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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BONO BEAM <br />I 1. VARIES PER ELEV, <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />` I <br />0'-0" FIN. FLR. <br />.a ". <br />TIE RTICAL REBAR <br />. <br />TO HORIZONTAL <br />e <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />2w <br />#3 <br />18" <br />5 > <br />OU <br />#4 <br />#5 <br />24" <br />30" <br />#8 <br />1, <br />#7 <br />11, <br />HORIZONTALNERTICAL <br />REINFORCING <br />_ <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />8" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />TOP OF SLAB <br />n - <br />TOP OF SLAB <br />• <br />Z W <br />ea <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. <br />> <br />a <br />e <br />4" CHAMFER(1STORY) <br />1V, <br />OU <br />° a- ° a <br />6" CHAMFER (2STORY) <br />; <br />• <br />• <br />#4 <br />24" <br />< s <br />Z <br />MATCH STEEL <br />#5 <br />30" <br />REINFORCEMENT <br />36" <br />PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />#7 <br />42" <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 314"=V-0" <br />#5 BARS <br />11 8" ,. <br />bl <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />SA41 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />FM:407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />a <br />a <br />C <br />stMDIVI & LOT: <br />SILVERADO <br />LOT 20 <br />BLK 18 <br />PROJECT* <br />04128.002 20181 <br />MODErr <br />4EBB <br />"1828—CALM" <br />GARAGE BWMC;: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />