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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 a <br />N <br /><I <br />0 CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />ca <br />e «I <br />- <br />0'-o FIN. FLR. <br />TIE RTICAL REBAR <br />e <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />BAR SIZE 48 BAR DIA. <br />Z_Lu <br />#3 18" <br />#4 24" <br />M U <br />#5 3P' <br />#6 W, <br />#7 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />(D - <br />SCALE: 3/4"=1'-0" <br />� <br />STEEL REINFORCING IN GROUTED <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />L <br />�W <br />SPACING REQUIREMENTS <br />U <br />� J <br />0 N <br />Z <br />8" CMU WALL <br />< <br />TOP OF SLAB <br />n - <br />TOP OF SLAB <br />(ram.—y <br />" SLAB <br />Z <br />v <br />SEESCHEDULE <br />llI�lLLLL <br />2 <br />d <br />e e <br />EXT. PORCH SLAB <br />4" CHAMFER (1-STORY)io <br />. v e <br />1/2' ISOLATION <br />6" CHAMFER (2STORY) <br />U <br />JO <br />JOINT (WHERE <br />� � <br />APPLICABLE) <br />Z <br />MATCH STEELREINFORCEMENT6PVC <br />M#71 <br />CHASE <br />PER SCHEDULE <br />8"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 />4 <br />SCALE: 314"=V-0" <br />#5 BARS <br />no <br />,. 8" <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.abdeslgngroup.com <br />AA #: 0003326 <br />t <br />w <br />13 <br />b <br />aa6 <br />08 <br />st7HDm at LiOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #7 <br />P1toj=T# <br />04181.000-13071 <br />MODEL& <br />4EAB <br />"1672-ARIA" <br />GAP."E SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />