|
PLUMBING GENERAL NOTES:
<br />1. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO
<br />INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL
<br />RACEWAYS AND BUILDING STRUCTURE. IF PENETRATIONS THROUGH
<br />STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS,
<br />NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE
<br />THAT STRUCTURAL INTEGRITY IS MAINTAINED.
<br />2. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR
<br />CHASES EXCEPT AS SPECIFICALLY NOTED.
<br />3. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE
<br />GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY
<br />ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER
<br />INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN
<br />FIELD.
<br />4. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT
<br />ACCORDANCE WITH FLORIDA BUILDING/PLUMBING CODE 2004 W/2006
<br />UPDATE, ADA, AND FEDERAL CODES, REGULATIONS, APPLICABLE STANDARDS
<br />AND AUTHORITY HAVING JURISDICTION OVER THIS PROJECT.
<br />5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE
<br />NON -ACCESSIBLE CEILINGS.
<br />6. DRAINAGE PIPING 3" AND LARGER SHALL SLOPE NO LESS THAN 1 /8"
<br />FALL PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF
<br />1/4" PER FOOT.
<br />7. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL
<br />UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION.
<br />8. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" FROM AIR INTAKES.
<br />9. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL
<br />CONNECTIONS OF DISSIMILAR MATERIALS.
<br />10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF
<br />AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND
<br />APPLIANCE SERVICE POINT CONNECTION.
<br />11. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING
<br />FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI.
<br />12. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH
<br />APPLICABLE CODES.
<br />13. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIAL
<br />AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE
<br />LATEST APPLICABLE STATE AND LOCAL CODES.ALL SOIL, WASTE,
<br />& VENT PIPING INSTALLED WITHIN OR PASSING THROUGH FIRE EATEN
<br />ASSEMBLIES SHALL BE SERVICE WEIGHT CAST IRON (NO PVC ALLOWED).
<br />14. DOMESTIC WATER PIPING ENGINGER CPVC SCH. 40 PIPE AS DESIGNED
<br />FOR DOMESTIC WATER FOR PIPING FOR ABOVE GROUND
<br />15. INSULATE ALL HOT WATER PIPING WITH MIN, R-4 INSULATION MATERIAL.
<br />16. INSULATE ALL CONDENSATE DRAIN PIPING WITHIN BUILDING INCLUSIVE
<br />OF ALL EQUIPMENT PIPING RUNOUTS, TRAPS, ETC. USE INSULATION AS
<br />OUTLINED ABOVE FOR HOT WATER PIPING.
<br />17. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES
<br />AND WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED
<br />SUPPORT SYSTEMS.
<br />18. DO NOT SCALE THESE DRAWINGS.
<br />19. CONTRACTOR REVIEW ARCHITECTURAL SHEETS FOR LOCATIONS OF FIRE RATED
<br />WALLS AND CHASES. PROVIDE STEEL PIPE SLEEVE THRU RATED ASSEMBLY,
<br />TRANSITION PVC PIPE TO STEEL PIPE THRU SLEEVE, FIRE CAULK SPACE
<br />BETWEEN SLEEVE AND WALL AND STEEL PIPE AND SLEEVE.
<br />20. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR
<br />TO PROVIDE ALL ADDITIONAL MAIN AND INTERMEDIATE STEEL REQUIRED FOR
<br />THE ACCEPTABLE SUPPORT OF EQUIPMENT AND ASSOCIATED PIPING SYSTEMS.
<br />21. CONTRACTOR TO VISIT THE SITE PRIOR TO BIDING.
<br />22. ALL PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED.
<br />23. ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE.
<br />24. COORDINATE ALL PLUMBING CONNECTIONS (HOT, COLD WATER AND SANITARY
<br />/SEWER) WITH ALL KITCHEN EQUIPMENT, FIELD VERIFY CONNECTIONS AND SIZES.
<br />25. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE
<br />CODES WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED
<br />SUPPORT SYSTEMS.
