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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BONDBEAM <br />VARIES PER ELEV. <br />— <br />Z <br />N <br />3 <br />a <br />CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />co <br />e � <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />a.. REBAR W/ 10' HOOK <br />BAR SIZE 48 BAR CIA. <br />ZCC #3 18' <br />> #4 24' <br />U <br />#6 36' <br />#7 42' <br />HORIZONTAUVERTICAL <br />(D------g.m'MqRClNG <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a <br />W <br />SPACING REQUIREMENTS <br />U <br />0 N <br />Z <br />8' CMU WALL <br />e�i <br />EXT. PORCH SLAB <br />W/ I- ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6' PVC CHASE— <br />THRU FOOTING <br />< \-SEE SLAB SCHEDULE <br />4CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />e <br />Z MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR.QUANTITY PVC CHASE <br />Olnq� <br />Z_ Q <br />BAR SIZEI 48 BAR CIA. p <br />#3 18, U <br />#4 24' <br />#5 30' <br />#6 36' <br />#7 42' <br />6' PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />a� <br />� 1 0 <br />CMU UNIT DIMENSIONS <br />©� ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />3 SCALE:3/4'=1'-0' <br />Ii <br />I <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.ebdealgngroup.com <br />AA #: 00,3328 <br />iWgt <br />a6[ <br />A <br />StMDIN. & LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />PROJECT* <br />04181.000-11151 <br />HODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DA IM 09/01/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1. 2A <br />