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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />PER ELEV. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />.d '• ;•a i TIEtiERTICALREBAR <br />S TOHORIZONTAL <br />y; REBAR W/ 10" HOOK <br />�L <br />BAR SIZE 148 BAR DIA. <br />s #3 18' <br />#4 24" <br />b #5 30" <br />#6 361, <br />#7 47, <br />HORIZONTAUVERTICAL <br />REINFORCING <br />1 SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />b s 8" CMU WALL <br />• <br />TOP OF SLAB <br />• <br />.4 TOP OF SLAB <br />4• <br />•^ <br />• <br />EXT. PORCH SLAB <br />•� SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />4 . <br />BAR SIZE 48 BAR DIA, <br />$ • <br />' •4 <br />: ' <br />W/ 1/2" ISOLATION <br />6"CHAMFER (2STORY) <br />#3 18" >^ <br />+ • 4 <br />JOINT (WHERE <br />#4 24" <br />. <br />APPLICABLE) <br />MATCH STEEL <br />#5 30" 4 <br />6" PVC CHASE <br />s REINFORCEMENT„ <br />Zr <br />THRU FOOTING <br />PER SCHEDULE <br />#7 47' <br />6' PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />SEE BCHEW LE <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />OltAq� <br />#5BARS <br />aI <br />o� <br />CMU UNIT DIMENSIONS <br />b ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />�K 3 SCALE.3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />fa <br />aIrk <br />eUDDIV. & LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #9 <br />PROJECT <br />04181.000 09091 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />