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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI 10" HOOK <br />GROUTED BOND BEAM <br />� dj • < <br />• I q. <br />1 <br />Jil <br />CL <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />e .( <br />•a a <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W110" HOOK <br />mod— .1..— <br />BAR SIZEI 48 BAR DIA. <br />Z0: <br />0 <br />U <br />#3 18" <br />#4 24" <br />#5 30" <br />#6 W, <br />#7 42" <br />HORIZONTAUVERTICAL <br />� <br />REINFORCING <br />SCALE: 3l4"=1'-0" <br />#5 BARS <br />,.1 <br />mt <br />1-0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />SPACING REQUIREMENTS <br />m� <br />J <br />0 N <br />Z <br />8" CMU WALL <br />• <br />TOP OF SLAB <br />- q <br />TOP OF SLAB <br />(ram--• <br />" <br />Z w <br />• <br />SEE SLAB SCHEDULE <br />- a . <br />EXT. PORCH S7�N <br />4" CHAMFER (I-STORY03 <br />iy O <br />: a .• a <br />WI 1l2" ISOLAT <br />6"CHAMFER(2-STORY) <br />JOINT (WHERE< <br />A <br />APPLICABLE) <br />MATCH STEEL <br />M#71 <br />° <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />16.1 <br />6"PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />SCALE: 3(4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdasigngroup.com <br />AA #: 0003326 <br />MO <br />BTMI) /a E/OT <br />. <br />SILVERADO <br />LOT #49 <br />BLK #18 <br />PROJECT# <br />04128.002-49181 <br />MODEL. <br />4EAB <br />"1672-ARIA" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPHI%XP. B <br />111 7 <br />DA 07/27/20 <br />DC.%=: 1/4"=1'-0" <br />8*1rxT <br />S1.2A <br />