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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />-GROUTED BOND BEAM <br />raW'=mm <br />mm <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />' <br />0'-0" FIN. FLR. <br />TIE ERTICAL REBAR <br />3 <br />. <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE <br />148 BAR DIA. <br />z OW.' <br />#3 <br />18" <br />>O <br />#4 <br />24" <br />U <br />#6 <br />30" <br />#6 <br />36' <br />#7 <br />42" <br />HORIZONTAUVERTICAL <br />(�_aIwco <br />EXT. PORCH SLAB <br />W/ 112' ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />w <br />U <br />�2 <br />p 0) <br />z' <br />8" CMU WALL <br />0 <br />m <br />g <br />SEE SLAB <br />4" CHAMFER ('-STORY) <br />CHAMFER (2STOR1) <br />Z TCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 <br />BAR SIZE 148 BAR DIA. I <br />uj <br />>� <br />d <br />d <br />#3 18' <br />in0 <br />•t_. ,a <br />94 21V <br />..4 a . <br />36" <br />6" PVC <br />CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-774.5078 <br />FAX: 407-774.4078 <br />www.abdostpgrouRm <br />AA #: 0003325 <br />�$%I <br />I <br />fb <br />weary aLo1T <br />ABBOTT PARK <br />LOT #25 <br />BLK. #8 <br />P141 ' - 08 <br />Moaau <br />4EBB <br />"1828-CALM" <br />GAPMOM sWWO: <br />LEFT <br />PAOa: <br />DETAILS <br />160 MPH EXP. C <br />Dw 11/20/19 <br />aCALM 1/4-=1'-0- <br />slam" <br />S1.2A <br />