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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />—k VARIES PER ELE <br />Z a <br />• I <a <br />5 <br />a <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />"d III" <br />FIN. FLR. <br />TIE0'-0 <br />RTICAL REBAR <br />. -� <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z� <br />#3 <br />18 <br />#4 <br />24" <br />Ouj <br />M U <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />SCALE: 3/4"=V-0" <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 t <br />SPACING REQUIREMENTS <br />U <br />� J <br />oO UL) <br />Z <br />8" CMU WALL <br />0 <br />• <br />SEE SLAB SCHEDULE+— <br />EXT. PORCH SLAB <br />'— 4" CHAMFER (1STORY) <br />ISOLATION <br />6" CHAMFER (2-STORY) <br />O <br />JOINT(WHERE <br />� <br />APPLICABLE) <br />Z <br />ATCH STEEL <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR WxD BAR SIZE <br />Z_ K <br />BAR SIZE 48 BAR DIA. > <br />#3 w <br />#4 24" <br />#5 30" <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3l4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#S BARS <br />m <br />8" ,. <br />M 61 <br />1'-0 �Ic <br />FF o <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: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />Y <br />ggyy <br />5ITIT <br />$UDDrv. ae LOT: <br />SILVERADO <br />LOT #13 <br />BLK. #19 <br />PROJECT/ <br />04128,002-13191 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 8WDfO: <br />LEFT <br />PAGE: <br />DETAILS <br />to.150 MPH EXP. B <br />DA 6/09/20 <br />BCALE: 1/4"=1'-0" <br />BEIEET <br />S1.2A <br />