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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />L VARIES <br />f�M <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />TIET/ERTICAL REBAR <br />3 <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIZEI 48 BAR DIA. <br />Z <br />#3 18, <br />7 U <br />N4 24' <br />k5 30' <br />46 36' <br />HORIZONTALNERTICAL <br />87 42' <br />1 <br />REINFORCING <br />SCALE: 3/4':1'-0' <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 a>. SPACING REQUIREMENTS <br />Im <br />mV <br />Bla <br />cr Z 8' CMU WALL <br />TOP OF SLAB - q TOP OF SLAB <br />SEE SLAB SCHEDULE Z W < <br />a <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. Y q < <br />4-CHAMFER (1 STORY) p3 18' 0 • a q <br />W/ 1/2' ISOLATION 6' CHAMFER (2-STORV) <br />JOINT (WHERE a N4 24- <br />APPLICABLE) Z MATCH STEEL p5 30' <br />8' PVC CHASE i REINFORCEMENT, <br />THRFTING <br />PER SCHEDULE 8' PVC CHASE THRU FOOTING <br />U OOM7 42' <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 <br />SCALE: 314`=1'-0' <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />IF 1 <br />1441 N' RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774,8078 <br />FAX: 407-774-4078 <br />wwwAbd6slgngroup.eom <br />AA N: 0003325 <br />12 <br />i <br />4 <br />g <br />4n <br />In <br />2 <br />O <br />MO <br />sUDDIV & LoP <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />PROJECT <br />04128.002-37181 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />