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L.. - I - _ - ---J .._..... , _:. .__..._.. ._._....____—___., : _.------- ................._...._.._.........__._......_._.._.---...-- -.---__._..._.__—._.____..__._.._.._.-..._._�--`____.�....___._.... / / {— - 1 1 _ \ r _.. ........_.. .. ....__.:.r.:: ......_ ....... .............. _..__... .... ._..... ; ------------- ----- -_ --__ __ _- _ __------__ .__ - __ - - __ -- -- ___ __ ____ - -- _ --- --------- -- ----- -- ----- .._...-_....._._..__. 1 CWTT .. ; ...._ '• .................r- a I/s �EHWRiHWR... 2oi ...._.% ...........................:. wx .. ........... - - 3 VENT .u..._ P TO ABOVE 2ND FLOOR CEILING. i — 112 "HECW DOWN I � TO P-5. . NOT r 1. THE PLUMBING CONTRACOR SHALL RVEY 51 T E PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES. 2, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPING IS NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Ys" PE FOOT, LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. 6. PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO 5RA55CRAFT. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK 9. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 3055. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 P51G FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12. CLEANOUTS SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUT5 SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUT5 SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL 1 CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER 13.- ROOF DRAINAGE PIPING AKD LEADERS 5HALL SE SCHEDULE 46 PVC WITH 2" THICK PREFORMED SECTIONAL FIBERGLA65 INSULATION ON ALL HORIZONTAL RUNS AND FIRST 12" OF VERTICAL TURN -DOWN PAST THE HORI ONTAL. r SANITARY COLD WATER HOT WATER ®_ _ _ .._.._.... - - _---------- .- HOT WATER RECIRCULATION .r 1 0 r nnic �v 04.21. 1.8 B M -- %Z\1-10-18 RFi-B-I T.A . .f, i1 Wa� v:€a 01 c popaa r�(i�i�°- TP1Pj�o� c�`� C o a° U"1 75 ° o ° ,I, 4 STATE OF 0 o U m Z m N h Q 1 O, ~ O N N - _O O d ❑ EL •C y JLL N 0 m m u N..�. N N 0 V) N g G N C r- U � O 0 C Uf LLJ 0 C) V > - L a3 � m o 1_ 1 1_ E Scale: AS NOTED Project Mgr: AAY L�r..v,E.. DMD 1ST FLOOfR - F'AfRT I AL f=L N GALE: 3;1/0" = -O'