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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10'• HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />- <br />a <br />Z <br />° <br />< <br />I <4 <br />J <br />Q <br />p CLEAN OUT REQUIRED <br />C FOR INSPECTION <br />i <br />' <br />0'4 FIN. FUR. <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />n , <br />REBAR W/ 10" HOOK <br />a <br />BAR SIZE 48 BAR DIA <br />Z�00:::: <br />#3 18" <br />n <br />#4 24" <br />#5 1' <br />#6 W, <br />#T 47' <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />0 <br />SCALE: 3/4"=1'-0" <br />Z <br />� <br />tH STEEL REINFORCING IN GROUTED <br />g0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REOUIREMENTS <br />�Lu <br />U <br />is <br />B' CMU WALL <br />0, <br />1�17 <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB <br />4" CHAMFER (1STORY) <br />W/ 1/7ISOLATION <br />6" CHAMFER (2STORY) <br />JOINT (WHERE <br />• <br />APPLICABLE) <br />2 <br />MATCH STEEL <br />6" PVC CHASE <br />f <br />REINFORCEMENT <br />PER SCHEDULE <br />THRU FOOTING <br />' <br />SEE SCHEDULE <br />FOR WXD BAR SIZE <br />Z� <br />BAR SIZE <br />48 BAR DIA <br />g Q <br />#3 <br />18" <br />U <br />#4 <br />24" <br />#5 <br />30 <br />#6 <br />36" <br />#7 <br />47' <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 SCALE: 3/4"=1'-0" <br />REINFORCEMENT <br />PER SCHEDULE <br />NG <br />#5 BARS <br />t <br />Q <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />3 SCALE: 3/9'=T-0 <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32760 <br />IMH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abd•signgroup.com <br />L AA #: 0003325 J <br />msil. <br />O <br />y <br />F: <br />r <br />9tMDrv. & LOT <br />ABBOTT <br />PARK <br />LOT #10 <br />BLK #8 <br />PROJECT# <br />04181.000-10081 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />a <br />\WM W723 <br />DART 04/29/20 <br />SCALE: 1 /4"=1'— 0" <br />SHEET <br />s1.2A <br />