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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />—K VARIES PER ELEV. <br />Z <br />L .. <br />a <br />0 CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />0'-0' FIN. FLR. <br />•' <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIAL <br />Z W <br />#3 <br />16' <br />> <br />#4 <br />24" <br />U <br />#5 <br />3d' <br />#6 <br />36' <br />#7 <br />47' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />� <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/7' ISOLATION <br />JOINT (MERE <br />APPLICABLE) <br />6' PVC CHASE— <br />THRU FOOTING <br />Z <br />`s <br />m U <br />oy . <br />O m <br />r TOP OF SLAB a' <br />SEE SLAB SCHEDULE Z W� <br />BAR SIZE 48 BAR DA > <br />4"CHAMFER(1STORY) MO • n <br />/ 6' CHAMFER (2STORY) #3 16 U <br />• #4 ZV a •. <br />Z MATCH STEEL #5 30" <br />m REINFORCEMENT <br />iV PER SCHEDULE 6' PVC CHASE THRU FOOTING <br />#7 47' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3M"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA M: 0003326 <br />h <br />s <br />a <br />� <br />O <br />3 <br />i <br />40 <br />la <br />x <br />0 <br />wwmmw <br />BVHDiv. a LOT: <br />SILVERADO <br />LOT 25 <br />BLK 18 <br />PImoJECT# <br />04128.002 25181 <br />HOD"* , <br />4EBB <br />"1828—CALL" <br />GARAGE SIWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />