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PLUMBING GENERAL NOTES MAXIMUM EXISTING INVERT ELEVATION = 97.82' (BASED ON FINISH FLOOR ELEVATION OF 100.00' AND TOTAL DEVELOPED LENGTH OF 85'-0" AT 1/8" PER FOOT SLOPE). SEE CIVIL DRAWINGS FOR EXACT INVERT T AND CONTINUATION. -- 4" EXISTING CLEAN OUT �- TO REMAIN AS IS POINT OF CONNECTION O i TO EXISTING 4" SANITARY. (STUBBED UP IN THE AREA OF SLAB LEAVE OUT AND CAPPED 24" ABOVE GRADE) 1 2„ a EXISTING CW CONNECTION IN ADJACENT SPACE TO REMAIN AS IS NEW FLOOR CLEAN OUT (FCO) TO BE INSTALLED IN LOCATION OF EXISTING SANITARY STUB UP. UNUSED PORTION OF ABOVE GROUND STUB UP TO BE REMOVED. 3" VTR 1 i ✓. WC-1 i wco WC- i 14 t� EXISTING - `14 4" LINE �Q � 3 Sanitary & Vent Riser SCALE: NTS NEW TENANT SUB METER TO BE PROVIDED BY LANDLORD AND INSTALLED BY LANDLORD'S GC \ C WC-1 r� I WC- L 1 c EXISTING 1" LINE & VALVE 2 Domestic Water Riser SCALE: NTS I WC-1 \ L-1 1 " n WC1-a i EXISTING 2" LINE NEW 4" SANITARY LINE POINT OF CONNECTION TO EXISTING 1"CW LINE (VALVED AND CAPPED ABOVE CEILING). EXISTING 3/4" CW LINE TO REMAIN AS IS EXISTING VALVE TO REMAIN AS IS L..� EXISTING HOSE BIBB TO REMAIN AS IS I f ITD 1 Plumbing Floor Plan Z Scale:1/8"=l'-0" 2" 1 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2O08 SUPPLEMENT. 2. ALL SANITARY PIPING 2-1/2" OR LESS SHALL HAVE A 114" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS 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 SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. B. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN 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 TEE IN A VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 10. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007 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" MINIMUM CLEARANCE. 12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 13. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 45° FITTINGS. 14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. 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 EXTERIOR SIDE OF THE PIPE. 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. 18. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE ASTM 688 11o' TYPE L WITH WROUGHT -COPPER ANSI B16.22 OR CAST BRASS ANSI B16.18 PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MG-L) FOR 24 HOURS, FLUSH LINES CLEAN AFTER COMPLETION. 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 FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. 20, PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL RUNS FOR SANITARY AND STORM PIPING. 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 23. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 24. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. 25. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 26. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 28. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 29. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 30. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECTIENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 31. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 32. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADEISLAB. 33. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. 34. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 35. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY SYSTEM. 36. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 37. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH ITECTIENGI NEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 38. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED, ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 39. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 40. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 41, DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 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 AIR INTAKE. EXTEND VTR 12" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR 2' ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR BUILDING OPENINGS. