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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />=i MMM� <br />m®s <br />—CLEAN OUT REQUIRED <br />JI//I FOR INSPECTION <br />0'-0" FIN. FLR. <br />a •a a <br />71E E�EBAR <br />,.. <br />4 <br />TO HORIZONTAL <br />-a.- <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />#3 18" <br />W'o <br />#4 24" <br />#5 30" <br />#6 36" <br />#7 4Z' <br />HORIZONTALNERTICAL <br />�� <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/12"ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE— <br />THRU FOOTING <br />i <br />STEEL REINFORCING IN GROUTED <br />g <br />CELL SEE PLAN FOR SIZE AND <br />o� <br />SPACING REQUIREMENTS <br />� <br />m <br />8" CMU WALL <br />'�*� <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR w%D, BAR SIZE <br />AND BAR QUANTITY <br />yr yr ��.vtl 4- iVr Vr JVitl' <br />d ' <br />BAR SIZE 48 BAR DIA. 3 - <br />#3 1V, <br />Q <br />#4 24" <br />c- <br />#5 30" <br />#5 36' 6" PVC CHASE THRU FOOTING <br />#7 42' <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />(DltRq� <br />#5 BARS <br />8' <br />t� <br />• -MU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O 3 MASONRY SYMBOLS <br />SCALE: 3/4'=T-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774£078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />lilt! <br />ID <br />ID <br />s <br />� <br />y�Qsy <br />�• <br />C <br />r� <br />e� <br />C <br />8ummrv. at Lo <br />ABBOTT PARK <br />LOT 3 BLK 14 <br />PHASE 4C <br />Pmoj=T/ <br />04181.04C-03142 <br />aco1"m <br />4EBB <br />"1828-CAU" <br />GARAGE aware: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXRX <br />