10-1110-0131. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. AND ALL APPLICABLE LOCAL
ORDINANCES.
2. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER.
THE COMPLETE SYSTEM SHAH BE FULLY OPERATIVE AFTER COMPLETION OF WORK
3. PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE OF DEFECTS
OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE.
4. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. FIELD
VERIFY LOCATION OF EXISTING POINTS OF CONNECTIONS BEFORE SUBMITTING BID AND OBTAIN ANY REQUIRED
CLARIFICATION BEFORE COMMENCING WORK
5. WHERE INDICATED OR REOUIRED, EXISTING SYSTEM COMPONENTS SHAH BE CAREFULLY REMOVED OR RELOCATED.
EACH RESULTING OPENING IN THE BUILDING CONSTRUCTION SHALL BE PROPERLY PATCHED AND FINISHED WITH THE SAME
MATERIALS AS THOSE ADJACENT TO THE OPENING.
6. COORDINATE NEW PLUMBING WORK WITH LIGHTING. ELECTRICAL. DUCTWORK STRUCTURAL FRAMING AND CEILING
SYSTEMS.
7. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT /ENGINEER OF ANY
DEVIATION DUE TO FIELD CONDITIONS BEFORE COMMENCING WORK B. CONTRACTOR SHAH COORDINATE LOCATION AND
SIZE OF ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS AND ROOFS WITH OTHER TRADES AND REPORT ANY
DISCREPANCIES TO ARCHITECT /ENGINEER. NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED WITHOUT WRITTEN
AUTHORIZATION.
9. DRAWING ARE DIAGRAMMATIC. DD NOT SCALE DRAWINGS FOR EXACT LOCATION OF FIXTURES AND PIPING.
10. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTIONS AND TEST FEES.
11. MATERIALS SHALL BE NEW, FREE OF DEFECTS AND OF AMERICAN MANUFACTURER, INDELIBLY MARKED WITH
MANUFACTURER NAME. WEIGHT AND /OR CLASS. MANUFACTURER NAMES SHALL BE INTERPRETED AS ESTABLISHMENT OF
REQUIRED TYPE, CLASS AND DUALITY. MATERIAL SHALL BE PROVIDED AS FOLLOWS;
A. BELOW GRADE PIPING.
A.1 ALL WASTE, VENT, AND STORM LINES SHALL BE OF SERVICE WEIGHT CAST IRON, SOIL PIPE. PIPING AND FITTINGS SHALL
CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE.
A.2 UNDERGROUND WASTE. VENT AND STORM PIPING SHALL BE BELL AND SPIGOT SERVICE WEIGHT CAST IRON. WITH LEAD
AND OAKUM. OR GASKET JOINTS.
A.3 IF PERMITTED BY GOVERNING CODES AND ACCEPTED BY OWNER, SCHEDULE 40 ABS OR (DWV) PCV MAYBE USED IN
LIEU OF CAST IRON. FOR BUILDINGS EXCEEDING 3- STORIES IN HEIGHT. UNDERGROUND DRAINAGE PIPING SHALL BE
SERVICE WEIGHT SCHEDULE 40.
B. ABOVE GRADE PIPING.
0.1 ALL WASTE, VENT AND STORM LINES SHALL BE OF SERVICE WEIGHT CAST IRON SOIL PIPE. PIPING AND FITTINGS SHALL
CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE.
B.2 ABOVE GROUND WASTE, VENT AND STORM PIPING SHALL BE BELL AND SPIGOT OR'NO HUB' SERVICE WEIGHT CAST
IRON, OR WROUGHT IRON, WITH SEALING SLEEVES AND STAINLESS STEEL COUPLING JOINTS, CLAMPS AND BOLTS.
B.3 IF PERMITTED BY GOVERNING CODES AND ACCEPTED BY OWNER, SCHEDULE 40 ABS OR (DWV) PCV PIPE MAY BE USED.
NO COMBUSTIBLE PIPING SHALL BE LOCATED IN RETURN AIR PLENUM.
C. PIPE JOINTS.
C.1 JOINTS FOR HUB LESS PIPE AND FITTING SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS
AND LOCAL CODE REQUIREMENTS. HUB LESS COUPLINGS SHALL CONFORM TO CISPI 310. JOINTS FOR HUB AND SPIGOT
PIPE SHALL BE INSTALLED WITH COMPRESSION GASKETS CONFORMING TO THE REQUIREMENTS OF ASTM STANDARD C -564
OR SHALL BE INSTALLED WITH LEAD AND OAKUM.