<br />26. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS,
<br />TRANSFORMERS, ETC) PRIOR TO ANY INSTALLATION. DO NOT
<br />ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY
<br />CIRCUMSTANCES.
<br />27. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL
<br />CONTRCTOR TO PROVIDE ALL ADDITIONAL MAIN AND INTERMEDIATE
<br />STEEL REQUIRED FOR THE ACCEPTABLE SUPPORT OF EQUIPMENT
<br />AND ASSOCIATED PIPING SYSTEMS.
<br />29. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE
<br />BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS,
<br />SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT
<br />WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF PROPOSAL WILL
<br />INDICATE THAT SUCH EXAMINATION BY THE CONTRACTOR HAS BEEN MADE.
<br />LATER CLAIMS FOR LABOR EQUIPMENT OR MATERIALS REQUIRED BECAUSE
<br />OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED.
<br />30. UNFORESEEN CONDITIONS MAY EXIST AND NEW WORK MAY NOT BE FIELD
<br />LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER
<br />TRADES IN ROUTING AND/OR BURIAL DEPTHS AS DETERMINED DURING
<br />CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE
<br />NECESSARY. IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED
<br />AS PART OF THIS CONTRACT. FIELD VERIFY ALL CONDITIONS AND NOTIFY
<br />THE ARCHIETCT/ENGINEER WITH ANY DEVIATIONS.
<br />31. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE
<br />FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS,
<br />VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER
<br />FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS.
<br />32. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR
<br />MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF
<br />250 POUNDS ON THE FRONT OF THE FIXTURE.
<br />33. FURNISH AND INSTALL HOSE BIBS AND/OR WALL HYDRANTS 24"
<br />ABOVE FINISHED GRADE/FLOOR, PROVIDE VACUUM BREAKER AND
<br />ISOLATION/SHUTOFF VALVE FOR EACH.
<br />34. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS AND PIPING
<br />MATERIALS OF SEWER TO WHICH NEW SEWER LINES ARE TO BE
<br />CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE.
<br />35. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS
<br />OF DISSIMILAR METALS.
<br />36. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO
<br />SPECIAL EQUIPMENT ACCORDING TO MANUFACTURERS SHOP
<br />DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL
<br />BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY
<br />CODE.
<br />37. PROVIDE 1/2"CW SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY
<br />TO REFRIGERATORS WITH ICE MAKERS AT HIGHT REQUIRED BY
<br />MANUFACTURER OF EQUIPMENT INSTALLED OF AS INDICATED ON
<br />PLANS. INSTALL FILTERS FURNISHED BY OWNER ON ICE MACHINE.
<br />38. PROVIDE 3/4" HW SUPPLY LINE TO DISH WASHER FROM WATER
<br />HEATER DIRECTLY, PROVIDE WITH BACKFLOW PREVENTER,
<br />FIELD VERIFY.
<br />39. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE
<br />PLACED ON THE INTERIOR SIDE OF THE WALL, SO THAT WALL
<br />INFLATION CAN BE PLACED ON THE EXTERIOR SIDE OF THE PIPING.
<br />40. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON MAINS
<br />AND/OR BRANCH LINE SERVING FIXTURES AND/OR EQUIPMENT.
<br />WHEN THE PRESSURE IN THE LINE EXCEEDS 72 P.S.I. IT IS
<br />RECOMMENDED THAT A VELOCITY BETWEEN 5 AND 8 FEET PER
<br />SECOND BE MAINTAINED.
<br />41. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH
<br />GENERAL CONTRACTOR AND/OR STRUCTURAL ENGINEER TO DROP
<br />OF BRIDGE FOOTINGS AS REQUIRED TO CLEAR PLUMING SERVICES
<br />WHERE ABSOLUTELY NECESSARY. ALL PENETRATING A BEARING
<br />WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED
<br />BY STRUCTURAL BY STRUCTURAL ENGINEER.
