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fiR QC 0.9� C-1 / C-2 ! - C-3 ;-- - - C-4.6 C-4.7 - - C-4 9 C-5 -- - - C-C.1 ! GC ) (\ 8.8 % t G-B.7 l C-Fi.6) c-�.5) c;-n.3) c-n.z-� REAR LEFT tzT\ RIGHT 1 Plumbing Floor Plan NScale 1/8'=l'-0' FRONT PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2004- PLUMBING. 2. ALL SANITARY PIPING SHALL HAVE A 118" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING 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. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 5. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 6. 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. 7. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 8. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 9. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES WITH LESS THAN 8' MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8' MINIMUM CLEARANCE. 10. 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 450 FITTINGS. 11. 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. 12. 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. 13. 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. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. 14. SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. 15. 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) PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH Ci ILORINE SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 16. SOIL, WASTE AND VENT PIPING SHALL BE PVC. PROVIDE CAST IRON PIPE AND FITTINGS FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. PROVIDE PVC PIPING: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. 17. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK INCLUDING BACK, AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 75 FOOT INTERVALS OF HORIZONTAL RUNS. 18. 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. 19. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADEIFLOOR AND PROVIDE VACUUM BREAKERS. 20. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 21. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 22. ALL VENTS THRU ROOF SHALL BE A MINIMUM OF 10'-0' FROM ANY AIR INTAKE. 23. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 24. 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. 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 26. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 27. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADEISLAB. 28. 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. 29. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 30. 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 ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 31. 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. 32. 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. 33. 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. 34. 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. FIXTURE SPECIFICATIONS PIPE SIZE FIXTURE MANUFACTURER MODEL # DESCRIPTION CW HW SAN VENT EXTERIOR CLEANOUT ZURN Z-1400-HD - - _ _ HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING. SEE PLANS FOR PIPE SIZE CONNECTION. FREEZE PROOF ENCLOSED WALL ANTI -SIPHON WALL HYDRANT COMPLETE COMPLETE WITH BRONZE CASING, WALL HYDRANT WOODFORD B65 3/4' - _ _ VACUUM BREAKER, ALL BRONZE INTERIOR PARTS AND NON TURNING OPERATING ROD WITH FREE FLOATING COMPRESSION CLOSURE VALVE. WATER BOX DOOR SHALL BE BRASS CASTING WITH CHROME FINISH AND EXTERIOR CLEANOUT ZURN Z-1400-HD - _ _ _ HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING. SEE PLANS FOR PIPE SIZE CONNECTION. FLOOR DRAIN JOSAM 32100 - - - - WITH GRATE 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 SERVICE SIZE MATERIAL SCHEDULE/TYPE INSULATION REMARKS TYPE THICKNESS :OLD WATER ALL COPPER TYPE L FG 1" ALL SERVICE JACKETS BELOW GRADE ALL C.I.OR PVC SERVICE WEIGHT NONE - NO HUB ABOVE GRADE ALL C.I.OR PVC SERVICE WEIGHT FG 1" NO HUB S B E C , BRONZE CLEANOUT PLUG W/COUNTER SUNK HEAD FINISHED GRADE 16' SQUARE CONCRETE PAD PVC WASTE LINE LENGTH TO SUIT TWO WAY CLEANOUT R&G SLOAN PVC PART NO.3724 WASTE LINE -7 1 Exterior Cleanout Detail (ECO) Scale: None SYMBOLS AND ABBREVIATIONS IPTION ABBR. SYMBOL ABOVE GRADE SAN BELOW GRADE SAN PIPE r V ------------ TER PIPE CWER PIPE HW FLOOR CLEANOUT CO -0 EXTERIOR CLEANOUT ECO WALL CLEANOUT WCO HOSE BIBB HB -i iC VENT THRU ROOF VTR J iI L I DIRECTION OF FLOW SHUT OFF VALVE CAP C TEE UP TEE DOWN ELBOW UP 0 ELBOW DOWN C REVISION REFERENCE Q TYPICAL TYP 'SOME SYMBOLS SHOWN MAY NOT PRETAIN TO THIS PROJECT DRAWING INDEX SHEET TITLE P001 Plumbing Floor Plan, Notes, Schedules & Details �V [ �Kossik Rd _-5�71IIIIn U W C 0 Q- 0 r� V ICU c C0 VJM CD WSJ U LU cc E 2 ce u- z > w �MI-Ui J U V/ O E E 0 U �-O M N� iQ Cn l� c Ucy)�£0 N U CL CO)mYNa n. ui .CU 0 06 U U) Ww ♦--0 0 z w cU L 0 _O L.L J E H H _ w w x co ui A W w M O Y o u: CO ,,mom. a i w 0