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N <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />' <br />0'-0' FIN. FL•a <br />d <br />TIE E ITICAL REBAR <br />- <br />TO HORIZONTAL <br />REBAR W/ 10HOOK <br />BAR SIZEI 48 BAR DIA. <br />Z <br />#3 <br />18' <br />#4 <br />24' <br />O <br />U <br />#5 <br />30. <br />#6 <br />36• <br />#7 <br />42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE; 3/4'=1'-0' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8' CMU WALL <br />m <br />`a \—SEE SLAB SCHEDULE ' W <br />BAR SIZE 46 BAR DIA. > <br />EXT. PORCH SLAB 4' CHAMFER (1-STORY) #3 18' UU <br />W/ 1/2' ISOLATION 6' CHAMFER (2-STORK <br />JOINT (WHERE #4 24' <br />APPLICABLE) Z_ ATCH STEEL #5 30' <br />fi'PVC CHASE REINFORCEMENT #8 36' <br />PER SCHEDULE <br />THRU FOOTING #7 42• <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 SCALE; 3/4'=1'-0' <br />REINFOEM RCENT <br />PER SCHEDULE <br />NG <br />#5 BARS <br />• • <br />V-0" <br />Eli-. <br />k 1 0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.a bdoslgngroup.com <br />AA k: 0003325 <br />O <br />SVHDIV. & LOT <br />ABBOTT PARK <br />LOT #19 <br />BLK #15 <br />PROJECT# <br />04181,000-19151 <br />MODEL' <br />4EAB <br />"1672-ARIA" <br />GARAGE OWING: <br />LEFT <br />PACE: <br />DETAILS <br />%160 MPH EXP. C <br />a. <br />D A E:E: 08/31/20 <br />8CALE: 1/4"=1'-0" <br />8HEET <br />S1.2A <br />