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_ PLUMBING PLAN
SCALE: 1 /4" = 1 '-0"
GENERAL FL UM5 f NCB NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING 11. PERFORM THE FOLLOWING TESTS:
CODE, DADE COUNTY EDITION, AND ALL APPLICABLE LOCAL ORDINANCES.
2. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR A. NEW WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 100
IN A FIRST CLASS WORKMANLIKE MANNER THE COMPLETE SYSTEM SHALL BE PSIG FOR A PERIOD OF NO LESS THAN ONE HOUR
FULLY OPERATIVE AFTER COMPLETION OF WORK B. WASTE AND VENT PIPING SHALL BE FILLED WITH WATER t0 A 10 FOOT
3. PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL HEAD AND ALLOWED t0 STAND UNTIL THE WATER LEVEL REMAINS
FLUMBING WORK SHALL BE FREE OF DEFECTS OF MATERIALS AND CONST,ANt.
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING. "
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4. CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY LOCATION OF EXISTING D. STERILIZE ALL NEW WATER PIPING WITH A MIXTURE OF TWO (2) -e
POINTS OF CONNECTIONS BEFORE SUBMITTING BID AND OBTAIN CLARIFICATION POUNDS OF CHLORINATED LIME TO EACH 1000 GALLONS OF WATER X.m
BEFORE COMMENCING WORK (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPE FORA = ,
5. COORDINATE NEW PLUMBING WORK WITH LIGHTING, ELECTRICAL SYSTEMS, PERIOD OF 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE - - -
DUCTWORK, STRUCTURAL SYSTEMS AND CEILING SYSTEMS. WATER BEFORE PLACING SYSTEM IN SERVICE.
12. WASTE PIPING 2' AND SMALLER SHALL BE SLOPED AT I/4' PER FOOT MINIMUM, �' �j
6. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PIPES LARGER THAN 2' SHALL BE SLOPED AT 1/8' PER FOOT MINIMUM
AND NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATION DUE TO FIELD FALL. ANY DEVIATION SHALL BE APPROVED BY ARCHITECT/ENGINEER
CONDITIONS BEFORE PERFORMING WORK
7. CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL PENETRATIONS
THROUGH WALLS, CEILINGS,FLOOR AND ROOFS WITH OCHER TRADES AND 13 PIPING PENETRATIONS AT ROOFS, CEILINGS,FLOORS AND WALL SHALL
BE SEALED AIR AND WATER TIGHT. WHERE PENETRATING FIRE RATED
REPORT ANY L BE CPENCIES 70 ARGHICECC/ENGINEER NO STRUCTURAL CONSTRUCTION,FIRE SAFED TO PROVIDE PROTECTION MATCHING _...
MEMBER SHALL BE CUT. �=-f�—J_�.�
REQUIRED RACING.
8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT _ on
LOCATION OF FIXTURES AND PIPING. 14. CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED
S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTION ABOVE OTHERWISE NON-ACCESSIBLE CEILINGS.
AND.TEST FEES. 15. NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED
10. MATERIALS SHALL BE NEW,FREE OF DEFECTS AND OF AMERICAN MANUFACTURE. PRIOR TO FINAL APPROVAL OF SHOP DRAWINGS.
MANUFACTURER NAMES SHALL BE INTERPRETED AS ESTABLISHMENT OF REQUIRED 16. THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO
TYPE, GLASS AND QUALITY AS FOLLOWS: SHOW AS-BUILT CONDITIONS AT THE COMPLETION OF CONSTRUCTION
A. ABOVE GROUND WASTE AND VENT PIPING SHALL BE BELL AND SPIGOT 17 FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS
OR 'NO HUB' STANDARD WEIGHT CAST IRON, WROUGHT IRON OR COPPER
PIPE. IF PERMITTED BY GOVERNING CODES AND ACCEPTED BY OWNER, BETWEEN DISSIMILAR METALS.
SCHEDULE 40 ABS OR (DWV) PVC MAY BE USED.NO COMBUSTABLE 18. THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS
PIPING SHALL BE LOCATED IN RETURN AIR PLENUM. ARE SHOWN AS OBTAINED FROM EXISTING INFORMATION OR SITE OBSERVATION
B. UNDERGROUND WASTE PIPING SHALL BE BELL AND SPIGOT STANDARD WEIGHT AND ARE ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL VERIFY
CAST IRON, WROUGHT IRON OR COPPER PIPE. IF PERMITTED BY GOVERNING THESE LOCATIONS, CONNECTION POINTS AND SIZES BEFORE PROCEEDING WITH
CODES AND ACCEPTED BY OWNER, SCHEDULE 40 ABS OR (DWV) PVC MAYBE WORK. 10/1 8 99'
USED IN LIEU OF CAST IRON.FOR BUILDINGS EXCEEDING 3-STORIES IN HEIGHT,
UNDERGROUND DRAINAGE PIPING SHALL BE SERVICE WEIGHT SCHEDULE 40. IS. ALL DISCONNECTED PLUMBING LINES SHALL BE EITHER RECONNECTED SY »
OR CAPPED. NO LINES SHALL REMAIN OPEN TO THE ATMOSPHERE. .1/4 _ -O
C. WATER PIPING: COPPER TYPE 'L' ABOVE GROUND AND COPPER TYPE 'K'
BELOW GROUND, ASTM 8-16, LEAD-FREE SOLDER
, Puga and Associates, Inc.
D. WALL CLEANOUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR +1^fl k COY
Engineers/Consultants
# EB 0005813
E. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL. {-
EQUAL. 4970 S. P. 72 Avenue, #107
' 5 �0 Miami;Florida 33155
305 661-7700 /
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