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0 <br />0_" <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />I .k VARIES PER ELEV. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />. a.; REBAR W/ 1X HOOK <br />BAR SIZE 48 BAR DIA, <br />Z W #3 18" <br />#4 24•' <br />U #5 30" <br />#6 36, <br />#7 42' <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />A <br />Z <br />g <br />C <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA <br />#3 18" <br />METHOD 04 24'• <br />HORIZONTALNERTICAL #5 30" <br />REINFORCING #7 47; <br />L SCALE: 3/4"=1'-IP' <br />#5 BARS <br />PID tl <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />z <br />bB <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 IL IL <br />SPACING REQUIREMENTS <br />mV <br />CL <br />N <br />Z <br />8" CMU WALL <br />0 <br />b <br />TOP OF SLAB <br />a' <br />TOP OF SLAB <br />°-SEE <br />SLAB SCHEDULE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB <br />a <br />4" CHAMFER (,-STORY) <br />#3 <br />18" <br />n <br />W/ 112. ISOLATION <br />6" CHAMFER (2STORY) <br />JOINT (WHERE <br /># <br />#4 <br />24 <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />� <br />aa' <br />6" PVC CHASE <br />2REINFORCEMENT <br />PER SCHEDULE <br />6" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />42" <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3l4"=1'-!Y' <br />APR <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-774,8076 <br />FAX 407.7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />Y <br />6 <br />kq <br />aUBI i a oT <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />PROJECT* <br />04181. 00-34121 <br />MODEL.• <br />3EAB <br />"1504- ALLEX" <br />GARAGE 87111MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />