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i <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 1 D" HOOK <br />GROUTED BOND BEAM <br />a <br />O CLEAN OUT REQUIRED <br />Q ' FOR INSPECTION <br />TIE_/ERTICAL REBAR <br />e . 3 TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />Y,1�I�'' BAR SIZE 48 BAR DIA. <br />Z W #3 18" <br />? #4 24" <br />M U #5 30" <br />#6 36" <br />#T 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />d <br />CELL SEE PLAN FOR SIZE AND <br />0 ` <br />U <br />SPACING REQUIREMENTS <br />�IL <br />N <br />Z <br />8" CMU WALL <br />f <br />TOP OF 51. <br />7- e TOP OF SLAB <br />Z W <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. i <br />EXT. PORCH SLAB <br />° 4" CHAMFER (I -STORY) <br />#3 181, <br />W/ 1/2" ISOLATION <br />6" CHAMFER (2STORY) <br />JOINT (WHERE <br />#4 24" .e <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />a <br />#5 30" <br />6"PVC CHASE <br />E <br />REINFORCEMENT <br />#8 36" <br />THRU FOOTING <br />PER SCHEDULE <br />#T 42• <br />6" PVC CHASE 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 />(DTIHRUFOOTING <br />SCALE: 3/4"=V-0" <br />#5 BARS <br />■ <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.00m <br />AA 8: 0003326 <br />a <br />� <br />Z <br />g <br />C <br />om <br />OV9DIV. & LOT <br />ABBOTT PARK <br />LOT ##13 <br />BLK. ##10 <br />PROJECT# <br />04181.000-13101 <br />MODEL: <br />3EKB <br />"1405—KEYSTONE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />