Laserfiche WebLink
' <br />3" VTR II <br />.'I <br />I <br />I <br />I cn <br />I <br />I <br />I <br />a <br />� � I <br />' I <br />I <br />� N <br />�i <br />L-1 i I I <br />I <br />I <br />I CV <br />I <br />�Q <br />W <br />100, <br />REPLACE <br />EXISTING <br />STUB UP Sanitary & Vent Riser <br />WI FCO <br />SCALE: 1/4"=1'-0" <br />v <br />EXISTING <br />1 LINE & , \� <br />VALVE <br />1\ WGi Lip <br />WC-1 L-1 <br />�I <br />L-1 <br />2 Domestic Water Riser <br />SCALE: 1/4"=V-0" <br />EXISTING INVERT ELEVATION = EXISTING CW LINE BELOW <br />- 97.67' MAX (BASED ON FINISH GRADE TO REMAIN AS IS. <br />FLOOR ELEVATION OF 100.00' RE: CIVIL FOR CONTINUATION. <br />AND TOTAL DEVELOPED <br />EXISTING HOSE BIBS <br />LENGTH OF 100'-0" AT 1/8" PER TO REMAIN AS IS, <br />FOOT SLOPE). SEE CIVIL <br />DRAWINGS FOR EXACT INVERT <br />AND CONTINUATION OF LINE. <br />T 4 <br />EXISTING CLEAN OUT 4" <br />TO REMAIN I EXISTING 1"CW LINE <br />VALVED AND CAPPED. <br />- TO BE USED TO SERVE <br />NEW RESTROOMS. <br />T T 1� 1 �T <br />I <br />EXISTING 1" MAIN CW I [ EXISTING 1"CW LINES <br />LINE TO REMAIN AS IS. )s VALVED AND CAPPED. <br />TO REMAIN AS IS. <br />- - - - - - - - - - - - - - <br />EXISTING 1"CW LINES EXISTING 4" SANITARY LINE <br />EDGE OF EXISTING <br />VALVED AND CAPPED. STUB UP. REMOVE AND WCO SLAB LEAVE OUT <br />TO REMAIN AS IS. REPLACE WITH FCO. <br />I 1,2 <br />EXISTING 4" SANITARY LINE I P101 <br />STUB UP. CONNECT NEW <br />SANITARY LINE TO EXISTING I NEW 4" SANITARY LINE <br />SANITARY LINE AT THIS POINT. FROM THE EXISTING <br />REMOVE UNUSED PORTION OF I STUB UP TO THE NEW <br />EXISTING SANITARY LINE ABOVE RESTROOMS. <br />FLOOR SLAB. <br />I <br />I <br />I <br />I <br />\ I <br />I <br />I <br />I <br />c� <br />c�0 C=3X==Ih®ate® <br />EXISTING HOSE BIBB <br />TO REMAIN AS IS. <br />3 Plumbing Floor Plan <br />Z SCALE: 1/8"=1'-0" <br />PLUMBING GENERAL NOTES <br />1. <br />CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2O08 <br />23. <br />METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" <br />SUPPLEMENT. <br />FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. <br />2. <br />ALL SANITARY PIPING 2-112" OR LESS SHALL HAVE A 114" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS <br />24. <br />FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. <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 LARGER <br />SHALL HAVE A 1/8" PER. FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. <br />25. <br />SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. <br />3. <br />VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. <br />26. <br />CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. <br />4. <br />INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. <br />28. <br />CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. <br />INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX <br />CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. <br />29. <br />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 />5. <br />CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. <br />30. <br />CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECTIENGINEER FOR REVIEW PRIOR TO <br />6. <br />ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. <br />THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. <br />7. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. <br />31. <br />PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. <br />8. <br />CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE <br />32. <br />ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING <br />VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A <br />ABOVE GRADE/SLAB. <br />VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. <br />33. <br />CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. <br />9. <br />CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. <br />34. <br />PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS <br />10. <br />ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. <br />80 P.S.I. <br />11. <br />WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007 <br />35. <br />COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE <br />PLUMBING, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" <br />INTO SANITARY SYSTEM. <br />MINIMUM CLEARANCE. <br />36. <br />ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. <br />12. <br />ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. <br />37. <br />IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE <br />13. <br />THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT <br />ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR <br />UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 450 FITTINGS. <br />PROVIDE EXPLANATION IN WRITING. <br />14. <br />ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL <br />38. <br />PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR <br />FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. <br />SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR <br />SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO <br />15. <br />SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL <br />ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. <br />CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. <br />39. <br />THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT <br />16. <br />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 />SPECIFIED ON THE DRAWINGS. IF MORETHANONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANYONE OF THE MANUFACTURERS LISTED MAY BE USED <br />EXTERIOR SIDE OF THE PIPE. <br />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 />17. <br />SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. <br />FROM HIS PROPOSAL. <br />18. <br />COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI B16.18) <br />40. <br />THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN <br />PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE <br />DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. <br />SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. <br />41. <br />DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING <br />19. <br />SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR <br />SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY <br />SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. <br />STRUCTURAL ENGINEER. <br />20. <br />PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL <br />42. <br />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 />RUNS FOR SANITARY AND STORM PIPING. <br />AIR INTAKE. EXTEND VTR 12" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR Z ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR <br />BUILDING OPENINGS. