Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />- GROUTED BOND BEAM <br />n. <br />O CLEAN OUT REQUIRED <br />FOR INSPECTION <br />TIET/ERTICAL REBAR <br />a , TO HORIZONTAL <br />]]�� REBAR W/ 10" HOOK <br />zzi <br />///�,,11��II��'' BAR SIZE 48 BAR DIA. <br />Z W #3 18 <br />0 <br />k7 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />� SCALE: 3l4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 4 ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />z <br />o <br />a <br />to V <br />J <br />a <br />oN <br />TOP OF SLAB <br />SEE SLAB SCHEDULE Z w <br />BAR SIZE 48 BAR DIA. > <br />HAMFER (1STORY)HAMFER (2STORY)#3 loll U±7� <br />#4ATCH STEEL <br />REINFORCEMENT„ <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3l4"=1'-0' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />Ell. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />i,1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />ww W.abdeslgngroup.com <br />AA #: 0003325 <br />4aa� <br />t <br />log <br />MEN <br />N <br />yC <br />9 <br />y <br />aysDiv ee LAT: <br />ABBOTT PARK <br />LOT 5 <br />BLK 10 <br />PROJECT <br />04181.000 05104 <br />oDEIU <br />4EBB <br />"1828—CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />