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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />VARIES PER <br />•I a° <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0" FIN. FL•a <br />• - <br />TIE ERTICAL RES. <br />e <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />�L _^ <br />BAR SIZE 148 BAR DIA <br />f <br />#3 16' <br />h <br />#4 24" <br />#5 30" <br />#6 36" <br />#7 42' <br />HORIZONTALNERTICAL <br />NFORCING <br />0-73-m <br />EXT. PORCH SLAB <br />W/ 1/Z' ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6' PVC CHASE— <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />8 n <br />SPACING REQUIREMENTS <br />m <br />b 2 <br />8" CMU WALL <br />�51EE—SLAB <br />° <br />' <br />SCHEDULE� <br />4" CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />MATCH STEEL <br />REINFORCEMENT <br />M <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR MO. BAR S1ZE <br />AND BAR QUANTITY <br />BAR SIZE <br />48 BAR DIA. <br />f <br />#3 <br />18" <br />n � <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36' <br />#7 <br />4Z' <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=11 <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />a <br />B" <br />+ I� <br />M CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-d' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA 8: 0003325' <br />13 <br />8L7HDIV. de L10T: <br />ABBOTT PARK <br />LOT #2 <br />BLK #13 <br />PROJECT# <br />04181.000-02131 <br />MODELc <br />4EBB <br />"1828-CALI" <br />GARAGE BWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />