14-177-019C-M
lul� I
G A IS F L R P LA I
SCALE: 1/4"=l'-O"
GA
95,452 STUN I80,000 5TUH
EACH
PER NF35 06 EDITION
60PT TO REMOTE- TOTAL LOAD 1,406115TUH
NAT. GAS TAI 62(5)
=PIPING OUTLET
I. PASTA COOKER 1112M15TUH 3/411
2. RANGE 180.00m5TuI4 3/411
EXX'311,881111%
RHO
UR TO.Im'311\1
a
NiAll"'I'll".111 '1111,1111 "i'A&V
&1:1 0.125
03
IALL WW SHALL COI UII ALL LOC4 , STATE, FEDERAL
ORVIN&CE6,&V BUILDING CODES WVE1W1W THE
IN6 rA4LA NON OF THE RLU`131NO SYSTEM. F WOW AS LAID
OUT, INDICATED OR SPECIFIED /5 C5NlR4Rr TO OR C5WLICM
W1 P4 LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS,
THE CONTRACTOR 61 REPORT /N URMA16 TO THE
ARCNIMCrIEWWIVEEROSFOT 60MIMA6 A BID THE
AROXEMEA61NEER WILL 714EIV 15WE 11V5rRUCr10N6 AS
14CW TO PROCEED.
2714E DR4066 ARE TO BE CONSIDERED D146R4MA TIC, NOT
WCEMARX r :WCW11V6 IN DETAIL OR rO SCALE ALL CF T14E
MINOR IrEM5 WLE66 SPECIFIC DIM&61OV6 AI-T; 6kM, T14E
6MCMR4, AR041rECnIRAL AND 617 COI6 SMALL
wkwev THE EXACT LccAr1cN6. CONTRACTOR SHALL FOLLOW
DRAWIA66 IN L A r/A6 CI WOW CHECK DRAWIA66 CF ALL
TRADES TO VERIFY SPACES IN WIC14 XW W144 BE INSTALLED
AND MAhVrAIN MAX /MUM MEAD ROOM, AND SPACE COOMOO
AT ALL izolivr6 MERE 14EAD Room, OR SPACE ccwlrlcNb
APPEAR INADEQUA 7F, AR040CrI EA61NEER SMALL BE
07/ED OSIi PROCEEDING Wlrl4 lh6rALLANON r1416
ccNrRAcrcR SMALL, w1rucur EXTRA cuwuk, MAKE FIELD
MODIFICA TIOV IN LA r0r AS NEEDED TO tg;evBvr c0f4 Icr
UrP WOR< CF VARIOUS TRADES OR FOR RI! E,,Ea1r10V
OF THE WCW.
1EX4MIAE ALL DR401W CARFRILL Y PRIOR TO 6U5H1171Z A BID.
CONTRACTOR WILL BE REQUIRED TO RMIX, INSTALL AND /OR
CONNECT 9// rN A R PC FRIA I-E 6ER VICES ALL F4 1 P 0 lWa / TEM6
XaIN ON ANY CF THE ARCHITECTURAL, AIR COVIrIONIK
ELECTRICAL AND SPRINKLER DR01A65 VAMr ADDITIONAL
EXPENSE TO THE OMER F D16CRFFANCIE6, CCWL IC r6,
INMRtFRENCES OR 0`1166100 OCCUR OEMEEN DRAWIW66,
NOT/Fr IN MR/r/Ari rNE ARCHITECT/ EA61WER IN AMPLE r/ME
TO FEWIr REV16100 4360E TNE,506 ARE 6149077ED
4IN5rALL MATERIALS AND EQUIPMENT INA NEAT AND Fll;ror
CLASS WRIVIIIIIANI IKE MANNER THE CUNER RESERVES THE
R16Nr TO DIRECT ATMOVAL AND REPLACEMENT CF 17EM6 WN104,
IN 1416 OPINION, DO NOT FREffiNr A NEAT AND WRI IKE
AFFEARANCE REMOVAL AND REPLACEMENT /6 700E DOVE
IttEDIA 7EL Y WASY DIRECTED 5 r THE aWER IN aRMIN6, AT
THE SOLE EXPENSE OF CONTRACTOR
56rARr CF WOW Br CONTRACTOR SHALL OF COVSIVSRFD AS
ACCEPTANCE Or 141M OF ALL CLAIMS OR QUEbrlON6 AS TO
SUIrABILIrr CF THE XW OF OTHER TRADES OR OrMER
CONTRACTORS 10AECEIVE 1416 WCW r1416 CONTRACTOR
SMALL REMOVE AND REPLACE, AT 1416 Exm, ALL Pupow
WOR< WIC14 MA r HAVE TO BE aW0WP,6ECAU6,F OF
1NrEAFE1;SVCE WITH OTHER TRADES.
6. PI CONIR4CrCR 6kIALL OBTAIN AND PAY ALL INWRMI
FEES, ffR'I ASSOCIATION DUES, ROYAL TIES AND rk'0 OF
UNA 7EVER NATURE SHALL AM Y TO T1416 XW 14E SMALL A460
PAID ALL THE 1N6PE00V FEES A6MAr REQUl)95DBrLAW0R
ORDINANCE AND 65111 KEEP r1I OMER NARIIIIIEE66 FROM ANY
DAMAGE AND EXPENSE AR/5/N6 FRO'l ANY VIOLA TIOV OF LAU6,
7PRO VIOE IIII FURV15q AND INSTALL !
