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KEYED NOTES: O <br />®EXTEND NEW GREASE WASTE TO EXISTING. VERIFY EXISTING <br />PIPING SIZE AND INVERT DURING DEMOLITION PROCESS. <br />® RELOCATE SODA LINE(S) AS REQUIRED. <br />® HUB DRAIN FOR SMOKER CONDENSATE DRAIN DISPENSE. <br />_ _ <br />f <br />f <br />ti <br />f <br />.T <br />. ' <br />'• <br />�' <br />;F\ <br />f <br />f , <br />\ <br />77. <br />/ <br />�.: <br />\. <br />i`• <br /><I <br />\ <br />� <br />< ( TCH <br />1_i� ' i <br />io <br />-r` ".. ie" <br />E,TIRI`- <br />101 <br />----------------------- <br />j _ I <br />..mow ...� <br />If i3 <br />#i <br />3 i <br />j 3 <br />i 1 1 <br />7 <br />i F <br /># � <br />........................................................... <br />' 3 ' <br />_._....,,,,.v,......, .....3 .,.w __., ....... _.,, <br />3 <br />................. ..... <br />DINNC- <br />FLUM51NG GENERAL NOTES: <br />I. THE PLUMBING CONTRACTOR SHALL SURVEY SITE PRIOR TO BID <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 LOCATION AND <br />CONNECTION POINT TO THE EXISTING DOMESTIC WATER LINE. <br />2. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC WITH <br />DRAINAGE PATTERN FITTINGS OR CAST IRON. <br />3. DOMESTIC WATER PIPING SHALL BE TYPE 'L' COPPER WITH 95/5 <br />SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS <br />EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP, IN <br />ACCORDANCE WITH CODE. CPVC WATER PIPING MAY BE USED IIF <br />ACCEPTED BY LOCAL AUTHORITY. <br />4. SLOPE WASTE LINES 3" AND LARGER AT Ys"PER FOOT. LINES <br />SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. <br />5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 2" WALL <br />ARMAFLEX OR EQUIVALENT INSULATION. <br />(o. PROVIDE ISOLATION VALVES AT ALL FIXTURES. FIXTURES SHALL <br />BE CHROME FINISH EQUAL TO BRASSCRAFT. <br />i. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS <br />AND PERIPHERALS SHALL COMPLY WITH ALL APPLICABLE <br />CODES, LAWS, STANDARDS AND ORDINANCES. <br />8. ALL SLAB CUTTING AND CONCRETE FILL SHALL BE BY THE GENERAL <br />CONTRACTOR UNLESS CLARIFIED OTHERWISE PRIOR TO BID. <br />S. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY <br />THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING <br />DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING <br />SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. <br />SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO <br />THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. <br />f 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH <br />THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL t0 <br />GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - <br />_ I PLUMBING TABLE 308B. <br />III. INSULATE TRAY, CRAP AND APPLICABLE WATER PIPING BELOW <br />ALL HANDICAPPED LAVATORIES WITH TRUEBRO "LAVGUARD" OR <br />OTHER APPROVED SYSTEM. <br />f. ( 12. PROVIDE WALL CARRIERS AT ALL WALL -HUNG FIXTURES. <br />i •s <br />CARRIERS SHALL BY FIXTURE MANUFACTURER OR EQUAL TO ZURN. <br />� I <br />METHODS 13. DEVIATION FROM MATERIALS, , OR PROCEDURES SET FORTH <br />_....._..... HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO <br />SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. <br />I 14. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET <br />FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF <br />THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE <br />OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAIMS <br />1; OR ADDITIONAL COMPENSATION. <br />__. _..__( 15. CAP AND SEAL ALL EXISTING HOT WATER PIPING CONNECTIONS <br />FROM BELOW SLAB FLUSH WITH FLOOR AND ABANDON IN <br />( i PLACE. <br />Et <br />3 <br />.,,,.,.. <br />E� <br />E� I <br />i <br />3 iFg <br />i <br />i <br />i <br />E< <br />E <br />.............. ......................... ..... ....... <br />:.............= ,.......................... <br />i <br />E <br />_..... . ". <br />i j Im <br />1 <br />_. __ry_.,. <br />..."_.".. <br />FLUM5ING LEGEND <br />0 ISANITARY 4 GREASE WASTE FLAN ISCALE: 3/Vo" . P-0" GREASE WASTE GW <br />REVISIONS <br />BY <br />�00 <br />00 <br />CO <br />y CO <br />�_� <br />u� <br />4- <br />U <br />a �- <br />N <br />C ro <br />¢ E <br />00 3 <br />Y 3 ti. 3 <br />N <br />o r- <br />0 <br />ti o <br />KiN <br />I <br />1 <br />p�p0000o00000 <br />P i <br />VICE R <br />O <br />o PE 1 1 ° <br />° <br />° <br />�° STATE <br />RIOP <br />0 <br />co 000°nno° <br />S/OfVALE``1 00 <br />o�����p00000000p0 <br />GARLAND PATTERSON, P.E. <br />FL Lic. No.: 14175 <br />MAY 25, 2021 <br />i° o <br />N .- <br />U m oNo <br />Z g,N�Z <br />NM n <br />Q 0 Z r <br />L <br />p p Gl 0 d <br />r0 <br />0 d � U) <br />-J� m M N <br />LL (n o p O <br />_ 0 r <br />C14 N <br />U �=ter <br />a0U,W�o <br />C U <br />G a O <br />L cy <br />O <br />N <br />c m <br />oMjt- <br />c <br />c Q c _j <br />m m LL. V <br />c 0 <br />0 <br />= av <br />0 <br />Z to 0 <br />`° <br />0 N <br />Cr <br />Date: 05. 17. 21 <br />Scale: AS NOTED <br />Project Mgr: DG <br />Drawn: BMD <br />Job: 18-083 <br />Sheet <br />P2 <br />7 r: _ FF_F__ ! 11 1 1 1 -T__1_ 1__F_i <br />- - - <br />