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Notes: <br />2-WAY G <br />50 <br />(19 DF <br />1 /4-CW <br />19 WSFU/ <br />0 GPM) <br />51 <br />57 I <br />37 <br />-_ (2,200 SF <br />— — —ST-0-gr 52 <br />RD <br />1 2-WAY GCO <br />4" <br />(2,200 SF) <br />OVERFLOW SCUPPER. REFER TO <br />ARCHITECTURAL WORK <br />6" ST <br />(3,000 SF) <br />- — �T♦-6a 53 <br />2-WAY GCO <br />HB <br />1 <br />RD <br />4" <br />(3,000 SF) <br />OVERFLOW SCUPPER. REFER TO <br />ARCHITECTURAL WORK <br />CANOPY DRAIN RAIN WATER <br />LEADER (BY MCGEE), SHOWN <br />FOR REFERENCE ONLY <br />0 <br />c) <br />CANOPY DRAIN RAIN WATER <br />LEADER (BY MCGEE), SHOWN <br />FOR REFERENCE ONLY <br />0 <br />CANOPY DRAIN RAIN WATER <br />LEADER BY MCGEE), SHOWN <br />FOR REF RENCE ONLY <br />0 <br />CANOPY DRAIN RAIN WATER <br />LEADER BY MCGEE), SHOWN <br />FOR REF RENCE ONLY <br />0 <br />NORTH PLUMBING - FLOOR PLAN <br />Revisions: <br />Seal: <br />Mile l� <br />6 w <br />-.................................... .............. ......_........................ _........................... ...................... ..... <br />Consultants: <br />0 <br />ARCHITECTURAL ENGINEERING INCORPORATED <br />3442 EAST LAKE ROAD, PALM HARBOR, FL 34685 <br />CONSULTING ENGINEERS (727) 784-1472 <br />CERTIFICATE OF AUTHORIZATION: FL 38a6 <br />W. RONALD MCILVEEN FL PE 30270 <br />