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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W710'HOOK <br />-GROUTED BOND BEAM <br />p CLEAN OUT REWIRED <br />FOR INSPECTION <br />m <br />TIE'VERTICAL REBAR <br />a • <br />TO HORIZONTAL <br />REBAR W! 10' HOOK <br />BAR SIZE <br />148 BAR DIA <br />Zuj <br />#3 <br />18" <br />>O <br />#4 <br />24" <br />U <br />#5 <br />30 <br />#6 <br />36 <br />HORIZONTAUVERTICAL <br />#T <br />47 <br />REINFORCING <br />� <br />SCALE: 3/4'=1'-0' <br />EXT. PORCH SLAB <br />W1112" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6' PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />W <br />O <br />O U) <br />Z <br />8" CMU WALL <br />TOP OF SLAB T 4 TOP OF SLAB T <br />SEE SLAB SCHEDULE Z w .4 4 <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1STORY) #3 1 <br />8' <br />6' CHAMFER (2-STORY) <br />#4 24" .4 a . <br />Z ATCH STEEL #5 30' <br />REINFORCEMENT <br />Zv PER SCHEDULE 38' 8' PVC CHASE THRU FOOTING <br />#7 <br />#6 4? <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 <br />#5 BARS <br />F <br />.' 8' .' <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX:407.774.4078 <br />www.ebdesVq'. P... <br />AA M: 0003325 <br />4 <br />N <br />kBB <br />e# r�oas <br />T PARK <br />T #9 <br />. #10 <br />0-091EBB <br />-CALL" <br />a�►DM. <br />EFT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />DATM !1/25/19 <br />SCAM 1/4"=1'-0" <br />slut" <br />s1.2A <br />