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A <br />Z <br />i <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />I a VARIES PER ELEV. <br />#5 BARS <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />TIETVERTICAL REBAR <br />a TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />N03 <br />48 BAR DIA. <br />Z 18" <br />1.. <br />30" 36" <br />42' <br />HORIZONTALNERTICAL <br />D-- <br />REINFORCING <br />SCALE: 314"=V-0" <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 <br />SPACING REQUIREMENTS <br />U <br />� J <br />p <br />Z <br />B" CMU WALL <br />0" <br />TOP OF SLAB <br />a <br />TOP OF SLAB <br />W� <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. <br />> <br />EXT. PORCH SLAB <br />° <br />4" CHAMFER (i-STORY) <br />18" <br />`y O <br />W/ V2" ISOLATION <br />v <br />6" CHAMFER (2-STORV) <br />JOINT (WHERE <br />. <br />#4 <br />24" <br />APPLICABLE) <br />MATCH STEEL <br />#5 <br />30- <br />8"PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#8 <br />36" <br />8" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />42" <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: 3�4"=1'-0" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYM <br />144i N. RONALD REAGAN BLVD <br />LONGWOOD,FL327W <br />PH: 407-774-6078 <br />FAX- 407-774-4078 <br />www.abdeslgngroup.00m <br />AA #: 0003325 <br />Sp <br />5 <br />POOR ac LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #10 <br />PltOJzCT* <br />04181.000-03102 <br />MODRU <br />4EAB <br />"1672-ARIA" <br />GARAGE 8111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />n <br />pamT M"*, <br />DAM 11/25/19 <br />SCALE: 1/4"=1'-O" <br />8*Em= <br />s1.2A <br />