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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ la, HOOK <br />GROUTED BOND BEAM <br />3 CLEAN OUT REQUIRED <br />FOR INSPECTION <br />FIN. FLR. <br />n + <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />4, <br />REBAR W/19 HOOK <br />BAR SIZE 48 BAR DIA. <br />#3 18' <br />h <br />#4 24" <br />#6 30" <br />#6 36" <br />#7 42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-(Y' <br />EXT. PORCH SLAB <br />W/ 1/Z' ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />i STEEL REINFORCING IN GROUTED <br />B CELL SEE PLAN FOR SIZE AND <br />i.5 <br />SPACING REQUIREMENTS <br />mU <br />�N <br />8"CMU WALL <br />- 0'-a• <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY ) <br />Ip <br />18" <br />6" CHAMFER(2STORY) <br />c�i <br />• <br />#4 <br />1 24" <br />i <br />MATCH STEEL <br />#S <br />1 30' <br />f <br />REINFORCEMENT, <br />N <br />I PER SCHEDULE <br />SEE SCHEDULE <br />FOR BAR SIZE <br />BA <br />AND BARR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />PAI <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdealgngroup.Gom <br />AA #: 0003325 <br />b <br />O <br />a <br />C <br />C <br />C <br />i <br />r <br />W <br />E <br />Q <br />sul3z)m ee IAT <br />ABBOTT PARK <br />LOT #11 <br />BLK. #9 <br />PROJECT# <br />04181.000-11091 <br />MODEla <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />I16 <br />AGE: <br />DETAILS <br />0 MPH FA C <br />