT
THE SOLE EXPENSE OF COVTR4CTOR
56TART CF WOR< BY CONTRACTOR SMALL BE CONSIDERED AS
ACCEPTANCE BY N/M OF ALL CLA /M$ OR QUE6NOV6 AS TO
6U /TAB /CITY CF THE wow CF OTHER TRADES OR OTHER
CONTRACTORS To RECEIVE 1416 WOW TH/B CONTRACTOR
614ALL REMOVE AND REPLACE, AT we EXPENSE, ALL PLUMB/AG
WRK GNICM MAY NAVE To BE REMOVED BECAUSE Oc
INTERCERENCE W /TN OTNER TRADES.
6. THIS CONTR4CTOR 614ALL OBTAIN AND PAY ALL INSURANCE,
FEES, PER1116 , ASSOCIATION DUE6, ROYAL T1E6 AND TAXE5 OF
IIWATEVER NATURE SHALL APPLY TO THIS WR< HE SHALL ALSO
PA /D ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR
ORDINANCE AND 614ALL KEEP THE aWER 14AR''1LE65 FROM AN
DAMAGE AND EXPBV65 AR151A6 FROM ANY VIOLA NOV OF LAU(5,
MODEL "
grO P45 ,
SITE INVESTIGATION:
YSSUANCE FOR
BEf LIKE BIDDING, CONTRACTOR VISIT THE SITE TO _ ❑E,,,pcc =r5r€��p� >f�£f�
INVESTIGATE THE EXISTING CONDITIONS AND TO ANALYZE
THE NATURE AND EXTENT OF THE WORK TO BE -
PERFORMED.
CONTRACTOR'S WORK INVOLVES EXISTING BUILDING
SYSTEMS AND FACILITIES.
SLIGHT VARIATION OF ROUTING AND CONSTRUCTION
SHOULD BE ANTICIPATED BY THE CONTRACTOR IN
ORDER TO AVOID CONFLICTS WITH EXISTING INSTALLATION
AND THE INSTALLATION OF OTHER TRADES.
THESE VARIATIONS ARE INCLUDED IN CONTRACTOR'S
SCOPE OF WORK, AND NO ADDITIONAL COST TO
CONTRACTOR'S BID SHALL BE AUTHORIZED.
WATER HAMMER ARRESTER SCHEDULE
MARK
* PAI SIZE
CONN. SIZE
A
A(1 -11 F.U.)
1/2"
B
B(12 -32 F.U.)
3/4"
C
C(33 -60 F.U.)
1"
D
D(61 -113 F.U.)
1"
E
E(114 -154 F.U.)
1"
F
F(155 -330 F.U.)
1"
*PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201
- ` OVIDE SHUT OFF VAL VE FOR EACH FIXIO E. NATURAL AND LIQUIFIED
PETROLEUM GAS PIPING:
15akEREVER UV6 /M /CARMETALS ARE TO BE JOINED, A Dl- ELECTR IC
BE Co Al OPP/PES. A. ABOVE GROUND, INTERIOR: ASTM A53 THREATED SCHEDULE
l7l'1ATER/AL6: 40 BLCK STEEL PIPE WITH MALLEABLE IRON MINGS
(ANSI B16.3, A19.7).
A.COLD WATER P/PIAG DOINSTREAM OF WATER METER 6MALL BE
CPVC. B. BOVE GROUND, EXTERIOR: ASTM A53 THREATDED SCHEDULE
B.COLD WATER PIPES INSIDE OF SLAB SMALL BE CPVC 0 GALVANIZED STEEL PIPE.
INSTALL INS /DE POL YETHEL DU /T. NO JOINTS PEie' I WED /NS /DE 6 f.AB,
C.6ANMARY WASTE AND VEN 4 "1 ALLER SMALL BE PVC
BELLOW GROUND FLOOR SLABS: ASTM A53 THREATED SCHEDI
40 GLVANIZED STEEL PIPE FOR VENTING SLEEVE TO BUILDING
EXTERIOR AND GAS LINE.
D. TEST GAS PIPING WITH PRESSURES AND TEST DURATIONS
ACCORDING TO NFPA
. 54.
XISTING
1
GREASE TRAP ) 0[1* 74II7
F- � F
INLET G = WIDTH OF BODY
INLET /OUTLET FLOW RATE
SIZE GPM
GT2101 -50 411
Tql
CAPACITY
WATER(GAL) GREASE (L55)
APROX. WT.
L55
►a
Ay �V
EXISITNG GREASE INTERCEPTOR CALCULATIONS
BASED OF THE FLORIDA BUILDING CODE 2007 CHAPTER 10 TABLE
1003.5.1
(S)x(6S)x(HR112)x(LF) = EFFECTIVE CAPACITY OF GRASS
INTERCEPTOR IN GALLONS
S = SEATING
GS= GALLONS OF WASTE PER SEAT
HR = NUMBER OF HORS RESTAURANT IS OPEN
LF = LOADING FACTOR (.75 MAIN HIGWAY)
V = 44X10X(8112)Xl = 293 GALLONS
REQUIRE 50 GALLONS /MINUTE
PROVIDE ZURN G7701 -50
GAS P /PING' /SO�ETi� /C D /AG�A�11 N.T.S.
NOTE G9S P/PELONavRUN Lf ,/66)
GAS TANK SIZING CALCULTIONS
GAS LOAD = 370904 BTUH
BTU PER GALLO = 91,547
GAS LOAD/ GALLON = 1,285,000 / 91,547 = 4.05 GALLONS PER
HOUR
GPD = 4.05 X 12HPD = 48.6 GPD
PROVIDE (2) 300 GAL TANK PROPANE GAS PIPE
NOTES:
1. RUN 1 -1/2" PIPE 0 1/4" FT. FIXTURE ARM
2. RUN 2" PIPE 0 1/4 "/ FT
3. RUN 3" PIPE 0 1 /8 " /FT
4. RUN 4" PIPE ® 1 /8 " /FT.
5. PROVIDE CLEANOUT AT BASE OF EACH SOIL
AND WASTE STACK.
6. SHOWERS AND TUB VALVES TO BE ANTI -SCALD TYPE.
7. INSTALL 1/2" CWP AT RIGHT SIDE OF FIXTURES.
PROVIDE WATER HAMMER ARRESTORS.
8. INSTALL 1/2" HW AT LEFT SIDE OF FIXTURES
PROVIDE WATER HAMMER ARRESTORS.
9. FLOOR DRAINS MUST BE PLACED WERE THEY NOT
INTERFERE WITH WEEL CHAIR TRAFIC.
E
OUTLET
C
DIMENSION IN INCHES
C D/E F G
INTERIOR ]MODIFICATIONS ONLY
(ANY EXTERIOR MODIFICATION MAY REQUIRE
A BOARD APPEARANCE)
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