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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELE <br />Z <br />-4 <br />5 <br />a <br />G CLEAN OUT REQUIRED <br />G FOR INSPECTION <br />' <br />0'-0" FIN. FLR, <br />TIE ERTICAL REBAR <br />. - <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIZE 48 BAR DIA. <br />Z W <br />#3 <br />18' <br />> <br />#4 <br />24' <br />U <br />#5 <br />30' <br />#6 <br />36' <br />#7 <br />1 42- <br />HORIZONTALNERTICAL <br />0_a�In9FCING <br />SC <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />8" PVC CHASE — <br />THRU FOOTING <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />mW <br />U <br />cr N <br />Zz <br />8' CMU WALL <br />I UP OF SLA[3 T <br />SEE SLAB SCHEDULE SLAB SCHEDULE W <br />BAR SIZE 48 BAR DIA, i > <br />4' CHAMFER (1-STORK O <br />/ 6" CHAMFER (2-STORK #3 18' U <br />• #4 24' <br />Z MATCH STEEL #5 30' <br />i REINFORCEMENT <br />PER SCHEDULE #6 36' <br />#7 42' <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />4 THRLI FOOTING <br />SCALE: 3/4'=1'-0' <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />,,� 4. <br />Ell c <br />" V-0" I. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003326 <br />� <br />m <br />O <br />m <br />ul <br />x <br />40 <br />8U9DIV. & LAT <br />SILVERADO <br />LOT #3 <br />BLK #1 <br />PROJECT <br />04128.002-03011 <br />MODEL& <br />4EBB <br />"1828-CALI" <br />GARAGE 8WrNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />AA <br />NO <br />DarNT <br />A 12/01/ 00 <br />BCAL,E: 1/4"=1'-0" <br />skmET <br />S1.2A <br />