09-735R-004S TE I NVESTI GATI 0 N:
BEFORE BIDDING, CONTRACTOR VISIT THE SITE 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 HAMMER ARRESTER SCHEDULE
MARK
P.D.I SIZE
CONN. SIZE
A
A(1 -11 F.U.)
112"
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
NATURAL AND LIQUIFIED
PETROLEUM GAS PIPING:
A. ABOVE GROUND, INTERIOR: ASTM A53 THREATED SCHEDULE
40 BLCK STEEL PIPE WITH MALLEABLE IRON FTTINGS
(ANSI B16.3, A19.7).
B. ABOVE GROUND, EXTERIOR: ASTM A53 THREATDED SCHEDULE
40 GALVANIZED STEEL PIPE.
C. BELLOW GROUND FLOOR SLABS: ASTM A53 THREATED SCHEDULE
40 GLVANIZED STEEL PIPF FOR VENTING SLEEVE TO BUILDING
EXTERIOR AND GAS LINE.
D. TEST GAS PIPING WITH PRESSURES AND TEST DURATIONS
ACCORDING TO NFPA 54.
INLET
GREASE INTERCEPTOR CALCULATIONS
BASED OF THE FLORIDA BUILDING CODE 2007 CHAPTER 10 TABLE
1003.5.1
(S)x(GS)x(H8112)x(LF) = EFFECTIVE CAPACITY OF GRASE
INTERCEPTOR IN GALLONS
S = SEATING
GS= GALLONS OF WASTE PER SEAT
HR = NUMBER OF HORS RESTAURANT IS OPEN
LF = LOADING FACTOR (75 MAIN HIGWAV)
V = 44X10X(8 112)X1 = 293 GALLONS
RFOUIRE 50 GALLONS /MINUTE
PROVIDE ZORN GT701- -50
GAS P /PING /SDtifETF /C D1U1fW& /1!T. S.
NOIF C4S P /PE LONGEST /,'UN LFf66J
GAS TANK SIZING CALCULTIONS
GAS LOAD = 370904 BTUH
BTU PER CALLO = 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 PIPF
NOTES:
1. RUN 1-112" PIPE @ 1/4" FT. FIXTURE ARM
2. RUN 2" PIPE @ 1/4 "/ FT
3. RUN 3" PIPE @ 1 /8 " /FT
4. RUN 4" PIPF @ 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 112" CWP AT RIGHT SIDE OF FIXTURES,
PROVIDF WATER HAMMER ARRESTORS.
8. INSTALL 112" HW AT LEFT SIDE OF FIXTURES
PROVIDE WATER HAMMER ARRESTORS.
9. FLOOR DRAINS MUST BE PLACED WERE THEY NOT
INTERFERE WITH WEEL CHAIR TRAFIC.
G = WIDTH OF BODY
GENERAL PLUMBING NOTES
I.ALL IUORC SHALL CONFORM IUITP ALL LOCAL, 57ATE, FEDERAL
ORDINANCES AND ,5401NO C00E5 GOVERNING THE
INSTALLATION OF T14E PLUMBING 5r5TEM. lF IU W A5 LAID
OUT, INDICATED OR SPECIFIED /5 CONTRARY TO OR CONFLICTS
W1 T14 LOCAL ORDINANCES, BUILDING CODE5 AND REGULATIONS,
NE CONTRACTOR SHALL REPORT IN IURlT1NG TO T14E
A1RC141TECT/F1V6II FER BEFORE SUBMITTING A B/D. T14E
ARCHITECT /ENGINEER IUILL THEN 166UE INSTRUCTIONS AS
POI) TO PROCEED.