ODO A COMPLETE J55, EVERYrI411Z CONNECTED, READ r FOR USE
56hOP,0R4W1W6 CONTRACTOR 6NA44 RIRV15N THE EW61NEER
WITH SHOP RAWIAW OF EQUIPMENTS PRIOR TO PURCHASE
FOR APPROVAL
10A r CONREUOV OF IIIIII0 THE PLUV#6 CONTRACTOR SHALL
ONE THE OMER AN A5-SUIL r SET OPR5FRODUCrIBLE SEPIAS
6"IA6 rl4E EXACT LOCATION CFALL INSTALLATIONS.
//A tmw coNliucroR 6NALL PRESSURE TEST ALL F/F/A6 AS
REQUIR5D Or CODE 7B6rI BE WINE660 AND APPROVED
Or PROPER XrNORME6
12. rur F4 umlwa cqIrcR SHALL wARRANr ALL
WR4:7'lAN.%l1F AND MA IFRIA4 6 FOR ONE YEAR FROM THE DATE
CF FINAL XW ACCEPTANCE Or CWER ANr,8);EAKDCUN
o=Rl* //v F/o r rEAR SMALL BE REPA lliiED AT III Ext:%,65
TO THE OTHER
SITE INVESTIGATION: - - -- — _I
BEFORE BIDDING, CONTRACTOR VISIT THE SI-t --- TO
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 HAMM ARRESTER S=UM
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
13 PROVIDE OA T14ROOM FIX7141955 AS SPECIFIED *PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201
14J9WV1DE SMUT -CFF VAL W FOR EACH FIX7VRE NATURAL AND LIQUIFIED
PETROLEUM GAS PIPING:
151WEREVER UN61MILAR METALS ARE TO 05 JOINED, A 0/- ELECTRIC
F/rr/A6 II BE PROVIDED To coma wr14 rypiS OF FIFES A. ABOVE GROUND, INTERIOR: ASTM A53 THREATED SCHEDULE
16j:LbN51 40 BECK STEEL PIPE WITH MALLEABLE IRON MINGS
wj
CONDENSATE DRAIN (ANSI B16.3, A19.7).
FOR L OCA Nov OF D DRAINS, B. ABOVE GROUND, EXTERIOR: ASTM A53 THREATDED SCHEDULE
IVI 6: 40 GALVANIZED STEEL PIPE.
AC041? WATER PIPIA6DCW61REAtIOPWAlER METER 6wA44 BE LOW GROUND FLOOR SLABS: ASTM A53 THREATED SCHEDI
rypE v coppER aa cw aAw AND rrpE w# caq=ER Aw v.=
pE iKi WFr CC gIzE GLVANIZED STEEL PIPE FOR VENTING SLEEVE TO BUILDING
5COLD WATER PIPES hV510E OF SLAB SMALL BE rr tof I
INSTALL INSIDE tnok yErj& WE CONDUIT. III 77F D 6 6
, No jolNr6 pER / f RIOR AND GAS LINE.
CSANIrARrWA67,= AND VENT 4"I AND SMALLER SHALL CAST 19W
14UDLE66 601L PIPE D. TEST GAS PIPING WITH PRESSURES AND TEST DURATIONS
D.67OR'111AS6 hV61VE BUILD11,06"XALL BE CA6r mov mumEm wji p/pACCORDING TO NFPA 54.
6r0elLIAE6 CUT61DE SUILDIA6 IN FAWIA6 AREA XALL 135 C A TED
ALLHIMH FIRE
EIN COASTAL AREAS ALL 6ANMARr AND 67011 F/P/A6 OU761DE OF BUILDING
SHALL BE SCHEDULE 40, PVC
FC0VkW5rAE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND Rrrl165
6WA 7FR 14A 7FR WL IEF AND DRAIN LAVE SHALL 56 rrFE % " COFFER 14
I F
T
INLET C = WIDTH OF BODY OUTLET
MODEL # INLET/OUTLET FLOW RATE
SIZE GPM
GT2101-50 411 50
CAPACITY
WATER(GAL) GREASE (L55)
M&71
�N
A
u
GREASE INTERCEPTOR CALCULATIONS
BASED OF THE FLORIDA BUILDING CODE 2007 CHAPTER 10 TABLE
100.5.1
(S)x(GS)x(hR/12)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)X1 = 293 GALLONS
REQUIRE 50 GALLONS /MINUTE
PROVIDE ZURN G7701-50
a4S 1011191M!�
lyaly- as'01,0naly"(al-aw
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) JOO GAL TANK PROPANE GAS PIPE
NOTES:
1. RUN 1-1/2" PIPE 0 1/4" FF. FIXTURE ARM
2. RUN 2' PIPE 0 1/4"/ FT
3. RUN 3" PIPE @ 1/8"/FT
4. RUN 4" PIPE @ 1/8"1
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.
1� toI
LMI
INTERIOR ERIOR MODIFICATIONS
ONLY
(ANY EXTERIOR MODIFICATION MAY REQUIRE
A BOARD APPEARANCE)
C
%
E No. 21218
�®p STATE OF
.s
EMF Engineering
APROX WT. DIMENSION IN INCHES
W*7'112.18
L55 C D/E F G 9520 5•W. 4m6 Street
Suites
rim
loo 10 49-1/2 29-3/8 Miami, Florida 33 163
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