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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />- GROUTED BOND BEAM <br />1 <br />I <br />I <br />I <br />S CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />v r�' <br />' <br />9-9-FIN. FLR. <br />.� <br />•' <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />REBARW/ 1X HOOK <br />6� <br />BAR SIZE 48 BAR DIA <br />_-II�� <br />_Z W <br />#3 <br />18" <br />`t <br />#4 <br />24" <br />n U <br />#5 <br />W, <br />#8 <br />36' <br />#7 <br />41. <br />HORIZONTAUVERTICAL <br />(D-- <br />EXT. PORCH SLAB <br />W/12"ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6' PVC CHASE <br />THRU FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0IL <br />SPACING REQUIREMENTS <br />a <br />mW <br />U <br />�a <br />�O N <br />Z <br />8"CMU WALL <br />m <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY ) <br />6' CHAMFER (2STORY) <br />• <br />2 <br />MATCH STEEL <br />REINFORCEMENT <br />iV <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />Z <br />BAR SIZE <br />48 BAR DIA <br />' n <br />#3 <br />16' <br />U <br />e .e <br />#5 <br />30" <br />6' PVC <br />CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />4 THRU FOOTING <br />SCALE: <br />#5 BARS <br />FM <br />k 1 O <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />L AA #1 0003326 J <br />5 <br />S <br />7 <br />SVHDIV ac L07 <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />PROJECT# <br />04128.002 08191 <br />MODEL <br />4EAB <br />"1672— ARIA" <br />OARAOE 81111IIN0: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EM B <br />