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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />- GROUTED BOND BEAM <br />.a <br />g <br />a. <br />.I aa. <br />5 <br />a <br />0 <br />CLEAN OUT REQUIRED <br />7a. <br />FOR INSPECTION <br />C1 <br />1 <br />0'-0" FIN. FLR, <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />a.< <br />REBAR W/10"HOOK <br />BAR SIZE 48 BAR DIA. <br />Z w <br />#3 18, <br />� <br />#4 24" <br />U <br />#5 30" <br />#6 36" <br />#T 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ W.' 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 REOUIREMENTS <br />W <br />V J <br />N <br />Z <br />8" CMU WALL <br />O <br />A <br />! SEE SLAB SCHEDULE Z W a < <br />B <br />4" CHAMFER (I -STORY) AR SIZE 48 BAR DIA. <br />O <br />� 8"CHAMFER (STORY) � I'llO . <br />#4 24" a <br />Z MATCH STEEL #5 30" <br />i REINFORCEMENT <br />PER SCHEDULE #6 36. 6" PVC CHASE THRU FOOTING <br />42 <br />#7 42" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />&1HRU"FOOTING <br />CALE: 3/4"=V-0" <br />#5 BARS <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdoslgngroup.00m <br />AA0:0003326 <br />V <br />w <br />QQ <br />O <br />a <br />a <br />4$ <br />W <br />x <br />4D <br />qg <br />i <br />SUSSIV. As LOT <br />ABBOTT PARK <br />LOT #15 <br />BLK. #10 <br />PROJECT* <br />04181.000-15101 <br />MODEL: <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAM 4/29/20 <br />SCALE: 1/4"=f-0" <br />MIEET <br />S1.2A <br />