07-105-011PLUMBING GENERAL NOTES
A. UNLESS OTHERWISE SPECIFIED ON THIS DRAWING CONTRACTOR SHALL
REFER TO ORIGINAL LANDLORD SPECIFICATIONS FOR ALL APPLICABLE
REQUIREMENTS, NOTES, DETAILS, CONSTRUCTON'S STANDARDS, ETC.,
COORDINATE WITH LANDLORD REQUIREMENTS PRIOR TO ORDERING AND/OR
INSTALLATION OF ANY EQUIPMENT AND ACCESSORIES SHO;";N
1. SITE INVESTIGATION:
EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK; THE LADDER IS
REQUIRED, BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE
PROPOSED WORK AND FAMILIARIZE HIMSELF/HERSELF WITH THE NATURE AND
EXTEND OF THE WORK AND ANY LOCAL CON6ITIONS THAT MAY IN ANY MANNER
AFFECT THE WORK TO BE DONE ADD EOUIPMLWI, MATERIALS AND LABOR
REQUIRED THEREFORE. SINCE THE WORK INVOLVES EXISTING BUILDINGS, SYSTEM
AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF
WORKING CONDITIONS, EXISTING FACILITIES AN ALL BUILDING STRUCTURES
TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VARIATIONS IN
ROUTING AND/OR CONSTRUCTION SHOULD BE ANTICIPATED BY THIS
CONTRACTOR AND ARE EXPRESSLY INCLUDED �AS PART OF THE WORK WHENEVER
REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART
OF THE CON TRACT4R WILL IN NO WAY RELIEVE HIM OF THE OBLIGATION AND
RESPONSIBILITIES ASSUMED UNDER THIS CONRACT.
2, THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL
PROBLEMS FOR THE DESIGN ENGINEERS AS WELL AS THE PLUMBING
CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS TO SHOW AND
IDENTIFY THE LOCATIONS AND TYPES OF EXISTING PLUMMN^v SYSTEMS, THE
MAJOR PORTION OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS
HOWEVER DEVIATIONS MAY BECOME EVIDENT AIS THE JOB PROGRESSES.
PLUMBING CONTRACTOR SHALL PERFORM A FIELD VERIFICATION BEFORE
BIDDING THIS PROJECT.
3. CONTRACTOR WILL BE RESPONSIBLE FOR COODINATING HIS DEMOLITION
WORK WITH OTHER TRADES, AND TO PROTECT FROM DAMAGE EXISTING SYSTEMS
TO REMAIN.
4. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING PIPES
BEFORE COMMENCING TO WORK AND MAKE M DIFiCATiONS AS REQUIRED
WITHOUT ADDITIONAL COST TO THE OWNER,
5, ALL PIPING SHALL BE INSTALLED RECESSED IN BLOCK WALLS, CHASES
OR PARTITIONS.
6. EXISTING PIPES SERVING AREAS NOT COVERED BY THIS CONTRACT BUT
IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED EXCEPT AS A
TEMPORARY INTERRUPTION COORDINATED WITH THE OWNER AND LANDLORD.
7. PLUM:ING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND
CONNECTION CHARGES REQUIRED.
& PLUMBING CONTRACTOR SHALL VERIF`1 ALL SPACE CONDITIOIJS AND
DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF
MATERIALS AND EQUIPMENT.
9. COORDINATE ALL WORK WITH OTHER TRAD S.
10. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF
ACCEPTANCE
11. PROVIDE SHOCK ABSORBERS SIZE, QUANTITY ATY AND LOCATION AS PER
P.D.I. STANMMA'nDS.
12. PROVIDE SHUT-OFF VALVE FOR EACH GR UP OF FIXTURE AND EACH
FIXTURE SUPPLY.
13. rJHEr"SEvER DISSIMILAR METALS ARE TO B JOINED, A DIELECTRIC
FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
14. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL ROUGH -INS
WITH THE MANUFACTURER BEFORE MAKING ANY INSTALLATION.
