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36763 Eiland Blvd (2)
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36763 Eiland Blvd (2)
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Last modified
3/17/2025 9:44:38 AM
Creation date
2/18/2025 3:22:20 PM
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Building Plans
Street #
36763
Location
Eiland Blvd
Contractor
Wallace Associates
Building Plans - Permit #
19892
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7— 3,�,l I, �1 <br />M5 WITH EWH-2 ABOVE. VCW <br />=3 <br />TO EWH 4 PHW FROM EWH. <br />TO M5. CONTINUE 1/2"H4CW <br />4"5AN DOWN TO p <br />15T FLOOR 16T FLOOR <br />3 "VENT UP FROM 44 4CW <br />'/2`H4CW DOWN <br />1, 1/2 4CW DOWN TO <br />15T FLOOR Tn P-1 <br />1/2 "H 4CW DOWN <br />TO P-5, TYR - <br />0 2ND FLOOR - PARTIAL FLUM51NG FLAN <br />SCALE. 3116" = I'-011 <br />FLUM51NG GENERAL NOTE,5; <br />1. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO 51D <br />SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND <br />INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION <br />POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS <br />AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER <br />LINES. <br />2. WASTE AND VENT PIPING -SHALL BE SERVICE WEIGHT CAST IRON <br />WITH NO -HUB FITTINGS. <br />3. DOMESTIC WATER PIPING SHALL BE 'L'COFfDER WITH 95/5 <br />SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS <br />EQUAL TO JAY R SMITH AT EACH FIXTURE GROUP, IN <br />ACCORDANCE WITH THE F15C - PLUMBING. PVC AND CPVC PIPING <br />15 NOT ALLOWED DUE TO RETURN AIR PLENUM, <br />4. SLOPE WASTE LINES 3" AND LARGER AT Ya"PER FOOT. LINES <br />SMALLER THAN 3" SHALL BE SLOPED AT PER FOOT, <br />5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL <br />ARMAFLEX OR EQUIVALENT INSULATION. <br />(o. PROVIDE NEW 150LATION VALVES AT ALL FIXTURES. NEW 150LATION <br />VALVES SHALL BE CHROME FIN15H EQUAL TO 5RA55GRAFT. <br />1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS <br />AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING <br />CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, <br />STANDARDS AND ORDINANCES. <br />8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND <br />PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK <br />9. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE <br />PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND <br />QUALITY OF THE FIXTURES SPECIFIED. <br />10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH <br />THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO <br />GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER F5C - <br />PLUMBING TABLE 308-5. <br />11. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY <br />THE PLUMBING SUBCONTRACTOR AND WITNE55ED BY THE <br />BUILDING DEPARTMENT INSPECTOR. POTABLE POT AND COLD <br />WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 105IG <br />FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED <br />WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 <br />HOURS. <br />12, CLEANOUT5 SHALL BE PROVIDED PER PLAN AND/OR AS <br />REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. <br />CLEANOUT5 SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUT5 <br />SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL <br />CLEANOUT5 SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS <br />STEEL COVER - <br />WITH 2"THICK PREFORMED -SECTIONAL 1`15ER31-A55 INSULATION ON ALL� <br />HORIZONTAL RUNS AND FIRST 12"OF VERTICAL TURN -DOWN FAST THE <br />PLUM51NG LEGEND <br />SANITARY <br />COLD WATER -- — - — - — - — - — -- <br />HOT WATER <br />KE Y f=L AN <br />0 Vol <br />1J a <br />-0 0 <br />REVISIONS <br />BY <br />04, 21,18 <br />5.MD <br />io-ia m <br />w-a-io <br />TAP. <br />7; <br />> <br />0 <br />0. <br />N <br />L) <br />� M <br />0000" <br />0 <br />o <br />....... <br />. 000 <br />.. L <br />0,900 <br />Ej 00 <br />VINN"M/a/M11111811/0 z Q1 <br />C-4 0" z <br />C! <br />zC1 <br />a a- <br />,10N <br />C) <br />M 0) <br />LL 0 00 <br />NLo <br />04 4) (D <br />Ln C4 CL <br />J- <br />CY) 0 <br />C-4 <br />.0 <br />LO <br />0 <br />m E <br />O < i7i -Col <br />0 0 <br />0 0 E: <br />— LJ 0 <br />> <br />o <br />•� <br />- <br />0 <br />m -C <br />cr- C <br />z 0O <br />Date: 02. 13. 18 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: BMD <br />Job: 15-025 <br />Sheet <br />P 3 <br />
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