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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W110" HOOK <br />GROUTED BOND BEAM <br />VARIES PER <br />- <br />d <br />Z <br />N <br />a <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />G1 <br />c , ( TIJERTICAL REBAR <br />. a TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />z #3 18 <br />g Q #4 24" <br />M 0 #5 30" <br />#8„ <br />#7 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-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 />�a <br />Z <br />8" CMU WALL <br />i <br />+- 0'-0" <br />+- 0'-0' <br />TOP OF SLAB <br />_ a - TOP OF SLAB <br />Z W� <br />° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. f > <br />°a• <br />ExT. PORCH SLAB <br />° 4" CHAMFER (I -STORY <br />#3 18" ih OU <br />n <br />W1112" ISOLATION <br />W CHAMFER (2STORY) <br />, <br />JOINT (WHERE <br />#4 24" <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />#5 31Y' <br />6" PVC CHASE <br />REINFORCEMENT <br />#8 <br />THRU FOOTING <br />PER SCHEDULE <br />#7 42• <br />8" 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 />THRU FOOTING <br />4 <br />SCALE: 3I4"=T-0" <br />#5 BARS <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX 407-774,4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />9 <br />stmDIV. Z LOT: <br />SILVERADO <br />LOT #40 <br />BLK #18 <br />PROJECT <br />04128.001-40181 <br />MODELe <br />4EAB <br />"1672-ARIA" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />�t3 <br />k ABOUCHACRA <br />AR NO Wm <br />DA 07/30/20 <br />sCA=: 1/4"=V-0" <br />siIEET <br />S1.2A <br />