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TIE BA VERTICAL RER <br />TO HORIZONTAL <br />REBAR HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />q <br />Z <br />.I c <br />a <br />CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />ee <br />TIET/ERTICAL REBAR <br />q <br />. TO HORIZONTAL <br />q.; REBAR W/ 10" HOOK <br />BAR SIZE 46 BAR DIA <br />Z W #3 18' <br />0 4" #4 2 <br />U #5 3U' <br />#6 3S' <br />#7 4Z' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />� SCALE: " <br />EXT. PORCH SLAB <br />W/'ll2" ISOLATION <br />JOINT(.ERE <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 />t <br />SPACING REQUIREMENTS <br />mW <br />OIL <br />co <br />Z <br />6" CMU WALL <br />io <br />0 <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />/ 6"CHAMFER (2STORY) <br />• <br />Z MATCH 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 />K <br />BAR SIZE 48 BAR DIA Lu <br />O a <br />#3 t8 m U <br />#4 24" <br />e a <br />#5 30" <br />6" PVC CHASE THRU FOOTING <br />#7 ar <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />aq <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />i441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.ebdeslgngroup.com <br />AA #: 0003325 <br />C <br />3 <br />aUBDIV. ac MT <br />SILVERADO <br />LOT 7 <br />BLK 19 <br />PROJECT# <br />04128.002 07191 <br />MODEic <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH W. B <br />WN <br />DATE: 04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.2A <br />