06-1828R-001GENERAL PLUMBING NOTES
1. 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 SHALL 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 REQUIRED, EXISTING SYSTEM COMPONENTS SHALL 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 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.
8. DRAWING ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF
FIXTURES AND PIPING.
9. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTIONS AND
TEST FEES.
10. ALL MATERIALS TO BE PROVIDED UNDER THIS DOCUMENTS SHALL MEET ALL THE
REQUIREMENTS OF THE F.P.C. AND ALL OTHER LOCAL STANDARDS AND REGULATIONS.
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 QUALITY. MATERIAL SHALL BE PROVIDED AS FOLLOWS:
A. ALL WASTE AND VENT PIPING BELOW GRADE SHALL BE ONE OF THE
FOLLOWING TYPES (AS PER TABLE - 702.2, F.P.C.) :
A.1 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 BELL AND SPIGOT SERVICE WEIGHT CAST IRON, WITH LEAD AND OAKUM, OR
GASKETED JOINTS. PIPING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS
OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE.
B. ALL WASTE, VENT, AND STORM PIPING ABOVE GRADE SHALL BE ONE OF THE
FOLLOWING TYPES (AS PER TABLE- 702.1, F.P.C.) :
B.1 SERVICE WEIGHT CAST IRON SOIL PIPE. PIPING AND FITTINGS SHALL CONFORM WITH
THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE.
8.2 BELL AND SPIGOT, 'NO HUB' SERVICE WEIGHT CAST IRON, OR WROUGHT IRON, WITH
SEALING SLEEVES AND STAINLESS STEEL COUPLING JOINTS, CLAMPS AND BOLTS.
PIPING AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF CISPI STANDARD
301, ASTM A -888 OR ASTM A -74. LATEST ISSUE.
C. SANITARY PIPE FITTINGS:
C.1 JOINTS FOR HUBLESS PIPE AND FITTING SHALL CONFORM EITH THE F.P.C. AND THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS.
HUBLESS COUPLINGS SHALL CONFORM TO CISPI 301. 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 AND FITTINGS SHALL CONFORM WITH TABLES 605.4 THRU
605.8. OF THE F.P.C. AND SHALL BE ONE OF THE FOLLOWING TYPES:
DA COPPER TYPE 'L' ABOVE GROUND AND COPPER TYPE 'K' BELOW GROUND
CONFORMING WITH ASME B -88, AND ASTM B -16, LEAD - FREE SOLDER. DOMESTIC
WATER PIPING SHALL NO BE INSTALLED BELOW SLAB, UNLESS INDICATED
OTHERWISE ON THESE DRAWINGS
D.2 PROVIDE WATER HAMMER ARRESTOR 18" HIGH, NEXT LARGE SIZE THAN PIPE
SERVING FIXTURE.
D.3 INSULATE ALL HOT WATER PIPING WITH 1" RIGID FIBERGLASS OR 1/2"
FLEXIBLE FOAM INSULATION (ARMAFLEX). FLEXIBLE FOAM INSULATION
SHALL NOT BE SPLIT, AND SHALL BE TAPED AT BUTT JOINTS.
E. WALL CLEANOUTS.
E.1 JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL
E.2 PROVIDE CHROME PLATED BRASS ESCUTCHEONS WITH LOCKING SCREWS WHERE
PIPE PASS THROUGH FINISHED WALLS.
E.3 A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK.
F. VALVES.
F.1 125 PSI NIBCO 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.
11. 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 10 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.
12. WASTE PIPING 2 1/2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM. PIPES
LARGER THAN 2 1/2" SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM FALL.
13. INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAIN WITH 3/4"
INCOAFLEX PIPE INSULATION OR EQUAL FINISHED, WHERE EXPOSED, WITH 2 COATS
OF WHITE LATEX PAINT AS PER MANUFACTURER'S INSTRUCTION.
14. 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.
15. ALL HORIZONTAL VENT PIPING SHALL SLOPE TO DRAW TO STACKS. NO POCKETS OR
LOW POINTS SHALL BE CREATED IN THE VENT LINES WHICH MAY PREVENT VENTING IF
FILLED WITH CONDENSATION.
16. CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED ABOVE
OTHERWISE NON- ACCESSIBLE CEILINGS.
17. NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED PRIOR TO FINAL
APPROVAL OF SHOP DRAWINGS.
18. THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW
AS -BUILT CONDITIONS AT THE COMPLETION OF CONSTRUCTION.
19. FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN
DISSIMILAR METALS.
20. THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS, ARE
SHOWN AS OBTAINED FROM EXISTING INFORMATION AND ARE ONLY APPROXIMATE
IN LOCATION. THE CONTRACTOR SHALL VERIFY THESE LOCATIONS, CONNECTION
POINTS AND SIZES BEFORE PROCEEDING WITH WORK.
PLUMBING FLOOR PLAN 3/16T
FIRST
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diez
architecture,
inc-,
7430 sw 48th
street
miami, florida
33155
phone: (305)
663 -1970
fax: (305)
663 -2312
e -mail: peter®diezarchitecture.com
pedro diez, ra
president ar
0008996
ENGINEERING CONSULTANT
Associates, Inc.
3 /Consultants
# EB 0005813
7326 S.W. 48th Street
Miami, Florida 33155
(305) 661 -7700
17a. jq"
U
4th FLOOR
6141 SUNSET DRIVE
SOUTH MIAMI. FLORIDA
PROJECT No. 04.158.041
REVISIONS
2l 03/13/07 Owner Revision
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DATE: October 9. 2006
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