D. DOMESTIC WATER PIPING.
0.1 COPPER TYPE'l' ABOVE GROUND AND COPPER TYPE'K' BELOW GROUND CONFORMING WITH ASME 8 -88, AND ASTM
8 -16, LEAD - FREE SOLDER. DOMESTIC WATER PIPING SHALL NO BE INSTALLED BELOW SLAB, UNLESS INDICATED
OTHERWISE ON THESE DRAWINGS
0.2 PROVIDE WATER HAMMER ARRESTORS 18" HIGH. NEXT SIZE LARGE THAN PIPE SERVING FIXTURE.
0.3 INSULATE ALL HOT WATER PIPING WITH I" RIGID FIBERGLASS OR 1/2" FLEXIBLE FOAM INSULATION (ARMAFLEX).
FLEXIBLE FOAM INSULATION SHALL NOT BE SPLIT, AND SHALL BE TAPED AT THE BUTT JOINTS. E. WALL CLEANDUTS.
E.I JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL.
E2 PROVIDE CHROME PLATED BRASS ESCUTCHEONS WITH LOCKING SCREWS WHERE PIPE PASS THROUGH FINISHED
WAILS. E.3 A CLEANDUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK
F. VALVES.
F.1 125 PSI NIBCD SCOTT, STOCKHAM OR EQUAL.
F.2 PROVIDES STOPS AT ALL PLUMBING FIXTURES. EXPOSED STOPS SHALL BE CHROME PLATED.
G. PLUMBING FIXTURES.
G.1 SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS.
G.2 PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REGULATION FS.553.14.
12. PERFORM THE FOLLOWING TEST;
A. NEW DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 100 PSIG FOR A PERIOD OF NO LESS THAN ONE
HOUR.
B. WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO A ID FOOT HEAD AND ALLOWED TO STAND UNTIL THE WATER
LEVEL REMAINS CONSTANT.
C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING.
D. STERILIZE ALL NEW DOMESTIC WATER PIPING WITH A MIXTURE OF TWO POUNDS OF CHLORINATED LIME TO EACH 1000
GALLONS OF WATER (50PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPE FOR A PERIOD OF 24 HOURS AND FLUSH
THOROUGHLY WITH POTABLE WATER BEFORE PLACING SYSTEM IN SERVICE. 13. WASTE PIPING 21/2" AND SMALLER SHALL
BE SLOPED AT 1/4" PER FOOT MINIMUM. PIPES LARGER THAN 21/2" SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM FALL.
14. INSULATE All AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAIN WITH INCOAFLEX PIPE INSULATION OR
EQUAL. FINISHED. WHERE EXPOSED, WITH 2 COATS OF WHITE LATEX PAINT AS PER MA �JFACTURER'S INSTRUCTION.
15. PIPING PENETRATION AT ROOFS. CEILINGS, FLOORS AND WALLS SHALL BE SEALED AIR AND WATER TIGHT. WHERE
PENETRATING FIRE RATED CONSTRUCTION, FIRE SAFE TO PROVIDE PROTECTION MATCHING REQUIRED FIRE RESISTANCE
RATING.
16. ALL HORIZONTAL VENT PIPING SHALL SLOPE TO DRAW TO STACKS. NO POCKETS OR LOW POINTS SHALL OF CREATED IN
THE VENT LINES WHICH MAY PREVENT VENTING IF FILLED WITH CONDENSATION.
17. CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED ABOVE OTHERWISE NON - ACCESSIBLE CEILINGS.
18. NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED PRIOR TO FINAL APPROVAL OF SHOP DRAWINGS.
19. THE CONTRACTOR SHALL PROVIDE A SEI OF PRINTS CLEARLY MARKED TO SHOW AS -BUILT CONDITIONS AT THE
COMPLETION OF CONSTRUCTION.
20. FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS.
21. THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS. ARE SHOWN AS OBTAINED FROM EXISTING
INFORMATION OR SITE OBSERVATIONS, AND ARE ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL VERIFY THESE
LOCATIONS. CONNECTION POINTS AND SIZES BEFORE PROCEEDING WITH WORK
22. PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF OWNER EQUIPMENT. FURNITURE AND CARPETING
WITHIN THIS BUILDING. COVER AND WRAP EQUIPMENT, FURNITURE AND CARPETING AS NECESSARY. OUST AND DEBRIS
SHALL BE STRICTLY CONTROLLED. CLOSE COORDINATION WITH OWNER WILL BE REQUIRED.
23. WHERE REQUIRED, EXISTING CEILINGS SHALL BE REMOVED TO MODIFY THE EXISTING PLUMBING SYSTEMS. THESE
CEILINGS SHALL BE REPLACED TO MATCH ADJACENT SURFACES.
24. ALL DISCONNECTED PLUMBING LINES SHALL BE EITHER RECONNECTED OR CAPPED. NO LINES SHALL REMAIN OPEN TO
THE ATMOSPHERE.
PROVIDE NICKEL BRONZE FLOOR PLATE
TO BE COMPATIBLE WITH INSTALLED
FLOOR TYPE.
R
EXTENSION TO SOIL OR
WASTE LINE
WALL
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ATED BRONZE WALL
0
PLUMBING LEGEND
SYMBOL
DESCRIPTION
(D
EXISTING SANITARY PIPE
(D
NEW SANITARY WASTE PIPE (SAN)
_____________
NEW SANITARY VENT PIPE
- - -
COLD WATER
- - - -
HOT WATER
-CA -CA
COMPRESSED AIR
VAC VAC
VACUUM LINE
__- _- __ - - -_ --
EXISTING VENT LINE
- - -
EXISTING COLD WATER PIPE
ID
DEMOLITION SANITARY LINE
- FD
FLOOR DRAIN W/ 1/2"
12
TRAP RESEAL
---� FCO
FLOOR CLEAN OUT
WCO
WALL CLEAN OUT
CO-
"P" TRAP
ySHOCK
ABSORBER
o+ HB
HOSE BIBB W/VAC. BREAKER
F.U.
FIXTURE UNIT
Y.F.R.
VENT THROUGH ROOF
A.F.F.
ABOVE FINISHED FLOOR
SD
STORM DRAIN
4�
CONNECT TO EXISTING PIPE.
SHOCK ABSORBER
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DRAIN LINE TO OPEN
NOTE;
1. ALL SANITARY LINES 2" AND SMALLER TO BE
SLOPED AT 1 /47FT.
2. ALL SANITARY LINES 3" AND LARGER TO BE
SLOPED AT 1 /8 "/FT.
3. INSTALL AIR CHAMBER. TYPICAL
4. FOR LOCATION OF THE WATER AND SEWER
LINES REFER TO A -I
WATER PIPING SIZE -2
(D
1/2 "0 CW /HW
(D
1/2 "9 CW
Q)
3/4 "8 CW -1/2" 0 HW
Q
3/4 "B CW /HW
a
1/2 "E HW
(6,
3/4 "O CW
(D
1 "B CW
Q
3/4 "B HW
9D
1 "9 CW - 3/4 "13 HW
ID
1 -1/4 "6 CW
11
1 -1/2 "6 CW
12
3 /8 "E CW -1/2 "N HW
13
1/4 "9 CW
SHOCK ABSORBER
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DRAIN LINE TO OPEN
NOTE;
1. ALL SANITARY LINES 2" AND SMALLER TO BE
SLOPED AT 1 /47FT.
2. ALL SANITARY LINES 3" AND LARGER TO BE
SLOPED AT 1 /8 "/FT.
3. INSTALL AIR CHAMBER. TYPICAL
4. FOR LOCATION OF THE WATER AND SEWER
LINES REFER TO A -I
Shower head a 1.5 gpm at 80 psi
Sink faucet 1.0 gpm at 60 psi
Urinal waterless or 0.5 gallon per flushing
cycle
Water closet 1.28 gallons per flushing cycle
Diswasher (residential) 6.5 gallons per cycle or less (Energy
star /water sense certified) c
Diswaher (commercial)
Linder the caounter machines
Washing machine
less than 1.2 gallons per rack for fill and
dump machines and less than
0.9 gallons per rack for all
o • of machines
1.0 gallons or •
high-temperature machines and 1.7 gallons
per 1 •. machines
Water factor of . or + (energy
star/water sense certified) c
For SI: 1 gallon = 3.785 L, 1 gallon per minute = 3.785 L /m,
1 pound per square inch = 6.895 kPa.
a. A hand -held shower spray is a shower head
b. Consumption tolerances shall be determined from referenced standards.
c. Water factor in gallons per cycle cubic foot
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Shower head a 1.5 gpm at 80 psi
Sink faucet 1.0 gpm at 60 psi
Urinal waterless or 0.5 gallon per flushing
cycle
Water closet 1.28 gallons per flushing cycle
Diswasher (residential) 6.5 gallons per cycle or less (Energy
star /water sense certified) c
Diswaher (commercial)
Linder the caounter machines
Washing machine
less than 1.2 gallons per rack for fill and
dump machines and less than
0.9 gallons per rack for all
o • of machines
1.0 gallons or •
high-temperature machines and 1.7 gallons
per 1 •. machines
Water factor of . or + (energy
star/water sense certified) c
For SI: 1 gallon = 3.785 L, 1 gallon per minute = 3.785 L /m,
1 pound per square inch = 6.895 kPa.
a. A hand -held shower spray is a shower head
b. Consumption tolerances shall be determined from referenced standards.
c. Water factor in gallons per cycle cubic foot
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