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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10• HOOK <br />- GROUTED BONO BEAM <br />I L VARIES PER ELEV. <br />A <br />Z <br />N <br />#5 BARS <br />[1—:- 114 <br />" 8" " <br />EL <br />a <br />H <br />Q <br />N <br />e <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />$ - •q - I TIE- VERTICAL REBAR <br />q - TO HORIZONTAL <br />REBAR W/W"HOOK <br />BAR SIZE 48 BAR DIA. <br />Zir #3 18" <br />LLI <br />O #4 24" <br />U #5 30' <br />#6 36" <br />#7 42 <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />OFFSET METHOD CONTINUOUS &4R SIZE 48BAR DI0. <br />#3 1 18" <br />METHOD #4 1 24" <br />HORIZONTALIVERTICAL #6 3" <br />REINFORCING ;r <br />G SCALE: 3/4"=1'-0" <br />zLH <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 SPACING REQUIREMENTS <br />mW <br />U <br />y a. <br />W <br />0 - z 8•CMU WALL <br />a <br />_0 <br />TOP OF STAB q TOP OF SLAB <br />�• SEE SLAB SCHEDULE SLAB SCHEDULE z ; q q <br />BAR SIZE 48 BAR DIA. <br />E)(T. PORCH SLAB 4" CHAMFER (1 STORY) 18„ �y 0 q <br />W/ 1/2" ISOLATION 6" CHAMFER (2STORY) - - <br />JOINT (WHERE <br />APPLICABLE) z MATCH STEEL <br />REINFORCEMENT <br />6T PVC CHASE PER SCHEDULE " 6" PVC CHASE THRU FOOTING <br />HRU FOOTING #7 42" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=V- <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA M. 0003325 <br />M <br />D <br />4 <br />o <br />� <br />A <br />F <br />� <br />9 <br />0 <br />BVHDIV. ac LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #11 <br />PR0J=T# <br />04181.000-06111 <br />MODEIa <br />3EAB <br />"1504- ALLEX" <br />GARAGE BwING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH A C <br />