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF VTR LOCATION. VERIFY FLASHING AND COUNTERFLASHING AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR. FIXTURE SPECIFICATIONS PIPE SIZE TAG FIXTURE MANUFACTURER MODEL # DESCRIPTION CW HW SAN VENT WATER CLOSET ADA COMPLIANT PRESSURE ASSISTED WATER CLOSET. VITREOUS CHINA 2-PIECE CONSTRUCTION. PROVIDE WC-1 PRESSURE ASSISTED AMERICAN STANDARD 2377.100 1/2" - 4" 2" WITH MANUFACTURERS RECOMMENDED ANGLE SUPPLY STOPS AND SUPPLY TUBING AND INSTALLATION FLUSH TANK MATERIALS. PROVIDE WITH ANTIMICROBIAL OPEN FRONT COVERLESS SEAT. (ADA) LAVATORY ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. PROVIDE ANGLE SUPPLIES, P-TRAP, PIPING INSULATION L 1 WALL HUNG AMERICAN STANDARD 0355.012 1/2" - 2" 1-1/2" WRAP, DRAIN GRID AND INSTALLATION MATERIALS. INSTALL AS REQUIRED TO MEET ADA GUIDELINES. PROVIDE FAUCET 7402.00 WITH WRIST BLADE HANDLES. INSTALL USING MANUFACTURERS RECOMMENDATIONS. ELECTRIC WATER ELKAY BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER. COORDINATE POWER OUTLET LOCATION WITH WC-1 COOLER HI-LO EZSTL8C 1/2" - 2" 1-1/2" ELECTRICAL CONTRACTOR FOR ELECTRICAL CORD WITH 3-PRONG PLUG. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING HEIGHTS. WCO WALL CLEANOUT ZURN Z1446 - WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. FCO FLOOR CLEANOUT ZURN Z1400 - FLOOR CLEANOUT WITH ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. 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 PIPING AT HANDICAP DESIGNATED LAVATORIES. PIPING MATERIAL SCHEDULE INSULATION SERVICE SIZE MATERIAL SCHEDULE/TYPE REMARKS TYPE THICKNESS COLD WATER ALL COPPER TYPE L FG 1" SEE NOTE 2 SANITARY ALL C.I.OR PVC SERVICE WEIGHT NONE - NO HUB VENT ALL C.I.OR PVC SCH. 40 NONE - SEE NOTE 1 NOTES 1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. 2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH 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. 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): WHITE, KRAFT-PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURERS; A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING CLEANOUT AND ACCESS - COVER. TOP OF COVER TO BE FLUSH W/TOP OF FLOOR MAY EXTEND) WASTE OR VEI FOR WALL CONST. REF. ARCH. DWGS. CLEANOUT TE WASTE LINE LENGTH TO SUIT -' FLOOR LINE 1/8" C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE 4 Floor Cleanout Detail SCALE: NONE WYE FITTING FLOW 5 Wall Cleanout Detail SCALE: NONE CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER 1/8" BEND AND END OF LINE CLEANOUT WASTE LINE, IF APPLICABLE WATER HAMMER ARRESTOR SCHEDULE INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL = HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO 1" I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 3l4" SUPPLY AND P.D.I. SIZE "A" FOR 1/2" SUPPLY. * P.D.I. SIZE CONNECTION SIZE A (1-11 F.U.) 1/2" B (12-32 F.U.) 3/4" C (33-60 F.U.) 1" P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201 SYMBOLS AND ABBREVIATIONS DESCRIPTION ABBR. SYMBOL SANITARY PIPE ABOVE GRADE SAN SANITARY PIPE BELOW GRADE SAN VENT PIPE V ------------ COLD WATER PIPE CW - HOT WATER PIPE HW - - STORM ABOVE GRADE ST STORM BELOW GRADE ST - STORM OVERFLOW STO ROOF DRAIN RD { O ) FLOOR CLEANOUT CO ______0 EXTERIOR CLEANOUT ECO WALL CLEANOUT WCO I HOSE BIBB HB C VENT THRU ROOF VTR 111 L DIRECTION OF FLOW SHUT OFF VALVE CAP C TEE UP 0 TEE DOWN - ELBOW UP 0 ELBOW DOWN C REVISION REFERENCE Al TYPICAL TYP POINT OF NEW CONNECTION e *SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT DRAWING INDEX SHEET TITLE P101 Plumbing General Information, Floor Plan & Risers O U $000-I '24 ^^�L/ U • U Uw U Cn 0 E E Nm C� 0 J m m (D< Ua CU 0 U_ - �� //�-5 vJmJ J J CU z �0_ 0 LY N C14 �1-N 0 a o ' C2 Z on o1 v 00 N M p a� w . -o "D 0 s� �w ¢o 0 , CV bra 3 L I..I_ L _0 LL O co E L C6 L �N V w EJ P w w x on O r C7 N H O N Z �--- LU W W L,_O o w 0 U p 10 1