1.TPE ORAUIN65 ARE TO BE CONSIDERED DIAGR,AMATIC, NOT
NECE66ARIL r SPOVING IN DETAIL OR TO SCALE ALL OF TPE
MINOR ITEMS. UNLE55 SPECIFIC DIMENSIONS ARE 5140W,, TPE
STRUCTURAL, ARCHITECTURAL AND 5 /TE CONDITIONS SHALL
GOVERN NE EXACT LOCATIONS. CONTRACTOR 54ALL FOLLOIII
DRAJIN65 IN LA rING OUT aloes CHECK DR,4IUIN63 OF ALL
TRADES TO VER /Fr SPACES IN (1141014 OR< (JILL BE INSTALLED
AND MAINTAIN MAXIMUM 145,40 ROOM, AND SPACE CONOI NCIV5
AT ALL POINTS. UINERE DEAD ROOM, OR SPACE CONDITIONS
APPEAR INADEQUATE, ARC141TECT1 ENGINEER SPALL BE
NOTIFIED BEFORE PROCEEDING all 714 INSTALLATION. T1415
CONTRACTOR 514ALL, IVIT14OLIT EXTRA 0144R6.E, MAKE FIELD
MOD/F/CA T/ON IN L A rOUT AS NEEDED TO PREVENT CONFL ICT
U11W aIORK OF VARIOUS TRADES OR FOR PROPER EXECUTION
OF 114E ow .
3.5xAM/NE ALL DR4IUIN65 CAREFULLY PRIOR TO ,SUBMITTING A BID.
CONTRACTOR 04L BE REQUIRED TO FURNISP, INSTALL AND /OR
CONNECT Ull T14 APPOPR/ATE SERVICES AL L PL UMBING I TEMS
SPOUN ON ANY OF TPE ARCHITECTURAL, AIR CONDItIONIN6,
ELECTRICAL AND SPRINKLER DR,491IN65 VITNOUT ADDITIONAL
EXPENSE TO TPE OWER IF DISCREPANCIES , CONR /C r6 ,
INTF, FERENCES OR OM1551ON5 OCCUR BETUEEN DRAUINGS,
NOTIFY IN IUR/ TING TPE ARCHITECT/ ENGINEER IN AMPLE TIME
TO PERMIT RE1I5 1ON5 BEFORE THE BIDS ARE SUBMITTED.
4.lN5TALL NATERIAL5 AND EQUIPMENT IN A NEAT AND FIRST
CL A55 WRKMANLIKE MANNER. TPE OUNER RESERVES NE
R1614T TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS 0141014,
IN 1415 OPINION, DO NOT PRESENT A NEAT AND UORCMANLIKE
APPEARANCE REMOVAL AND REPLACEMENT IS TO BE DONE
IMMEDIATEL r VU EN DIRECTED Br rN5 OWER IN UIRITING, AT
T14E SOLE EXPENSE OF CONTRACTOR
5.51ART of ORK Or CONTRACTOR 514ALL BE CON510ERED AS
ACCEPTANCE B r 14IN of ALL CLAIM5 OR QUESTIONS AS To
SUITAB/L ITr OF TPE IJORK OF OrNER. TRADES OR OT14ER
COWRACTOR5 To RECEIVE PIS UVR< TPI5 CONTRACTOR
6NALL REMOVE AND REPLACE, AT 1415 EXPENSE, ALL PLUMBING
IGLORC U114IC14 MAY NAVE TO BE REMOVED BECAUSE OF
INTFI FERENCE W1 OTNER TRADES.
6.T1415 CONTRACTOR SHALL OBTAIN AND PAY ALL IN5URANCE,
FEES, FERMI T5 , A560CIANON DUES, ROYAL TIES AND 7AXE5 OF
WkATEVER NATURE 514ALL APFL Y TO T1416 &10R< NE 514ALL AL 50
PAID ALL TPE IN5PEC80V FEES A5 MA r REQUIRED BY LAU1 OR
ORDINANCE AND 5PALL KEEP NE OMER 14ARMLE66 FROM ANY
DAMAGE AND EXPENSE AR15/N6 FROM ANY VIOLATION OF LAA
OUTLET
7FROVIDE MEANS 'FURNISN AND INSTALL':
EDO A COMPLETE JOB, EVERYTNING CONNECTED, READY FOR USE
3 54O ORAUlIN65: CONTRACTOR 514ALL FURNISH T14E ENGINEER
IV1714 SHOP DRAIUlN65 OF EQUIPMENTS PRIOR TO PURCNASE
FOR APPROVAL.
ICAT COMPLETION OF JOB TPE PLUMBING CONTRACTOR SHALL
GIVE T14E OaNER AN AS -BU/L T SET OF REFRODLICT15LE SEPIAS
5NOVIN6 TPE EXACT LOCATION OF ALL INSTALLATIONS
II.PLUMBING CONTRACTOR 614ALL PRE66URE TE5T ALL P /F/A6 AS
REQUIRED BY CODE TEST SPALL BE IUITNE55EO AND APPROVED
BY PROPER AUT14ORITIES.
12 T14E PLUMBING CONTRACTOR 614ALL IUARRANT ALL
OIWMAN514IP AND MATERIALS FOR ONE YEAR FROM TPE DATE
OF FINAL UVK-K ACCEPTANCE BY OWER ANY BREAKDOaN
OCCURING IN F11R5T TEAR 614ALL BE REPAIRED AT NO EXPENSE
TO TPE OUNFR
13. FRO V/DE BA rNROOM FIXTURES A5 SPECIFIED.
4PROVIDE 514UT -OFF VAL VE FOR EAC14 FIXTURE.
I5WEREVER UN61MILAR METALS ARE TO BE JOINED, A DI- ELECTRIC
FITTING SHALL BE PROVIDED TO CONNECT BOT14 TrFE6 OF PIPES.
16.FLUMBING CONTRACTOR 514ALL PROVIDE AIR CONDITIONING
CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS
FOR LOCATION OF UNITS AND DRAINS
T7.M,ATERIAL 5:
A.COLD /VALOR PIPING pOIGNSTREAM DF IUATER METER 514ALL BE
TYPE "L " COPPER BELOV GROUND AND TrFF 'M" COPPER ABOVE GROUND,
5 COL D DATER PIPES lIV61DE OF SLAB 514ALL BE TrFE 'K" SOFT COPPER
INSTALL IN5/0E FOL Y5NEL YNE CONDUIT NO JDINT,5 PERM /TTED INSIDE SLAB.
C.SANITARP dIA5TE AND VENT 4 "? AND SMALLER 614ALL BE CAST IRON
NU5LE55 SOIL PIPE
D.STORMLINES INSIDE BUILDING 614ALL BE CAST IRON NU5LE55 SOIL PIPE
5TORM LINES OUTSIDE BUILDING IN PARKING AREA 514ALL BE CORRUGATED
ALUMINUM PIPE:
E //V COASTAL AREAS ALL 6AN17ARr AND STORM PIPING QUTS /DE OF BUILDING
514ALL BE 5C14EDULE 40, PVC.
FCONDENSTAE DRAIN PIPE 514ALL BE SC14EOULE 40, PVC PIPE AND FITTINGS.
6UJATER 14A TER RELIEF AND DRAIN LINE 514ALL BE TYPE T "COPPER 14
ALL EXISTING BATHROOMS FIXTURES /TRIMS, TO BE
REPLACED WITH NEW ONES TO COMPLY AS FOLLOW
TOILETS: 11 GPF
URINALS 0125 GPF
LAVATORY FAUCETS 05 GPM
C MODEL INLET /OUTLET FLOW RATE
SIZE GPM
GT2701 -50 411 50
C,4f=AC I T`r APROX. WT
WATER(G,4L) GREASE (L55) LBS
45 100 210
Dli" TENSION IN INGNES
C D/E F G
16 10 49 -1/2 29 -3/5
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14335 SW 120 street
C ..e P14
Miami, Florida, 33186"
phone # [305 - 408 -4025) ,
fax # [305 - 408 -4026)
email- emfengineeringC bellsouth.net
APPROVALS /MNSIONS r
NOTES:
SEAL
ENRIQUE L. FERNANDEZ P.E.
FL. R%, 21218
PROJECT:
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phone # [305 - 408 -4025) ,
fax # [305 - 408 -4026)
email- emfengineeringC bellsouth.net
APPROVALS /MNSIONS r
NOTES:
SEAL
ENRIQUE L. FERNANDEZ P.E.
FL. R%, 21218
PROJECT:
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