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N 1 FLOOR DRAIN ROUGH -IN PLAN <br />a SCALE: 1/4'-1'-0' <br />NOTE: PROVIDE 12" MIN WIDE <br />TRENCH FOR DRAIN LINES <br />#3 REBAR AROUND DRAIN BODY — <br />NEW CONC. POUR BACK 3,000 <br />PSI @ 28 DAY STRENGTH <br />CUT-OUT AROUND DRAIN SHALL <br />BE 3-0" DIAMETER --, <br />`A -d <br />DRAIN GRATE SHALL BE FLUSH <br />WITH FINISH FLOOR MATERIAL <br />FLOOR DRAIN - SEE P100 <br />FINISH FLOOR SURFACE <br />12" LONG #4 TIE BARS <br />AROUND DRAIN - EPDXY IN <br />EXIST SLAB W/4" EMBED <br />A <br />TURN EXISTING VAPOR BARRIER UP & `— NEW VAPOR BARRIER <br />PREP FOR VAPOR BARRIER PATCH ATTACHED TO EXISTING <br />VAPOR BARRIER W/ <br />ADHESIVE <br />NOTE: FLOOR DRAINS AT RESTROOMS TO SLOPE A MAXIMUM OF 1/4" PER FOOT. <br />NOTE: PROVIDE 18" MIN. WIDE TRENCH FOR DRAIN LINES <br />FLOOR DRAIN DETAIL I N.T.S. �9 <br />BURGER GRILL <br />Seel <br />Consultant <br />LU <br />s <br />VN <br />M <br />Vv <br />Q) <br />1.0 <br />�.0 <br />~ <br />•tau <br />�SMe <br />21. <br />p <br />U <br />N <br />0 A <br />bbd <br />N <br />LU <br />Q <br />M <br />Lu <br />1.0 <br />O <br />~ <br />0-) <br />Lp <br />ULU <br />N <br />Q <br />ry <br />0 <br />U <br />O <br />w� <br />z <br />M <br />Q <br />Mlqr— <br />Project Number: 17-536 <br />Plan Check Number: <br />10/12/17 A ISSUE FOR PERMIT <br />P220 <br />