05-1333(2)-019T
GENERAL PLUMBING NOTES
1. ALL WORK SHALL CONFORM WITH FLORIDA BUILDING CODE 2003
EDITION (F.B.C.2001), FEDERAL ORDINANCES GOVERNING THE
INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID
OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS
WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS,
THE CONTRACTOR SHALL REPORT IN WRITING TO THE
ARCHITECT /ENGINEER. BEFORE SUBMITTING A BID. THE
ARCHITECT /ENGINEER. WILL THEN ISSUE INSTRUCTIONS AS
HOW TO PROCEED.
2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT
NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE
MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE
STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL
GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW
DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OFALL
TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED
AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS
AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS
APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE
NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS
CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD
MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT
WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION
OF THE WORK.
3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID.
CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND /OR
CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS
SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING,
ELECTRICAL AND SPRINKLER DRA WINGS WITHOUT ADDITIONAL
EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS,
INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS,
NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME
TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED.
4. INSTALL MATERIALS AND EQUIPMENT IN NEAT AND FIRST
CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE
RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH,
IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE
APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE
IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT
THE SOLE EXPENSE OF CONTRACTOR.
5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS
ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO
SUITABILITY OF THE WORK OF OTHER, TRADES OR OTHER
CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR
SHALL REMOVEAND .REPLACE, AT HIS EXPENSE, ALL PLUMBING
WORK WHICH MAY i-.AVE TO BE REMOVED BECAUSE OF
INTERFERENCE WITH OTHER TRADES.
6. THIS CONTRACTOR SHALL OBTAIN AND PAYALL INSURANCE,
FEES, PERMITS, ASSOCIATION DUES, ROYALTIES AND TAXES OF
WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO
PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR
ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY
DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS,
RULES OR ORDINANCES.
7. PROVIDE MEANSTURNISH AND INSTALL".
8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE,
9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER
WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE
FOR APPROVAL.
10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL
GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS
SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS,
11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS
REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED
BY PROPER AUTHORITIES.
12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL
WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE
OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN
OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE
TO THE OWNER.
13. PROVIDE BATHROOM FIXTURES AS SPECIFIED OR AS SELECTED BY OWNER AND
TO COMPLY W/F.B.C.2002 ESPECIALLY CHAPTER 6.
14. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE.
15, WHEREVER NOT SIMILAR METALS ARE TO BE JOINED, A DIELECTRIC
FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING
CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS
FOR LOCATION OF UNITS AND DRAINS.
17. ALL SANITARY FITTINGS SHALL BE DIRECTIONAL TYPE.
18. MATERIALS
A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE
TYPE "L" COPPER BELOW GROUND AND TYPE 'M" COPPER ABOVE GROUND,
S. COLD WATER PIPES INSIDE OFSLAS SHALL BE TYPE "K" SOFT COPPER
INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB.
C. SANITARY WASTE AND VENT 4 "0 AND SMALLER SHALL 8E P.V.C., SCHEDULE 40
S. STORM LINES INSIDE BUILDING SHALL BE P.V,C. SCHEDULE 40
E. IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING
SHALL BE SCHEDULE 40, PVC.
F. CONDENSATE DRAINPIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTINGS.
G. WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE "L" COPPER, MIN. 314" DIA.
19. ALL CEILING PENETRATIONS, JOINTS, & CRACKS SHALL BE CAULKED, GASKETED,
WEATHER STRIPPED OR OTHERWISE SEALED TO AVOID ADDITIONAL CONDITIONED
AIR TO GO INTO ATTIC SPACE. AS PER F.B.C. 406.1
FIELD COORDINATION NOTE
FIRE RATED PENETRATION NOTE
FOR FIRE RATED PENETRATION REFER TO ARCHITECTURAL PLANS.
EVERY CONTRACTOR SHALL COORDINATE INFIELD W/ OTHER TRADES PRIOR START OF
CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL DETAILING AS PRE -FAB
FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION OF CEILING OR WALL GRILLES, DUCT
WORKS, RETURN GRILLES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES OR ANY OTHER DEVICES. AND
TO NOTIFY ARCHITECT/ ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS INSTALLATION, NO
ADDITIONAL COST TO OWNER CAN BE APPLIED.
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MESH REINF. -
--------------- -- - - - - -- -- -
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112 "0 CW /HW
--- ---- --
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GAL
W
900 & 1050
1200
1350
1500
2000
2200
W
3 -6
3 -9
4 -0
4 -//0� ;'
4 -0
5 -0
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------- - - - - -- 213L ------------------- - - - - --
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m----- - - - - -- 1131. ------- - - - - -- v-
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7 -2
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10 -0
10-0 '
12 -0
j 12 -0
! - - -- ------- - - - - -- -- J
NON TRAFFIC LID - 4" THICK \
TRAFFIC LID TYPE - 7" THICK MIN.
PLAN
22 "0 OPENING FOR
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SECTION
---------------------------------------------------------------------------------
1)
112 "0 CW /HW
--- ---- --
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L)
314 "0 CW - 1170 HW
GAL
750
900 & 1050
1200
1350
1500
2000
2200
W
3 -6
3 -9
4 -0
4 -//0� ;'
4 -0
5 -0
5 -0
314 "0 HWR
/
L
7 -2
9 -0
10 -0
10-0 '
12 -0
j 12 -0
13-0
- -- - -- --
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4 -0
4 -0
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4 -6
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4 -6
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T. MIN.
3
3
3
3
REINF.
6X610/10
4X4414
CONC.
4000 PSI 28 DAY
SEPTIC TANK DETAIL
N.T.S.
SYMBOL
O.F.
Z C.O.
O F.C.O.
C.D.
VTR
CONK
A.F.F.
TYP.
W. &V.
�a
H. B.
I W.C.O.
SD
RVD
F.D
a AD
DESCRIPTION
OVERFLOW LINE
BUILDING SANITARY SEWER LINE
VENT LINE
CLEAN OUT
FLOOR CLEAN OUT
CONDENSATE DRAIN
COLD WATER
HOT WATER
HOT WATER RETURN
VENT THRU ROOF
CONTINUATION
ABOVE FINISHED FLOOR
TYPICAL
WASTE AND VENT
UNION
GATE VALVE
HOSE 8188
WALL CLEAN OUT
BUILDING STORM DRAIN
PRESSURE - TEMPERATURE RELIEF VALVE
FLOOR DRAIN
AREA DRAIN
WATER PIPING SIZE 72
- --
1)
112 "0 CW /HW
J
1/2 "0 CW
L)
314 "0 CW - 1170 HW
314 "0 CW /HW
�5 !
1170 HW
�6)
314 "0 CW
(D
1 "0 CW
08;
314"0 HW
1 "0 CW - 314 "0 HW
0@01)
1- 114 "0CW-1 "0HW
(11)
1114"0 CW
I�2)
314 "0 HWR
ON SITE SEWAGE TREATMENT AND DISPONSAL
SYSTEM I CALCULATION:
DATA: -TOTAL A/C SPACE 4772 SF
ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E -6.008
TABLE No I (RESIDENCIAL)
3300 SF OF AREA ----- - ------- - ----- -- ------ ---------------- - ------- - ---------------- - ----- -- ------ 400 GPD
FOR EACH ADDITIONAL 750 SF ----------------------------------------------------- --- ---- - - - - -- 800 GPD
INCREASED 100 GPD
AVERAGE FLO W --------------------------------------------------------------------- - - - - -- 600 G.P.D TOTAL
SEPTIC TANK: AS PER TABLE No I
501 - -- 600 G.P.D.
AVERAGE SEWAGE ------- - ------- - ------- - -------------- --
FLOW
DRAINFIELD: AS PER TABLE No III
ESTIMATED SEWAGE FLOW (G.P.D) _> 600
RATEABSORSION IN (G.P.D) 0.7
1350 GAL. CAP SEPTIC TANK
IS REQUIRED.
= 657 SF OF DRAINFIELD AND 857 SF
UN08TRUCTED AREA ARE REQUIRED,
NOTE: PROVIDE ANTI SCALD VALVE @ EACH
SHOWER AND TUB
NOTE, ALL TRAPS SHALL BE CONSISTENT W1 FIXTURE OUTLET SIZE.
NOTE: ALL FIXTURE SHALL COMPLY W/ F.B.C. TABLE 604.4.
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N OTE:
ALL TUB AND SHOWER SHALL BE
ANTI - SCALDING VALVE ® 110 °, (TYPICAL)
N OTE:
ALL V,T.R, SHALL BE OFFSET
A MIN. OF 4' -0" FROM FIRE
SEPARATION WALL.
N OTE:
NO SPLICE ALLOWED UNDER SLAB.
N OTE:
ALL PIPES TO DISCHARGE
MIN. 12" FROM STRUCTURE
N OTE:
ALL PLUMBING WATER DEVICE
PROVIDE SHUT -OFF VALVE.
LEGEND:
O.H - OVER HEAD
U.S - UNDER SLAB
U.G - UNDER GROUND
A.A.V. - AIR ADMITTANCE VALVE
R. W. - RUN IN WALL
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P.E. No. 0060225
ORLANDO RANOEL
PAVEMENT MECHANICAL- fNG+NEER
18' �SPI��►UL1'
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e SITE PLUMBING PLAN EFROJECTNUMBER: 05_0035
SCALE: 1/13" = 1