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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />- GROUTED BOND BEAM <br />I 1 VARIES PER ELEV. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />I <br />O'-0"FIN. FLR. <br />A <br />TIE ERTICAL REBAR <br />a <br />TO HORIZONTAL <br />REBAR W/ 1D" HOOK <br />BAR SIZE 48 BAR DIA. <br />2 <br />#3 <br />1 1W <br />#4 <br />24" <br />^ U <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />47' <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=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 />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�Ly <br />Z <br />8" CMU WALL <br />m <br />0 <br />. f - • i yr �r wee - <br />SEE SLAB SCHEDULE Z w <br />BAR SIZE 48 BAR DIA. > <br />4" CHAMFER (1-STORY) #3 18" O <br />6" CHAMFER (2-STORY) <br />• #4 24" <br />Z MATCH STEEL #5 30' <br />REINFORCEMENT #6 36„ <br />PER SCHEDULE <br />#7 1 42" <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />EPEU FOOTING <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />111-11 ;] <br />" 8" 1. <br />UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />1 <br />� <br />r <br />r <br />C <br />m� <br />SU13DM ac LiOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK. #8 <br />PROJECT# <br />04181.000-18081 <br />MODELa <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />10W i <br />4 AI <br />NO <br />DAM: 10/15/20 <br />SCALE: 1/4"=1'-0" <br />eHEET <br />S1.2A <br />