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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />a <br />al <br />CLEAN OUT REQUIRED <br />' FOR INSPECTION <br />FIN. FLR. <br />A <br />•a • <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />- <br />REBAR W/10•'HOOK <br />BAR SIZE 48 BAR DIA. <br />#3 19" <br />h <br />#4 24•' <br />#5 30" <br />#6 36" <br />#7 42' <br />El <br />HORIZONTAUVERTICAL <br />REINFORCING <br />4 <br />EXT. PORCH SLAB <br />W/ 1f2" ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />8" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />i <br />g <br />CELL SEE PLAN FOR SIZE AND <br />iE <br />SPACING REQUIREMENTS <br />w <br />b i <br />8" CMU WALL <br />g <br />SEE SLAB SCHEDULE <br />CHAMFER (I -STORY ) <br />�.--4* <br />8" CHAMFER (2-STORY) <br />MATCH STEEL <br />f <br />REINFORCEMENT <br />F <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR VOID, BAR SIZE <br />AND BAR QUANTITY <br />BAR SIZE <br />#3 <br />48 BAR DIA <br />19, <br />s <br />M <br />#4 <br />24" <br />PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />IJG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />■ <br />a <br />FE-11 S <br />CMU UNIT DIMENSIONS <br />b ARE NOMINAL SIZES <br />o*n <br />/ Q MASONRY SYMBOLS <br />v SCALE: 3/4"=1'-0" <br />i"I N' RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774 4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />IL <br />k <br />C <br />d <br />Bcramv. & LOT <br />ABBOTT PARK <br />LOT #18 <br />BLK #11 <br />PROJECT# <br />04181.000-18111 <br />MODEL& <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />vil <br />F-ppATE: 09/21'/21 <br />SCALE: 1/4"=1'-0" <br />SEIEET <br />s1. 2A <br />