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NJ
<br />EXISTING 4"
<br />SANITARY LINE
<br />Plumbing Floor Plan
<br />EXISTING CLEAN
<br />OUT TO REMAIN
<br />EXISTING HOSE
<br />BIBB TO REMAIN
<br />�J;
<br />3" VTR. CONNECT TO
<br />i EXISTING VTR IF POSSIBLE.
<br />CONTRACTOR TO VERIFY
<br />L\
<br />IN FIELD EXACT LOCATION
<br />POINT OF
<br />WCO i WG1 i LAV-1fiE
<br />NNECTION
<br />STING 4"
<br />\ NITARY LINE
<br />EWC-1 \ I N
<br />NEW 4" SANITARY--/
<br />LINE (TYP FOR ALL
<br />NEW "HORIZ." LINES)
<br />EXISTING FLOOR
<br />CLEAN OUT
<br />2 Sanitary & Vent Riser
<br />SCALE: 1/4"=1'-0"
<br />POINT OF
<br />CONNECTION
<br />EXISTING �WC-1
<br />LINE & VALVE
<br />NEW TENANT SUB METER TO EWG1 �,k\l
<br />BE FURNISHED BY LANDLORD & "\
<br />rc
<br />INSTALLED BY LANDLORD'S GC
<br />3 Domestic Water Riser
<br />SCALE: 1 /4"=V-0"
<br />PLUMBING GENERAL NOTES
<br />1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2O09
<br />SUPPLEMENT.
<br />2. ALL SANITARY PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS
<br />OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR
<br />LARGER SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED.
<br />3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS.
<br />4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY
<br />FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS: JOSAM,
<br />WATTS AND SIOUX CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED.
<br />5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS.
<br />6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING.
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES.
<br />8. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN
<br />THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY
<br />TEE IN A VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION.
<br />9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES.
<br />10. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION.
<br />11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007
<br />PLUMBING WITH 2O09 SUPPLEMENT, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE
<br />MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE.
<br />12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE.
<br />13. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA
<br />DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 450 FITTINGS.
<br />14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH
<br />ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED.
<br />15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND
<br />LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION.
<br />16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE
<br />EXTERIOR SIDE OF THE PIPE.
<br />17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS.
<br />18. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI 1316.22), OR CAST BRASS (ANSI 1316.18)
<br />PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE
<br />SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION.
<br />19. SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS
<br />FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS.
<br />20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF
<br />HORIZONTAL RUNS FOR SANITARY AND STORM PIPING.
<br />21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
<br />CLEANOUT AND ACCESS COVER. TOP OF
<br />COVER TO BE FLUSH WITOP OF FLOOR
<br />BALANCE OF PIPING SAME
<br />AS CLEANOUT TO GRADE
<br />4 Floor Cleanout Detail
<br />SCALE: NONE
<br />1 FLOOR LINE
<br />1/8" C.I. BEND
<br />MAY EXTEND AS CLEANOUT PLUG
<br />WASTE OR VENT
<br />COUNTERSUNK
<br />FOR WALL CONST. - - SCREW
<br />REF. ARCH. DWGS.
<br />POLISHED S.S.
<br />CLEANOUT TEE I ACCESS COVER
<br />Y
<br />1/8" BEND AND END
<br />WASTE LINE OF LINE CLEANOUT
<br />LENGTH TO SUIT
<br />WASTE LINE, IF
<br />WYE FITTING APPLICABLE
<br />FLOW
<br />5 Wall Cleanout Detail
<br />SCALE: NONE
<br />6 Field Verification Notes
<br />1. CONTRACTOR SHALL VISIT SITE TO VERIFY ALL EXISTING IN FIELD CONDITIONS
<br />PRIOR TO SUBMITTING BIDS.
<br />2. CONTRACTOR SHALL VERIFY EXACT SIZE, LOCATION, INVERT, AND DIRECTION OF
<br />FLOW OF EXISTING SANITARY LINES.
<br />3. CONTRACTOR SHALL VERIFY THAT EXISTING SANITARY INVERT IS ADEQUATE FOR
<br />1/8" SLOPE TO FURTHEST FIXTURE.
<br />4. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF EXISTING WATER LINES.
<br />5. CONTRACTOR SHALL VERIFY THAT EXISTING WATER SYSTEM HAS THE CAPACITY
<br />TO SERVICE THE NEW FIXTURES W/ ADEQUATE FLOW AND PRESSURE.
<br />23. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE
<br />5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES.
<br />24. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS.
<br />25. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS.
<br />26. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION.
<br />28. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS.
<br />29. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL
<br />CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE.
<br />30. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO
<br />THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT.
<br />31. PROVIDE REDUCED -PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE.
<br />32. ALL BELOW GRADEISLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING
<br />ABOVE GRADEISLAB.
<br />33. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS.
<br />34. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE
<br />EXCEEDS 80 P.S.I.
<br />35. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE
<br />INTO SANITARY SYSTEM.
<br />36. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES.
<br />37. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS
<br />AND/OR PROVIDE EXPLANATION IN WRITING.
<br />38. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED
<br />OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE
<br />CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS
<br />FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS.
<br />39. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT
<br />SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE
<br />USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT
<br />SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED
<br />FROM HIS PROPOSAL.
<br />40. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN
<br />DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS.
<br />41. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING
<br />SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY
<br />STRUCTURAL ENGINEER.
<br />42. REFER TO PLANS FOR VENT THRU ROOF (VTR) PIPE SIZES AND LOCATIONS. LOCATE VTR A MIN. 10' HORIZONTAL FROM ANY BUILDING OPENING OR FRESH
<br />AIR INTAKE. EXTEND VTR 12" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR 2' ABOVE ADJACENT TOP OF FRESH AIR INTAKE
<br />OR BUILDING OPENINGS, PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF VTR LOCATION.
<br />VERIFY FLASHING AND COUNTERFLASHING AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR.
<br />FIXTURE SPECIFICATIONS
<br />TAG
<br />FIXTURE
<br />MANUFACTURER
<br />MODEL #
<br />PIPE SIZE
<br />DESCRIPTION
<br />CW
<br />HW
<br />SAN
<br />VENT
<br />WC-1
<br />WATER CLOSET
<br />PRESSURE ASSISTED
<br />FLUSH TANK
<br />(ADA)
<br />AMERICAN STANDARD
<br />2377.100
<br />1/2"
<br />-
<br />4"
<br />2"
<br />ADA COMPLIANT PRESSURE ASSISTED WATER CLOSET. VITREOUS CHINA 2-PIECE CONSTRUCTION. PROVIDE
<br />WITH MANUFACTURERS RECOMMENDED ANGLE SUPPLY STOPS AND SUPPLY TUBING AND INSTALLATION
<br />MATERIALS. PROVIDE WITH ANTIMICROBIAL OPEN FRONT COVERLESS SEAT.
<br />LAV-1
<br />LAVATORY
<br />WALL HUNG
<br />AMERICAN STANDARD
<br />0355.012
<br />1/2"
<br />1/2"
<br />2"
<br />1-1/2"
<br />ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. PROVIDE ANGLE SUPPLIES, P-TRAP, PIPING INSULATION
<br />WRAP, DRAIN GRID AND INSTALLATION MATERIALS. INSTALL AS REQUIRED TO MEET ADA GUIDELINES. PROVIDE
<br />FAUCET 7402.00 WITH WRIST BLADE HANDLES. INSTALL USING MANUFACTURERS RECOMMENDATIONS.
<br />EWC-1
<br />ELECTRIC WATER
<br />COOLER
<br />ELKAY
<br />HI-LO
<br />EZSTL8C
<br />1/2"
<br />-
<br />2"
<br />1-1/2"
<br />BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER. COORDINATE POWER OUTLET LOCATION WITH
<br />ELECTRICAL CONTRACTOR FOR ELECTRICAL CORD WITH 3-PRONG PLUG. INSTALL PER MANUFACTURERS
<br />RECOMMENDATIONS. REFER TO ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING HEIGHTS.
<br />WCO
<br />WALL CLEANOUT
<br />ZURN
<br />Z1446
<br />-
<br />-
<br />-
<br />-
<br />WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION.