15. POTABLE HOT AND COLD WATER SYSTEMS SHALL BE "LEAD FREE" WITH
LEAD CONTENT NOT EXCEEDING 0,2 PERCENT FOR SOLDER AND FLUXES AND a
PERCENT FOR PIPE FITTINGS, FIXTURES AND TRIM1. CONTRACTOR SHALL
VERIFY MANUFACTURER'S COMPLIANCE.
16. ALL POTABLE HOT AND COLD WATER SYSTEMS SHALL IRE FLUSHED CLEAR,
STERILIZED WITH AN APPROVED SOLUTION AND THROUGHLY FLUSHED OF ALL
RESIDUAL SOLUTION AFTER FINAL PRESSURE iESTV AND WITH ALL TRIM AND
CONNECTIONS INSTALLED.
17. PROVIDE SHUT-OFF AND VACUUM BREAKER TO ALL HOSE CI::S AND
FAUCETS WITH HOSE -END COINNECTIONS.
1$, ALL FLOOR DRAINS SHALL HAVE TRAP P IMERS TO PROTECT THE SEAL OF
THE TRAP.
19. PVC PIPING IS NOT ALLOWED IN RETURN AIR PLENUMS. IF RETURN AIR
PLENUMS ARE USED, CONTRACTOR SHALL R LACE ALL EXISTING PVC PIPING ,AIITH
CAST IRON OR COPPER PIPING.
20. DRAINAGE SYSTEM DESIGN IS BASED ON 1/$" PER FOOT MINIMUM
FALL FOR PIPES 3" OR LARGER AND 1/4" PER FOOT MINIMUM FALL FOR
PIPES 2" OR SMALLER, ANY DEVIATIONS SHALL BE APPROVED BY
ARCHITECT/ENGINEER.
21. ALL VENT THROUGH ROOF OPENINGS SHA L BE OFFSETED TO A MINIMUM
DISTANCE OF S-0" FROM PARRAPET WALL 0 ROOF EDGE. SEE ARCHITECTURAL
DRAWINGS FOR RvvF F'!LASHiivG. LEAD FLASHINIG WILL NOT BE ACCEPTED.
22. DRAIN PIPES UNDER LAVATORIES SHALL 57 INSULATED WITH PRE -MANUFACTURED SLEEVE
IN ACCORDANCE WITH FLORIDA PLUMBING CODE 404.6.4. THERE SHALL BE NO SHARP
OR ABRASIVE SURFACES UNDER LAVATORIES.
PLUIM&RING SPECIFICATION
1. GENERAL:
MATERIAL SHALL BE NEW, UNUSED, BEST OF THEIR RESPECTIVE KINDS AND
FREE FROM DEFECTS IN WORKMANSHIP; IN CONFOR!"-,NCE WITH THE LATEST
PUBLICATIONS IN FORCE AT TIME OF BIDDING,
2. PIPE AND FITTINGS:
A. DRAINAGE WASTE AND VENT PIPING INCLUDING:
PVC DRAINAGE WASTE AND PIPING �DIAIV) CONFORMING TO
ASTM D-2665, UNDERGROUND NO UB CAST IRON CISPI STANDARD 301
ABOVE GROUND AND CAST IRON HUB, PLAIN END ASTMA A-74 WITH NEO-
PRENE GASKETS UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WHEN
ITS APPROVED BY LOCAL AUTHORITIES AND NOT TO BE USED IN AIR
RETURN PLENUM.
W. DOMESTIC WATER SUPPLY PIPING: COPPER PIPE TYPE 'L' WITH BRONZE
OR WROUGHT COPPER SOLDER JOINT FITTINGS, ASTM.998-78.
C. CONDENSATE PIPING: AS HEREIN BEFORE SPECIFIED FOR SANITARY
SOIL, WASTE AND VENT PIPING.
D. STORM DRAIN PIPING: AS HEREIN BEFORE SPECIFIED FOR SANITARY
SOIL, WASTE AND VENT PIPING,
3. JOINTS AND METHODS OF CONNECTION:
A. DWV COPPER PIPE: JOINT WITH 95-5 TIN -ANTIMONY SOLDER, INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
B. TYPE 'L' COPPER TUBE: JOIN WITH 95-5 TIN -ANTIMONY SOLDER, INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
C, STEEL PIPE:
a. THREADED JOINTS: AFTER CUTTING AND BEFORE THREADING, REAM
ALL PIPE AND REMOVE BURRS. MAKE JOINTS WITH JOINT COMPOUND APPLIED
TO MALE THREADS ONLY.
b. FLANGED JOINTS: STANDARD WEIGHT, 150 P.S.I. STEEL, WITH APPROVED
RED RUBBER GASKET OR NEOPRENE RUBBER GASKET, INSTALL AS PER
MANUFACTURER'S RECOMMENDAT, IONS.
4. UNIONS AND FLANGES:
A. COPPER PIPE: BRONZE UNIONS FOR 2 INCHES AND SMALLER. FOR 2-1/2
INCHES AND LARGER USE BRONZE FLANGED CONNECTIONS 150 POUND CLASS.
B. DIELECTRIC UNIONS OR FLANGES: UNIONS SHALL MEET DIMENSIONAL
REQUIREMENTS AND TENSILE STRENGTH OF PIPE UNIONS IN ACCORDANCE WITH
FED, SPEC, WW-U-531 E. UNIONS OR FLANGES SHALL BE SUITABLE FOR
REQUIRED OPERATING PRESSURES AND TEMPERATURE CONDITIONS. UNIONS
SHALL HAVE METAL CONNECTIONS ON BOTH ENDS. ENDS SHALL BE THREADED
OR SOLDERED TO MATCH ADJACENT PIPING. METAL PARTS OF UNION OR
FLANGED SHALL BE SEPAREATED TO PREVENT CURRENT FLOW BETWEEN
DISSIMILAR METALS. EPCO DIELECTRIC PIPE FITTINGS OR EQUIVALENT.
5. ESCUTCHEONS:
CHROME PLATED OR STAINLESS STEEL WITH SET SCREWS FOR HOLDING
SECURELY IN PLACE. USE ESCUTCHEONS ON PIPES PASSING THROUGH WALLS,
FLOORS AND CEILINGS OF FINISHED AREAS.
6. PIPE INSULATION. -
A. ALL CONDENSATE LINES SHALL BE INSULATED WITH 3/4" FIRE RETARDANT
ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FLAME SPREAD AND SMOKE
DEVELOPED RESPECTIVELY.
B. ALL HOT WATER AND TEMPERED WATER LINES SHALL BE INSULATED WITH 1" FIRE RETARDANT
ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FLAME SPREAD AND SMOKE
DEVELOPED RESPECTIVELY.
7. INSTANT -FLOW WATER HEATERS SHALL BE OF THE CAPACITY AND
ELECTRICAL CHARACTERISTICS INDICATED ON PLANS AS MANUFACTURED BY
CHRONOMiTE LABORATORIES,INC,
8. TRAP PRIMER SHALL BE SELF PRIMING TYPE ON COLD WATER SUPPLY LINE
AS MANUFACTURED BY PRECISION PLUMBING PRODUCTS, INC_ "PRIME -RITE"
#PR-500. WHEN TWO OR MORE TRAPS REQUIRE PRIMING, PROVIDE WITH
DISTRIBUTION UNIT #DU-2, 3 OR 4 AND SUPPLY TUBE #SS-8 ASSEMBLY.
PROVIDE ACCESS PANEL AND INSTALL AS PER MANUFACTURER'S RECOMMENDATION.
9. FLOOR DRAINS: AS MANUFACTURED 4Y JOSAM.
A. FD-1: JOSAM 30000-A SERIES WITH 6"x6" SQUARE NIKALOY TOP AND 1 /2"
TRAP PRIMER CONNECTION.