<br />42. ALL EXPOSED PIPE, FITTINGS AND VALVES IN FINISHED AREAS
<br />SHALL BE CHROME PLATED. ALL PENETRATIONS THRU FINISHED
<br />WALLS SHALL HAVE CHROME PLATED BRASS ESCUTCHEON PLATES.
<br />PLUMBING FIXTURE SCHEDULES:
<br />WC-1 WATER CLOSET "AMERICAN STANDARD" OR EQUAL, FLOOR MOUNTED 2234.015
<br />MADERA ELONGATED, VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION
<br />TOILET WITH "BEMIS" NO. 1955-SS/C OPEN FRONT SEAT
<br />LESS COVER. PROVIDE ANGLE STOP AND SUPPLY.
<br />SLOAN ROYAL # 111 OR EQUAL, TOP SPUD FLASH VALVE, 1.6 GPF.
<br />WC-2 WATER CLOSET "AMERICAN STANDARD" OR EQUAL, FLOOR MOUNTED 3043.102
<br />MADERA ELONGATED, VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION
<br />TOILET WITH "BEMIS" NO. 1955-SS/C OPEN FRONT SEAT
<br />LESS COVER. PROVIDE ANGLE STOP AND SUPPLY.
<br />SLOAN ROYAL # 111, TOP SPUD FLASH VALVE, 1.6 GPF
<br />MOUNTING HEIGHT PER ADA.
<br />L-1 LAVATORY. EQUAL TO "KOHLER" BOLERO OVAL LAVATORY MODEL 2611-5
<br />SELF -RIMMING, FRONT OVERFLOW, WITH KOHLER FAIRFAX FAUCET
<br />MODEL K12182 ON AVONITE COUNTER BY OWNER WITH GRID
<br />STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT
<br />PLUG, SUPPLIES & LOOSE KEY STOPS.
<br />L-2 HANDICAPPED LAVATORY EQUAL TO "AMERICAN STANDARD LUCERNE" WALL HUNG
<br />VITREOUS CHINA LAVATORY MODEL 0321.075 PROVIDE COMPLETE
<br />WITH "AMERICAN STANDARD" 2000.101 CERAMIX FAUCET"
<br />GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT
<br />PLUG, SUPPLIES & LOOSE KEY STOPS. INSULATE ALL EXPOSED PIPING PER
<br />ADA MOUNT AT A.D.A APPROVED HEIGHT.
<br />UR-1 URINAL "AMERICAN STANDARD " MODEL 6501.01
<br />TOP SPUD FLUSH VALVE EQUAL TO SLOAN ROYAL 186-1 1.0 GPF
<br />UR-2 HANDICAPPED URINAL EQUAL TO "AMERICAN STANDARD " MODEL 6501.01
<br />TOP SPUD FLUSH VALVE EQUAL TO SLOAN ROYAL 186-1 1.0 GPF
<br />MS-1 MOP SINK, FLOOR RECCED WITH MODEL 830-AA FIAT FAUCET AND
<br />832-AA HOSE AND BRACKET WITH VACUMME BREAKER.
<br />HB-1 HOSE BIBB, EQUAL TO WOOD FORD 3/4" WALL MOUNTED EQUIPPED
<br />WITH VACUMME BREAKER.
<br />FD-1 FLOOR DRAIN: EQUAL RO "ZURN" ZN-415 WITH SQAURE YYPE N STRAINER.
<br />INDICATED ON DRAWINGS. EACH FLOOR DRAIN TRAP SEAL SHALL
<br />BE PROTECTED BY AN APPROVED TRAP PRIMER LOCATED AT THE
<br />CLOSEST FREQUENTLY USED FIXTURE. INSTALL FOR POSITIVE
<br />DRAINAGE OF FLOOR.
<br />FS-1 FLOOR SINK, "ZURN" ZN-1910-23, 8"X8", WITH 1/2 GRATE
<br />AND ALUMINUM BUCKET
<br />GWH-1 TANKLESS EXTERIER TYPE GAS WATER HEATER, RINNAI MODEL 2532 WC MODEL
<br />OR EQUAL, 120,000 BTUH INPUT, COMMERCIAL GRADE ABOVE GRAND.