<br />FCO
<br />FLOOR CLEANOUT
<br />ZURN
<br />Z1400
<br />-
<br />-
<br />-
<br />-
<br />FLOOR CLEANOUT WITH ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION.
<br />NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS OF ALL PLUMBING FIXTURES. PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P-TRAP WASTE
<br />PIPING AT HANDICAP DESIGNATED LAVATORIES.
<br />Symbols & Abbreviations
<br />DESCRIPTION
<br />ABBR.
<br />SYMBOL
<br />EXISTING SANITARY
<br />SAN (E)
<br />NEW SANITARY
<br />SAN (N)
<br />EXISTING VENT
<br />V (E)
<br />NEW VENT
<br />V (N)
<br />------------
<br />EXISTING COLD WATER
<br />CW (E)
<br />NEW COLD WATER
<br />CW (N)
<br />NEW HOT WATER
<br />HW (N)
<br />- -
<br />FLOOR CLEANOUT
<br />FCO
<br />- -�
<br />EXTERIOR CLEANOUT
<br />ECO
<br />- $ -
<br />WALL CLEANOUT
<br />WCO
<br />I�--
<br />HOSE BIBB
<br />HB
<br />i1C -
<br />VENT THRU ROOF
<br />VTR
<br />DIRECTION OF FLOW
<br />-►
<br />SHUT OFF VALVE
<br />XN
<br />CAP
<br />C -
<br />TEE UP
<br />TEE DOWN
<br />ELBOW UP
<br />O- -
<br />ELBOW DOWN
<br />C -
<br />REVISION REFERENCE
<br />CONNECT TO EXISTING
<br />e
<br />EXISTING
<br />(E)
<br />TYPICAL
<br />TYP
<br />*SOME SYMBOLS SHOWN MAY
<br />NOT PERTAIN TO THIS PROJECT
<br />PIPING MATERIAL SCHEDULE
<br />INSULATION
<br />SERVICE
<br />SIZE
<br />MATERIAL
<br />SCHEDULE/TYPE
<br />REMARKS
<br />TYPE
<br />THICKNESS
<br />COLD WATER
<br />ALL
<br />COPPER
<br />TYPE L
<br />FG
<br />1"
<br />SEE NOTE 2
<br />SANITARY
<br />ALL
<br />C.I.OR PVC
<br />NOTE 3
<br />NONE
<br />-
<br />NO HUB
<br />VENT
<br />ALL
<br />C.I.OR PVC
<br />SCH. 40
<br />NONE
<br />-
<br />SEE NOTE 1
<br />NOTES
<br />1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB.
<br />2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH
<br />FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE.
<br />THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ):
<br />WHITE, KRAFT-PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A.
<br />CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING
<br />3. FOR PVC ONLY SCHEDULE 40 DWV. FOAM CORE PVC NOT ALLOWED.
<br />WATER HAMMER ARRESTOR
<br />SCHEDULE
<br />INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY
<br />FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL
<br />4 = HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE
<br />UP TO I" I.E. PROVIDE P.D.I. SIZE "C" FOR V OR LARGER
<br />WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 314"
<br />SUPPLY AND P.D.I. SIZE "A" FOR 1/2" SUPPLY.
<br />* P.D.I. SIZE
<br />CONNECTION SIZE
<br />A (1-11 F.U.)
<br />1/2"
<br />B (12-32 F.U.)
<br />3/4"
<br />C (33-60 F.U.)
<br />1"
<br />P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201
<br />GENERAL NOTES
<br />COORDINATE ALL UTILITY WORK WITH THE DWGS FOR THE EXISTING
<br />SHELL BUILDING AND SITE. CONTACT THE OWNER DIRECTLY TO
<br />REQUEST EXISTING DWGS PRIOR TO SUBMITTING BIDS.
<br />THE SCOPE OF WORK FOR THIS PROJECT DOES NOT INCLUDE ANY
<br />WORK RELATED TO GREASE, GAS, OR STORM.
<br />DRAWING INDEX
<br />SHEET
<br />TITLE
<br />P101
<br />PLUMBING PLAN & GENERAL INFORMATION
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