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TIEBARE VERTICAL REBARc <br />TO HORIZONTAL <br />! <br />RW/ 10" HOOK <br />Z <br />i <br />GROUTED BOND <br />BEAM <br />� <br />- <br />Z n <br />VARIES PER ELEV. <br />5 <br />. <br />a <br />CLEAN OUT REQUIRED <br />'4 <br />FOR INSPECTION <br />Q <br />' <br />I"' FIN. FLR. <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />- <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />ZLU <br />#3 <br />18" <br />>O <br />#4 <br />24" <br />^ <br />U <br />#5 <br />30" <br />.5 <br />31' <br />#7 <br />47 <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />SCALE: &4"=V-0" <br />ow <br />> -. <br />NEW REINF. BAR <br />K � <br />SECURED W/ 2- PART <br />a 0. <br />( <br />EPDXY. MIN. EMBED <br />g <br />5", UNO <br />FOLLOW ALL MANF. <br />V) 0 <br />I <br />SPECIFICATIONS FOR <br />_ <br />Cc <br />USE AND <br />¢� <br />PREPARATIONOF <br />Z w <br />HOLE. <br />W� <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: -0 3/4"=,'"' <br />OFFSET METHOD CONTINUOUS BAR SIZE 488#3 18"11. <br />METHOD #4 24" <br />HORIZONTAUVERTICAL #5 30" <br />REINFORCING �; ;�" <br />L SCALE: 314"=1'-0" <br />#5 BARS <br />0 �1 <br />M <br />a� <br />■ 4 <br />k 'I -0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www-abdesfgngroup.com <br />AA #: 000332B <br />Y <br />s <br />a <br />ac7MM as r oT <br />ABBOTT PARK <br />LOT ##1 <br />BLK. ##9 <br />PROJECT <br />04181.00 -01091 <br />MOa.1T. <br />4EHB <br />"2605-HAYDEN" <br />GwRAaS 8T#WG: <br />LEFT <br />PAGM: <br />DETAILS <br />160 PH W. C <br />