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4
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CONC.
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PLUMBING SHEET INDEX
SHEET#
DESCRIPTION
P0.1
PLUMBING DETAILS, SPECS, & RISERS
P1.1
PLUMBING PLAN
REVISION:
# DATE DESCRIPTION
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11-17-15
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PERMIT SET: 11/17/15
PRIOR TOB
SU MITTING HIS BID THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
PLUMBING DETAILS,SPEICS,&RISERS INFORM THE ARCHITECT AND THE EN
GINEER OF ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND
_ - THE EXISTING CONDITIONS AND HE SHALL INCLUDE IN HIS BID TO CORRECT THE
SAME AS DIRECTED.
SCALE: NTS
THE ENGINEER AND T E
HE ARCHITECT, RESPONSIBLE ARE NOT RESPON 1 L
E FOR ANY ADDITIONAL
COSTS RESULTING
FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.
NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM OM THE ENGINEER OF
E
R CORD. ALL CHANGES SHALL BES SUBMITTED MITTED FOR REVIEW PRIOR TO INSTALLATION.
NOT FOR BID
0 UNTIL PERMIT HAS BEEN ISSUED.
DRAWING TITLE:
PLUMBING DETAILS, SPE(S,&
RISERS
DATE: 11-17-15
SCALE: AS NOTED
DRAWN BY: JS
CHECKED BY: JS
PROJECT NO. 15417
P 0.1
GREASE INTERCEPTOR
AS APPROVED BY
LOCAL MUNICIPALITY
EXISTING 2400 GAL GREASE
TRAP TO BE REMOVED.
DRAWING TITLE:
PLUMBING PLAN
DATE: 11-17-1
SCALE: ASNOTE
DRAWN BY: 1
CHECKED BY: J
PROJECT NO. 1541
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DRAWING TITLE:
PLUMBING PLAN
DATE: 11-17-1
SCALE: ASNOTE
DRAWN BY: 1
CHECKED BY: J
PROJECT NO. 1541
P1.1
PLUMBING LEGEND
U G G
SANITARY PIPE
NEW 2 400 GAL.
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EXISTING 2400 GAL. GREASE
EXISTING PIPE
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GREASE INTERCEPTOR
AS APPROVED BY
LOCAL MUNICIPALITY
EXISTING 2400 GAL GREASE
TRAP TO BE REMOVED.
DRAWING TITLE:
PLUMBING PLAN
DATE: 11-17-1
SCALE: ASNOTE
DRAWN BY: 1
CHECKED BY: J
PROJECT NO. 1541
P1.1
PLUMBING LEGEND
CONNECT NEW 6" GREASE WASTE PIPE TO EXISTING 6" CONNECT NEW 4" GREASE WASTE PIPE TO
SANITARY PIPE GREASE WASTE PIPE IN THIS AREA CONTRACTOR TO EXISTING 4 GREASE WASTE PIPE IN THIS
FIELD VERIFY EXACT LOCATION, SIZE INVERT, AND AREA CONTRACTOR TO FIELD VERIFY EXACT
EXISTING PIPE DIRECTION OF FLOW PRIOR TO CONSTkUCTION LOCATION, SIZE, INVERT, AND DIRECTION OF
FLOW PRIOR TO CONSTRUCTION
EXISTING 4" GREASE
WGREASE/WASTE PIPE WASTE PIPE
- - - - - - - VENT PIPE ---EXISTING 4" GREASE
•
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EXISTING 6" GREASE 6„
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C.Q.
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GREASE INTERCEPTOR BELOW 2 WAY
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O
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C.O. D
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CONNECT NEW 6" GREASE WASTE PIPE TO EXISTING 6"
C GREASE WASTE PIPE IN THIS AREA CONTRACTOR TO
2 WAY VERIFYFIELD DIRECTIONF FLOW PR OR TIO CIINVERT,
AND
ONSTk CTON
PLUMBING SPECIFICATIONS
ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 FIFTH EDITION OF THE PLUMBING
SECTION AND TO COMPLY WITH ALL LOCAL RULES AND ORDINANCES.
1. ALL WORKMANSHIP & MATERIALS TO BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, LOCAL
CODES, RULES &ORDINANCES.
2. CONTRACTOR SHALL VISIT THE JOB SITE & THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS.
3. ALL MATERIALS TO BE NEW.
4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS WORKMAN LIKE
MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE.
5. ALL EXCAVATION & BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS
CONTRACT.
6. REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY &
PROPERTY DAMAGE FOR THE DURATION OF WORK.
S
7. CONTRACTOR SHALL PAY FOR ALL PERMITS FEES INSPECTIONS &TEST. SUBSTITUTIONS BY THE CONTRACTOR
SHALL HAVE PRIOR APPROVAL. ANY CHANGES MADE WITHOUT APPROVAL WILL BE PAID BY THE CONTRACTOR
TO RETURN TO THE ORIGINAL DESIGN.
8, EXISTING PIPE SIZES TO BE VERIFIED BY THE PLUMBER AND UPGRADED IF NOT LARGE ENOUGH TO ACCOMMODATE
LOAD.
9. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF
CONSTRUCTION.
10. THE CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OF THE GENERAL NOTES,
SPECIFICATIONS, AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY
CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS.
11. DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND
EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. FIELD VERIFY FINAL
LOCATIONS FOR EQUIPMENT. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS AND
EXACT LOCATION OF PLUMBING FIXTURES. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS
FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS,
12. DRAWINGS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS.
13. VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
ADVISE ENGINEER OF ANY DISCREPANCIES. ANY COST RESULTING FROM DISCREPANCIES NOT REPORTED AT THIS
TIME SHALL BE PAID BY THE CONTRACTOR.
14. INSTALL SIOUX CHIEF 650 SERIES WATER HAMMER ARRESTORS IN PIPING TO QUICK -CLOSING VALVES AS DEFINED
IN FLORIDA PLUMBING CODE.
15. PROVIDE SHUT-OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE.
16. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS.
17. CAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES
ARE MADE.
18, SANITARY PIPE 2 1/2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT. SANITARY PIPE 3" AND LARGER
SHALL BE SLOPED AT 1/8" PER FOOT. CONDENSATE PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT.
19. WHERE SOIL CONDITIONS REQUIRE THE USE OF PIER OR PILING SUPPORTED GRADE BEAM CONSTRUCTION OR IN
FILLED GROUND WHERE THE SOIL COMPACTION IS LESS THAT 95% THE SANITARY PIPING TO BE INSTALLED BY
TRENCHING INTO THE FILL, AND THEN PUTTING HANGERS WITH SUPPORT RODS ON THE PIPES AS THEY ARE
INSTALLED. THE HANGER RODS EXTENDING UPWARD TO BE EMBEDDED IN AND ANCHORED IN THE CONCRETE PER
ASTM F2536-068 AND UNDERGROUND PIPE TO CONFORM TO ASTM STANDARD D2665.
20. DO NOT ROUTE ANY WET PIPING OVER ELECTRICAL EQUIPMENT:
21. WATER PIPING TO BE TYPE "L" COPPER ABOVE AND TYPE "K" COPPER BELOW GRADE.
22. SOIL, WASTE, VENT AND STORM PIPING TO BE PVC SCHEDULE #40 DWV CONFORMING TO ASTM D2665 FOR
UNDERGROUND AND AS PER FLORIDA BUILDING CODE PLUMBING 2014 TABLE 70.2 & 702.3. CAST IRON SHALL BE
USED IN COMMON PLENUM AREAS.
23. RAINWATER/STORMWATER TO BE SCHEDULE #40 DWV, INSULATE WITH ARMAFLEX INSULATION WHEN IN COMMON
PLENUM.
24. HOT WATER, TEMPERED WATER AND HOT WATER RETURN PIPES TO BE INSULATED WITH ARMAFLEX INSULATION
FROM THE WATER HEATER TO THE FURTHEST FIXTURE PER 2014 FBC PLUMBING' 607.2.1..
25. THE DISCHARGE WATER TEMPERATURE FROM LAVATORIES, BIDETS & GROUP WASH FIXTURES LOCATED IN PUBLIC
TOILET FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS SHALL BE LIMITED TO A MAXIMUM
TEMPERATURE OF 110°F (43°C) BY A WATER TEMPERATURE LIMITING DEVISE CONFORMING TO ASSE 1070 OR CSA
8125.3.
26. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED.
27. ALL PLUMBING PIPES PENETRATING FIRE RATED WALLS, CEILINGS AND/ OR FLOORS SHALL BE PROVIDED WITH
U.L. APPROVED FIRE RATED ASSEMBLY. (EQUAL TO WALL FIRE RATING - SEE ARCHITECTURAL DRAWINGS).
28. NO PVC PIPING TO BE USED IN COMMON PLENUM AREAS.
29. WHERE CEILING SPACE IS A COMMON PLENUM NO COMBUSTIBLE MATERIALS ALLOWED.
30. CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENTS. INSULATE WITH ARMAFLEX
INSULATION -
31. FLUSH OUT EXISTING WATER PIPING, STERILIZE THE NEW WATER PIPING LINES BY INTRODUCING IN THEM A
SOLUTION OF CALCIUM HYPOCHOLORITE OR CHLORIDE OF LIME, OPEN AND CLOSE ALL NEW VALVES WHILE SYSTEM
IS BEING CHLORINATED. AFTER THE STERILIZING AGENT HAS BEEN APPLIED FOR 24 HOURS, TEST FOR RESIDUAL
CHLORINE AT THE ENDS OF LINES. IF LESS THAN 10 PARTS PER MILLION IS INDICATED, REPEAT THE PROCESS.
WHEN TESTS SHOW AT LEAST 10 PARTS PER MILLION OF RESIDUAL CHLORINE, FLUSH OUT THE SYSTEM UNTIL ALL
TRACES OF THE CHEMICAL USED ARE REMOVED. MAKE NECESSARY CONNECTIONS TO STERILIZE PIPING.
32. AFTER STERILIZATION HAS BEEN ACCOMPLISHED INITIATE A BACTERIOLOGICAL TEST PERFORMED BY AN
APPROVED TESTING LABORATORY. WATER SHALL BE DRAWN FROM THE SYSTEM AT A POINT FURTHEST FROM
THE WATER ENTRANCE TO THE BUILDING. A CERTIFIED TEST REPORT OF THESE TESTS RESULTS INDICATING
SATISFACTORY COLIFORM COUNT, COLOR AND CHLORINE RESIDUAL SHALL BE PRESENTED TO THE ARCHITECT AND
OWNER WHEN THE WATER SUPPLY PIPING SYSTEM IS SUBSTANTIALLY COMPLETED DURING CONSTRUCTION.
ANOTHER SIMILAR TEST SHALL BE PERFORMED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY
WITH ANOTHER CERTIFIED TEST REPORT PRESENTED TO THE ARCHITECT AND OWNER AT THAT TIME.
33. FEDERAL LAW MANDATES AS OF JANUARY 4, 2014 THE WETTED SURFACE OF EVERY PIPE, FIXTURE AND FITTING
INSTALLED IN POTABLE WATER APPLICATIONS SHALL NOT CONTAIN MORE THAN 0.25% LEAD BY WEIGHT. SOLDER
AND FLUX SHALL NOT CONTAIN MORE THAN 0.2% LEAD. NON-COMPLIANCE MAY RESULT IN FINES, INSTALLED
PRODUCT REMOVAL COSTS, LAWSUITS BY PRIVATE PARTIES OR GOVERNMENT AGENCY.
34. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT
LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED
WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE
INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.
35. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BID AND INSTALLATION. INFORM THE ENGINEER OF
RECORD OF ANY DISCREPANCY BETWEEN THE DOCUMENTS AND THESE CONDITIONS AND HE SHALL INCLUDE IN HIS
BID TO CORRECT THE SAME AS DIRECTED. THE ENGINEER AND THE ARCHITECT ARE NOT RESPONSIBLE FOR ANY
ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER THE CONTRACT HAS
BEEN AWARDED.
36.. CONTRACTOR SHALL KEEP AS-BUILTS AND SUBMIT TO THE ENGINEER OF RECORD FOR REVIEW. ALL CHANGES
SHALL BE FORWARDED A MINIMUM OF (2) WEEKS PRIOR TO FINAL INSPECTION. ANY EXPENSES, SUCH AS
REVISIONS OR AS-BUILTS, NECESSARY FOR FINAL C.O. SHALL BE AT THE EXPENSE OF THE OWNER.
PLUMBING SHEET INDEX
SHEET#
DESCRIPTION
P0.1
PLUMBING DETAILS, SPECS, & RISERS
P1.1
PLUMBING PLAN
D LP -71 " I L
CLEAN-OUT TO SLAB NOT TO SCALE
NO. 1
SE INTERCEPTOR -
�ETE: 1250' GALLONS
GAL. 1250
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REINF.
10/10
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�ETE: 1250' GALLONS
GAL. 1250
W
4-0
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4-3
T MIN,
4
REINF.
10/10
CONC.
3000 PSI,28 DAY
T
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REINFORCEMENT PLAN VIEW
22'0 OPENING FOR CAST
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PERMIT SET: 08/31/1
PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
INFORM THE ARCHITECT AND THE ENGINEER OF ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND
THE EXISTING CONDITIONS AND HE SHALL INCLUDE IN HIS BID TO CORRECT THE SAME AS DIRECTED.
THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING
FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.
NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF
RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.
NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.
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REVISION:
# DATE DESCRIPTION
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ISSUED FOR PERMIT:
0831.2015
DRAWING TITLE:
PLUMBING DETAILS, SPECS,&
RISERS
DATE: 08-31-15
SCALE: AS NOTED
DRAWN BY: JS
CHECKED BY: JS
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PLUMBING DETAILS, SPECS,&
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DATE: 08-31-15
SCALE: AS NOTED
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# DATE DESCRIPTION
DRAWING TITLE:
PLUMBING PLAN
DATE: 08-31-15
SCALE: AS NOTED
DRAWN BY: JS
CHECKED BY: JS
PROJECT NO. 15417
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# DATE DESCRIPTION
DRAWING TITLE:
PLUMBING PLAN
DATE: 08-31-15
SCALE: AS NOTED
DRAWN BY: JS
CHECKED BY: JS
PROJECT NO. 15417
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