<br />MV-1 THERMOSTATIC MIXING VALVE, EQUAL TO SYMMONS MODEL S-400
<br />WITH 1" INLET AND 1 1/4" OUTLET.
<br />TD-1 TRANCH DRAIN, SEE PLAN FOR LENGTH'S. 6" WIDE SHALLOW, ZURN MODEL Z883
<br />OR EQUAL.
<br />GT-1 1250 GALS. GREASE TRAP EQUAL TO BROOKS MODEL GI-1250, CONCRETE DESIGN
<br />5000 PSI, MIN. 250 POUNDS TRAFFIC LID, ALL INSTALLATION TO MEET PDI G101
<br />AND MANUFACTURER'S RECOMMENDATIONS AND FLORIDA PLUMBING CODES.
<br />HD-1 HUB DRAIN, "ZURN" Z328" 4" DURA COATED CAST IRON.
<br />FCO FLOOR CLEANOUT "ZURN" MODEL Z-1444 WITH SQUARE ACCESS COVER
<br />WCO WALL CLEANOUT "ZURN" MODEL Z-1441 WITH SMOOTH ACCESS COVER
<br />S.A. PROVIDE AND INSTALL WATER HAMMER ARRESTOR "ZURN" MODEL Z-1700
<br />SIZED AS REQUIRED BY THE TABLE BELOW. INSTALL PER MANUFACTURER'S
<br />RECOMMENDATIONS IN LOCATIONS AS RECOMMENDED BY P.D.I. STANDARDS.
<br />P.D.I. UNITS
<br />A
<br />B
<br />C
<br />D
<br />E
<br />FIXTURE UNITS
<br />1-11
<br />12-32
<br />33-60
<br />61-113
<br />114-154
<br />PVC WASTE UNE--/
<br />LENGTH TO SUIT
<br />BRASS CLEANOUT PLUG
<br />W/COUNTERSUNK HEAD
<br />NISHED GRADE
<br />16" SQUARE CONCRETE PAD
<br />TROWEL SMOOTH AND EDGE
<br />TWO WAY CLEANOUT R&G SLOAN PVC
<br />SIDEWALK
<br />WASTE LINE
<br />2-WAY CLEANOUT DETAIL (COTG
<br />NTS
<br />U�AVY-DUTY
<br />CURED COVER
<br />�SKETED ABS
<br />EANOUT PLUG
<br />ARE DEEP ACCESS
<br />IRFACE OFGRADE
<br />USER
<br />SIZE PER PLAN
<br />SLOPE 1,/8" PER
<br />FOOT MINNIMUM
<br />TYPICAL CLEANOUT DETAIL
<br />NTS
<br />W
<br />>
<br />LOLOo
<br />0
<br />LO
<br />•
<br />01 0
<br />10
<br />-4-
<br />C)
<br />C)01
<br />t\
<br />"T
<br />C a
<br />O
<br />O
<br />S
<br />C
<br />C30-
<br />0
<br />��■
<br />a) 00
<br />C C*"O
<br />M
<br />a -a
<br />o
<br />4-
<br />C .0
<br />O
<br />0
<br />c
<br />L 0
<br />LO
<br />m
<br />IvCu
<br />U�CL
<br />J �
<br />W ^SOD
<br />-�rmoirVi�
<br />JA'r'atOi10 mC�
<br />'R �W�
<br />Zzwa-u�Wo
<br />0N�JOZ�I
<br />WU�LfL-a:
<br />© copyright
<br />CV
<br />'IT
<br />LO
<br />CM
<br />i C'7
<br />0 0
<br />> _0
<br />a)
<br />L
<br />O O
<br />-0
<br />�i
<br />0 s
<br />O -c
<br />�O Q.
<br />�O N
<br />revisions:
<br />L�
<br />L�
<br />0
<br />drawn:
<br />GC
<br />checked:
<br />HD
<br />date:
<br />03-21-08
<br />prof. no:
<br />P07-15B
<br />,t;,.
<br />
|