NUT
ViS HAN
PIPE O.E
ULATION
PIPE
NSULAPO
ADDLE
VALY. SHIELD
PIPE
W/ INSULATION
PIPE
W/OUT INSULATION
e ■ w �■ ■ ^s s III w�
PIPE i i0AC: �i4.1R�1.�4�1.E��i�l�i E � "I.�A�
N.T.S.
TEST TEE
THREADED
CLEANOUI
PLUMBING FIXTURE CONNECTION SCHEDULE
COLD
HOT
SYMBOL
DESCRIPTION
DRAIN
WATER
WATER
MANUFACTURER/MODEL
TRIM
P-1
WATER CLOSET
3"
1/2"
--
AMERICAN STANDARD "CADET II'
CLOSED COUPLE TANK WITH SPEED CONNECT TANK/YWOWL COUPLING
(HANDICAP)
#2216.170, TWO-PIECE VITREOUS
SYSTEM AND POLISHED CHROME TRIP LEVER.
CHINA ELONGATED BOWL AND TANK
SEAT: OLSONiTE # 95 OPEN FRONT SEAT WITHOUT COVER.
WITH BOLT HOLE COVERS.
SUPPLY: BRASS -CRAFT POLISHED CHROME CAST BRASS
ANGLE SUPPLY WITH WHEEL HANDLE STOP AND SHALLOW
ESCUTCHEON.
P-2
LAVATORY
1 1/4"
1/2"
--
AMERICAN STANDARD "WHEELCHAIR
FAUCET. DELTA # 3530-LHP CHROME BASE, 12"
(HANDICAP)
LAVATORY" #9140.013, WHITE
I WIDESPREAD FAUCET, 5"SPOUT WITH H24-A24
WITH 12" CENTER FAUCET HOLES,
CHROME LEVER HANDLES, VANDAL RESISTANT SPRAY
FRONT OVERFLOW AND CONCEALED
# RP5202 OUTLET 0.5 GPM AND METAL POP-UP DRAIN
ARMS SUPPORT.
WITH PLATED FLANGED AND STOPPER.
P-TRAP: McGUIRE #8972 POLISHED CHROME
CARRIER: JOSH I # 17100 FLOOR -MOUNT
CAST BRASS WITH WALL $END, CLEANOUT PLUG,
CONCEALED ARMS SUPPORT.
SLIP NUTS AND SHALLOW ESCUTCHEON.
SUPPLY: tRASS-CRAFT ANGLE SUPPLY STOP WITH
LOOSE KEY STOP, SHALLOW CHROME ESCUTCHEON
AND RIGID CHROME COPPER CONNECTION.
INSULATION: McGUIRE "PROWR.AP" #PW 2000 WC
SEAMLESS INSULATORS FOR OFFSET DRAIN, TRAP,
TAILPIECE, WASTE ARM AND HOT & COLD VALVES.
P-3
WATER COOLER
1 1/2"
1/2"
_-
OASIS REF: LZSE
STAINLESS STEEL BOTTOM TOPS
BARRIER -FREE ACCESS
WATERWAY ARE LEAD-FREE IN MATERIALS A CONSTRUCTION
RATED CAPACITY $ GPH, 3.7 AMPS
I FLEXI-GUARD SAFETY BURBLER,
FULL LOAD , 1/4H.P. COMP,
(NOT TO SCALE)
ACCESS COVER AND
FRAME
FINISHED WALL
SURFACE
(NOT TO SCALE)
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12651 Srluth Dixie HW. Suits 209 TEL. (305) 255-1E211
.f7l�h .� Miami, Florida 33156 FAX ,,14�) 1512-5-1741. 32
70 THE .EST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
'Cjj} L `''r♦ r �' HEREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISION`; OF THE
,F!*•••�� 9,� -, � , t" APPLICABLE BUILDING BODES. THIS DRAWING IS THE SOLE PROPERTY OF
• (" �j * ' JP.dM CONSULTING ENGINEERS LLB' AND IS AN INSTRUMENT OF SERVICE NOT To BE
#� ••, • • , • •' • \� •." REPRODUCED IN WHOLE UR IN PART WITHOUT THE EXPRESS WRITTEN PER:",ISS,CN
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