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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />- VARIES PER ELEV. <br />i •; <br />1441 N. RONALD REAGAN BLVD <br />° ; <br />LONGWOOD, FL327W <br />PH; 407-774.8078 <br />FAX: 407-774-4078 <br />www.abdoeigngmup•com <br />#5 BARS <br />AA M: 0003328 <br />8" <br />5 <br />0 <br />CLEAN OUT REQUIRED <br />Q <br />FOR INSPECTION <br />tL <br />•• <br />01 <br />V-0„ <br />0'-0" FIN. FLR. <br />-+� •a • <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />■ R <br />. • <br />REBAR W/ 10" HOOK <br />b <br />b <br />BAR SIZE 48 BAR DIA.�e <br />Z #3 <br />w 24" CMU UNIT DIMENSIONS <br />O #5 30" Q ARE NOMINAL SIZES <br />#6 36" <br />HORIZONTAUVERTICAL #T MASONRY SYMBOLS <br />ar' 3 40 <br />SCALE: 3/4"=1'-0" <br />%� REINFORCING w <br />SCALE: 3/4"=V-0" x0 <br />Z <br />� <br />STEEL REINFORCING IN <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />SPACING REQUIREMENTS <br />Of <br />�a <br />� y <br />Z <br />6" CMU WALL <br />� <br />TOP OF 51 <br />- ° - TOP OF SLAB <br />w°e <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />f > ° <br />PORCH <br />4" CHAMFER (1STORY) <br />#3 16, <br />O ° ° <br />W/1 <br />�, <br />6- CHAMFER(2STORY) <br />• <br />JOINT (WHERE <br />04 24" <br />APPLICABLE) <br />2 <br />MATCH STEEL <br />#5 30" <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 36 <br />6" PVC CHASE THRU FOOTING <br />aUNDIV de LAT: <br />SILVERADO <br />LOT #39 <br />BLK #18 <br />P1tOJNCTp <br />04128.002-39181 <br />molon a <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGR: <br />DETAILS <br />150 MPH EXP. B <br />THRU FOOTING #7 1 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"=1'-0" <br />No <br />DA�I E- 07/27/20 <br />aCAIM: 1/4"=V-0" <br />give= <br />S1.2A <br />