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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W110' HOOK <br />GROUTED BOND BEAM <br />#5 BARS <br />p CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />� <br />0'-0' FIN. FLR. <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />y � <br />BAR SIZE 48 BAR DIA. <br />Z� <br />#3 <br />18, <br />g >O <br />#4 <br />24' <br />� U <br />#5 <br />30• <br />#6 <br />36' <br />#7 <br />42' <br />HORIZONTALIVERTICAL <br />REINFORCING <br />� <br />SCALE: 3/' <br />a <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a. SPACING REQUIREMENTS <br />Q~ <br />Ol U <br />taA Z 8' CMU WALL <br />TOP OF SLAB 4 TOP OF SLAB <br />SEE SLAB SCHEDULE Z w a <br />BAR SIZE 48 BAR DIA. g > e <br />W//2 OISOLAT ON 4'CHAMFER (1-STORY) #3 18, O • a q a e <br />JOINT (WHERE 6' CHAMFER (2STORV) 24' <br />APPLICABLE) Z MATCH STEEL �• <br />i REINFORCEMENT <br />8' PVC CHASE PER SCHEDULE #8 42' <br />iv 6' PVC CHASE THRU FOOTING <br />THRU FOOTING � #7 q2' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 SCALE: 3/4'_t'-0' <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441N.RONALD REAGAN BLVD.�. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAK 407-7744078 <br />www.abdosigngroup.com <br />AA M: 0003326 <br />m� <br />H <br />0 <br />r <br />4 <br />igo <br />S <br />kbk <br />6 <br />ABBOTT PARK <br />LOT #16 <br />BLK #10 <br />PROJECT <br />04181.00 -16101 <br />MODEZA <br />4EBB <br />"1828-CALI" <br />GARAGE 1lWDJO: <br />LEFT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />A. A <br />NO <br />DART E: 07/29/20 <br />SHSST <br />S1.2A <br />