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10-323-017PLUMBING DEMOLITION FLOOR PLAN lrhw#�i�Nri�]\ Ilsl�4��4UETi TABLE 604.4 EFFECTIVE JULY 1 2008 ** PLUMBING FIXTURE GENERAL PLUMBING NOTES OR FIXTURE FITTING 1.6 GPF CYCLE LAVATORY ,PRIVATE i 14. INSULATE! ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAIN WITH 3/4" INCOAFLEX PIPE INSULATION OR EQUAL, FINISHED, WHERE EXPOSED, WITH 2 COATS OF WHITE LATEX PAINT AS PER MANUFACTURER'S INSTRUCTION. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,AND ALL APPLICABLE LOCAL ORDINANCES. C. SANITARY PIPE FITTINGS: 2. ALL WORK SHALL B E PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE C.1 JOINTS FOR HUBLESS PIPE AND FITTING SHALL CONFORM EITH THE F.P.C. AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS. HUBLESS COUPLINGS SHALL CONFORM TO CISPI 301. JOINTS FOR HUB AND SINK FAUCET PENETRATING FIRE URINAL COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AFTER COMPLETION OF WORK. SPIGOT PIPE SHALL BE INSTALLED WITH COMPRESSION GASKETS CONFORMING TO THE REQUIREMENTS OF ASTM STANDARD 15. PIPING PENETRATION AT ROOFS, CEILINGS, FLOORS AND WALLS SHALL BE SEALED AIR AND WATER TIGHT. WHERE SAFE TO PROVIDE PROTECTION MATCHING REQUIRED FIRE RESISTANCE RATING. 1.28 GALLONS PER FLUSHING CYCLE PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE OF DEFECTS OF C -564 OR SHALL BE INSTALLED WITH LEAD AND OAKUM. RATED CONSTRUCTION, FIRE 3. MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE, D. DOMESTIC WATER PIPING AND FITTINGS SHALL CONFORM WITH TABLES 605.4 through 605.8. OF THE F.P.C. AND SHALL BE ONE 16. ALL HORIZONTAL VENT PIPING SHALL SLOPE TO DRAW TO STACKS. NO POCKETS OR LOW POINTS SHALL BE CREATED IN THE VENT 0.9 GALLONS PER RACK FOR ALL OTHERS SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. FIELD VERIFY LOCATION OF THE FOLLOWING TYPES: UNDER THE COUNTER MACHINES LINES WHICH MAY PREVENT VENTING IF FILLED WITH CONDENSATION. 4. CONTRACTOR OF EXISTING POINTS OF CONNECTIONS BEFORE SUBMITTING BID. OBTAIN ANY REQUIRED CLARIFICATION BEFORE COMMENCING WORK. D.1 COPPER TYPE 'L' ABOVE GROUND AND COPPER TYPE 'K' BELOW GROUND CONFORMING WITH ASME B -88, AND ASTM B -16, 17. CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED ABOVE OTHERWISE NON- ACCESSIBLE CEILINGS. WATER FACTOR OF 8 OR LOWER COMPONENTS SHALL B E CAREFULLY REMOVED OR RELOCATED. EACH RESULTING LEAD -FREE SOLDER. DOMESTIC WATER PIPING SHALL NO BE INSTALLED BELOW SLAB, UNLESS INDICATED OTHERWISE ON EXCEPTIONS: 1- BLOWOUT DESIGN WATER CLOSETS (3.5 GALLONS PER FLUSHING CYCLE) 5. WHERE INDICATED REQUIRED, EXISTING SYSTEM CONSTRUCTION SHALL BE PROPERLY PATCHED AND FINISHED WITH THE SAME MATERIALS AS THOSE THESE DRAWINGS 18. NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED PRIOR TO FINAL APPROVAL OF SHOP DRAWINGS. L OPENING IN THE BUILDING ADJACENT TO THE OPENING. D.2 PROVIDE WATER HAMMER ARRESTOR 18" HIGH, NEXT LARGE SIZE THAN PIPE SERVING FIXTURE. 19• THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW AS -BUILT CONDITIONS AT THE COMPLETION OF 6. COORDINATE NEW PLUMBING WORK WITH LIGHTING, ELECTRIC AL DUCTWORK,STRUCTURAL FRAMING AND CEILING SYSTEMS. D.3 INSULATE ALL HOT WATER PIPING WITH 1" RIGID FIBERGLASS OR 1 2" THICK FLEXIBLE FOAM INSULATION / (ARMAFLEX). FLEXIBLE FOAM INSULATION SHALL NOT BE SPLIT, AND SHALL BE TAPED AT BUTT JOINTS. CONSTRUCTION. 20. FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 7. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT /ENGINEER OF ANY DEVIATION DUE 21. THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS, ARE SHOWN AS OBTAINED FROM EXISTING INFORMATION TO FIELD CONDITIONS BEFORE COMMENCING WORK. E. WALL CLEANOUTS. OR SITE OBSERVATIONS, AND ARE ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL VERIFY THESE LOCATIONS, CONNECTION 8. CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS AND ROOFS WITH EA JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL E.2 PROVIDE CHROME PLATED BRASS ESCUTCHEONS WITH LOCKING SCREWS WHERE PIPE PASS THROUGH FINISHED WALLS. POINTS AND SIZES BEFORE PROCEEDING WITH WORK. AND CARPETING WITHIN THIS OTHER TRADES AND REPORT ANY DISCREPANCIES TO ARCHITECT /ENGINEER.NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED E.3 A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK. 22. PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF OWNER EQUIPMENT, FURNITURE EQUIPMENT, FURNITURE AND CARPETING AS NECESSARY. DUST AND DEBRIS SHALL BE STRICTLY WITHOUT WRITTEN AUTHORIZATION. F. VALVES. BUILDING. COVER AND WRAP CONTROLLED. CLOSE COORDINATION WITH OWNER WILL BE REQUIRED. 9. DRAWING ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF FIXTURES AND PIPING. F.1 QUATER TURN BALL VALVES, RATED FOR 125 PSI. MANUFACTURED BY NIBCO, SCOTT, STOCKHAM OR EQUAL. 23. WHERE REQUIRED, EXISTING CEILINGS SHALL BE REMOVED TO MODIFY THE EXISTING PLUMBING SYSTEMS. THESE CEILINGS SHALL BE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTIONS AND TEST FEES. F.2 PROVIDES STOPS AT ALL PLUMBING FIXTURES. EXPOSED STOPS SHALL BE CHROME PLATED. REPLACED TO MATCH ADJACENT SURFACES. 10. DOCUMENTS SHALL MEET ALL THE REQUIREMENTS OF THE F.P.C. AND ALL OTHER 24. ALL DISCONNECTED PLUMBING LINES SHALL BE EITHER RECONNECTED OR CAPPED.NO ONES SHALL REMAIN OPEN TO THE 11. ALL MATERIALS TO BE PROVIDED UNDER THIS LOCAL STANDARDS AND REGULATIONS. MATERIALS SHALL BE NEW. FREE OF DEFECTS AND OF AMERICAN MANUFACTURER, G. PLUMBING FIXTURES. ATMOSPHERE. INDELIBLY MARKED WITH MANUFACTURER NAME, WEIGHT AND /OR CLASS. MANUFACTURER NAMES SHALL BE INTERPRETED AS G.1 SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. 25• IF SPACES ARE USED AS "RETURN AIR CEILING PLENUMS", ALL MATERIALS INSIDE THE R/A PLENUM SHALL HAVE A ESTABLISHMENT OF REQUIRED TYPE, CLASS AND QUALITY. MATERIAL SHALL BE PROVIDED AS FOLLOWS. G.2 PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REGULATION FS.553.14. MAXXIMUM IMUM FLAME SPREAD INDEX OF 25 AND A MAX SMOKE DEVELOPED INDEX OF 50 PER NFPA 90A. PIPING BELOW GRADE SHALL BE ONE OF THE FOLLOWING TYPES (AS PER TABLE- 702.2, F.P.C.) G.3 EXPOSED HOT WATER PIPING SERVING PLUMBING FIXTURES SHALL BE PROPERLY INSULATED. "NO PVC PIPING IS ALLOWED INSIDE THE R/A PLENUM." A. ALL WASTE, VENT, AND STORM SERVICE WEIGHT CAST IRON, SOIL PIPE. PIPING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 12. PERFORM THE FOLLOWING TEST: A.1 301, ASTM A -888 OR ASTM A- 74,LATEST ISSUE. A. NEW DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 100 PSIG FOR A PERIOD OF NO LESS THAN ONE HOUR. BELL AND SPIGOT SERVICE WEIGHT CAST IRON, WITH LEAD AND OAKUM, OR GASKETED JOINTS. PIPING AND FITTINGS SHALL B. WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO A 10 FOOT HEAD AND ALLOWED TO STAND UNTIL THE WATER A.2 CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE. LEVEL REMAINS CONSTANT. SCHEDULE 40 ABS OR (DWV) PCV PIPING. FOR BUILDINGS EXCEEDING 3- STORIES IN HEIGHT, UNDERGROUND DRAINAGE C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING. A.3 PIPING SHALL BE SERVICE WEIGHT CAST IRON AS PER SECTION A.1. D. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND, WHERE REQUIRED BY THE TABLE- 702.1, F.P.C.) ADMINISTRATIVE AUTHORITY, DISINFECTED PRIOR TO UTILIZATION.THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED VENT AND STORM PIPING ABOVE GRADE SHALL BE ONE OF THE FOLLOWING TYPES (AS PER BE THE HEALTH AUTHORITY OR WATER PURVEYOR HAVING JURISDICTION OR, IN THE ABSENCE OF A PRESCRIBED B. ALL WASTE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF CITI STANDARD METHOD , THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA 652, OR AS DESCRIBED IN SECTION 610 FPC 2004. B.1 SERVICE WEIGHT CAST IRON SOIL PIPE. PIPING 301, ASTM A -888 OR ASTM A -74. 13. WASTE PIPING 2 1/2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM.PIPES LARGER THAN 2 1/2" SHALL BE SLOPED B.2 BELL AND SPIGOT. 'NO HUB' SERVICE WEIGHT CAST IRON, OR WROUGHT IRON, WITH SEALING SLEEVES AND STAINLESS STEEL WITH THE REQUIREMENTS OF CISPI STANDARD AT 1/8" PER FOOT MINIMUM FALL. COUPLING JOINTS, CLAMPS AND BOLTS-PIPING AND FITTINGS SHALL CONFORM 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE. B.3 SCHEDULE 40 ABS OR (DWV) PCV PIPING. NO COMBUSTIBLE PIPING SHALL BE LOCATED IN RETURN AIR PLENM. PLUMBING DEMOLITION FLOOR PLAN lrhw#�i�Nri�]\ Ilsl�4��4UETi TABLE 604.4 EFFECTIVE JULY 1 2008 ** PLUMBING FIXTURE MAXIMUM FLOW RATE OR FIXTURE FITTING 1.6 GPF CYCLE LAVATORY ,PRIVATE 1.0 GPM AT 60 PSI LAVATORY PUBLIC (METERING) 0.25 GALLONS PER METERING CYCLE LAVATORY PUBLIC (OTHER THAN METERING) 0.5 GPM AT 60 PSI SHOWER HEAD 1.5 GPM AT 80 PSI SINK FAUCET 1.0 GPM AT 60 PSI URINAL WATERLESS OR 0.5 GALLONS PER FLUSHING CYCLE WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE DISHWASHER (RESIDENTIAL) 6.5 GALLONS PER CYCLE OR LESS (ENERGY STAR/WATER SENSE CERTIFIED) DISHWASHER (COMMERCIAL) LESS THAN 1.2 GALLONS PER RACK FOR FILL AND DUMP MACHINES AND LESS THAN 0.9 GALLONS PER RACK FOR ALL OTHERS TYPES OF MACHINES. UNDER THE COUNTER MACHINES 1.0 GALLON OR LESS PER RACK FOR HIGH - TEMPERATURE MACHINES AND 1.7 GALLONS PER RACK FOR LOW -TEMP. MACHINES. WASHING MACHINE WATER FACTOR OF 8 OR LOWER (ENERGY STAR/WATER SENSE CERTIFIED) EXCEPTIONS: 1- BLOWOUT DESIGN WATER CLOSETS (3.5 GALLONS PER FLUSHING CYCLE) 2- VEGETABLE SPRAYS. 3- CLINICAL SINKS (4.5 GALLONS PER FLUSHING CYCLE). 4- SERVICE SINKS. 5- EMERGENCY SHOWERS. **MIAMI DADE COUNTY - FOR NEW CONSTRUCTION OR FOR REMODELING PERMIT OF AN AMOUNT GREATER THAN 50% OR MORE OF A STRUCTURE'S MARKET VALUE. TABLE 604.4 , EFFECTIVE MARCH 1, 2009 FIXTURE MAXIMUM FLOW RATES WATER CLOSET 1.6 GPF CYCLE LAVATORY ,PRIVATE 2.2 GPM AT 60 PSI LAVATORY PUBLIC (METERING) 0.25 GP METERING CYCLE SHOWER HEAD 2.5 GPM AT 80 PSI LAVATORY PUBLIC (OTHEN THAN METERING) .5 GPM AT 60 PSI SINK FAUCET 2.2 GPM AT 60 PSI URINAL 1.0 GPF CYCLE - FLORIDA BUILDING CODE - 1O EXISTING SINK TO BE REMOVED. ALL DISCONNECTED PLUMBING LINES FOR EXISTING FIXTURES SHALL BE CAPPED.NO LINES SHALL REMAIN OPEN TO THE ATMOSPHERE. (REFER TO A1.0 FOR DEMOLITION PLAN) VVI 1 {- . .. .. 0 411 = 1' -0" Apn ^^ ITECTU DESIGN RATIVE � % /�i�//// , •, y / /jam/ /M YH / / / / / / /lj / /��j^ i�' UO����� / /// - -�1�51 SEVILLAAVENUE, SUITE 200 CORAL GABLES, FL 33134 OFFICE: (305) 442 -1188 FAX: (305) 445 -1509 WWW. ADCINTERNATIONAL.NET STATE OF FLORIDA AR- 0010536 RAYMUNDO FEITO, R.A. AA- CO01315 Architect • Seal/Signature Construction Documents for: S= Pin at: ONE 7000 PLACE SUITE: PHN 7th FLOOR 7000 SW 62nd AVENUE SOUTH MIAMI, FL 33143 Issue Date & Issue Description Drawn By Checked By 01 12/04/09 AC AR PERMIT ISSUE 02 01 Ll3�10 AC AR PRICING SUBMITTAL ZE a W V 4 a i z 0 N W iY _O W W Date & Delta Description Drawn By Checked By I-- z s z_ Z z 5 a iY U W H 2 Q Client Information HEALTHCARE REALTY 2601 SW 37th AVENUE SUITE 805 MIAMI, FL 33133 OFFICE: (305) 446 -3666 Project Number 09148 CAD File Name ONE 7000 PLACE - SUITE PHN Description FLT PLAN Scale AS NOTED Consultant . Seal/Signature 'E F�,/RING Z oxP l�rw•f Y .Y t f 21 SW 102 Ct.1Vliami, Office: (786)'963- 0 ` z Fax: (305) 220 -5196 pgengineerdesign @ bellsouth.net M G m p = 1 M0 STATE OF FLORIDA ^ ERGUIN CAPOTE P.E. No. 62487 LLB LUIS O. PEREZ, PE P.E. No. 62586 t t