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF VTR LOCATION. VERIFY <br />21. <br />PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. <br />FLASHING AND COUNTERFLASHING AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR. <br />SYMBOLS AND ABBREVIATIONS <br />DESCRIPTION <br />ABBR. <br />SYMBOL <br />SANITARY PIPE ABOVE GRADE <br />SAN <br />SANITARY PIPE BELOW GRADE <br />SAN <br />VENT PIPE <br />V <br />------------ <br />COLD WATER PIPE <br />CW <br />- <br />HOT WATER PIPE <br />HW <br />- - <br />STORM ABOVE GRADE <br />ST <br />STORM BELOW GRADE <br />ST <br />- <br />STORM OVERFLOW <br />STO <br />ROOF DRAIN <br />RD <br />(� ) <br />FLOOR CLEANOUT <br />CO <br />0 <br />EXTERIOR CLEANOUT <br />ECO <br />WALL CLEANOUT <br />WCO <br />I <br />HOSE BIBB <br />HB <br />I C <br />VENT THRU ROOF <br />VTR <br />J i L <br />DIRECTION OF FLOW <br />so <br />SHUT OFF VALVE <br />CAP <br />C <br />TEE UP <br />TEE DOWN <br />- <br />ELBOW UP <br />ELBOW DOWN <br />C <br />REVISION REFERENCE <br />TYPICAL <br />TYP <br />POINT OF NEW CONNECTION <br />e <br />*SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT <br />CLEANOUT AND ACCESS <br />COVER. TOP OF COVER TO <br />BE FLUSH W/TOP OF FLOOR <br />FLOOR LINE <br />1/8" C.I. BEND <br />BALANCE OF PIPING SAME <br />AS CLEANOUT TO GRADE <br />4 Floor Cleanout Detail <br />SCALE: NONE <br />FIXTURE SPECIFICATIONS <br />PIPE SIZE <br />TAG <br />FIXTURE <br />MANUFACTURER <br />I <br />MODEL # <br />I <br />DESCRIPTION <br />CW <br />HW <br />SAN <br />VENT <br />WATER CLOSET <br />ADA COMPLIANT PRESSURE ASSISTED WATER CLOSET. VITREOUS CHINA 2-PIECE CONSTRUCTION. PROVIDE <br />WC-1 <br />PRESSURE ASSISTED <br />AMERICAN STANDARD <br />2377.100 <br />1/2" <br />- <br />4" <br />2" <br />WITH MANUFACTURERS RECOMMENDED ANGLE SUPPLY STOPS AND SUPPLY TUBING AND INSTALLATION <br />FLUSH TANK <br />MATERIALS. PROVIDE WITH ANTIMICROBIAL OPEN FRONT COVERLESS SEAT. <br />(ADA) <br />LAVATORY <br />ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. PROVIDE ANGLE SUPPLIES, P-TRAP, PIPING INSULATION <br />L-1 <br />WALL HUNG <br />AMERICAN STANDARD <br />0355.012 <br />1/2" <br />- <br />2" <br />1-1/2" <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 />ELECTRIC WATER <br />ELKAY <br />BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER. COORDINATE POWER OUTLET LOCATION WITH <br />WC <br />COOLER <br />HI-LO <br />EZSTL8C <br />1/2" <br />- <br />2" <br />1-1/2" <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 />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 />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 />SERVICE WEIGHT <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 />N =T <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 LBICU. 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 MANUFACTURERS; A. <br />CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING <br />MAY EXTEND I <br />WASTE OR VEI <br />FOR WALL <br />CONST. REF. <br />ARCH. DWGS. <br />CLEANOUT TEI <br />WASTE LINE <br />LENGTH TO SUIT <br />WYE FITTING <br />FLOW <br />f <br />L)-- <br />5 Wall Cleanout Detail <br />SCALE: NONE <br />CLEANOUT PLUG <br />COUNTERSUNK <br />SCREW <br />POLISHED S.S. <br />ACCESS COVER <br />1/8" BEND AND END <br />OF LINE CLEANOUT <br />WASTE LINE, IF <br />APPLICABLE <br />WATER HAMMER ARRESTOR <br />SCHEDULE <br />INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY <br />FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL <br />= HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE <br />UP TO I" I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER <br />WATER SUPPLY TO FIXTURES, P.D,I. SIZE "B" FOR 3/4" <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 />DRAWING INDEX <br />SHEET <br />TITLE <br />P101 <br />Plumbing General Information, Floor Plan & <br />Risers <br />1 <br />0 <br />0 <br />0 <br />$:! <br />O <br />U <br />tt <br />M o <br />co <br />Uw <br />W <br />• � <br />o <br />>O <br />do <br />a <br />U <br />3 <br />Uv <br />� <br />CU <br />C <br />0 <br />Q <br />:3 <br />0 <br />w <br />IRS ZCO:. <br />cV J , <br />VQM <br />CM <br />p LL <br />w <br />Q <br />ESQ <br />z "iN� <br />w 1..Lt'MFa- <br />U <br />■ <br />cn <br />O <br />E <br />E <br />U <br />i <br />N <br />o <br />CD 0 <br />.�- m <br />cM a <br />0 p <br />Q� J <br />m <br />cu J U_: . <br />J <br />J <br />d <br />�[� <br />CU r -) IL <br />Uj <br />�1-N <br />a <br />L <br />I..L <br />otj <br />_cu <br />I- <br />_0 <br />LIL <br />0 <br />Ca <br />E <br />L <br />a <br />cu <br />CD <br />J E <br />w <br />w <br />co <br />Ir w <br />a <br />cli <br />Y o <br />co <br />LL it <br />�. LL <br />n <br />N <br />0 <br />.004 <br />CD <br />F- <br />LLJ <br />Cb <br />OI <br />LU <br />o <br />Q <br />u] <br />o <br />N <br />J <br />w <br />cr, <br />Q <br />� <br />O <br />Z <br />rn <br />o <br />I <br />p <br />w <br />LU <br />CDH <br />O <br />Z <br />Y <br />CN <br />CIJ <br />O <br />w <br />a <br />O <br />0 <br />U <br />F F- <br />I <br />I <br />