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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />• <br />I ed. <br />-D I .. <br />0 q. CLEAN OUT REQUIRED <br />Gd' FOR INSPECTION <br />m <br />- <br />0'-0" FIN. FLR. <br />TIE ERTI.. REBAR <br />.. <br />Z • <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z X <br />#3 <br />18" <br />�O <br />#4 <br />24" <br />U <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />4Z' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />(D- <br />SCALE: 3l4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 t <br />SPACING REQUIREMENTS <br />a <br />mW <br />U <br />� J <br />WO y <br />2 <br />8" CMU WALL <br />0 <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />Z <br />MATCH STEEL <br />REINFORCEMENT <br />'N <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />Z � <br />BAR SIZE 48 BAR OIL. > <br />#3 16" n UU <br />#4 24" <br />#5 30" <br />#6 36" <br />#7 42" <br />PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=V-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />0 <br />So <br />■ c <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />�'o <br />SCALE: 3/4"=V-0" <br />1441 N' RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407.774.4078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />af <br />R <br />BUDDIR as LOT <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PROJECT/ <br />04181.000— 37091 <br />MODEId <br />4EBB <br />"1828—CALM" <br />GARAGE SWING: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />