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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />1 VARIES PER ELEV <br />g <br />a <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />�i <br />& • - � TIEtiERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ W' HOOK <br />_,II�` BAR SIZE 48 BAR DIA. <br />Z W #3 18' <br />#4 24' <br />U #5 30" <br />#6 38" <br />#7 47' <br />HORIZONTAL/VERTICAL <br />0 REINFORCING <br />SCALE: 314"=1'-0" <br />�W <br />m <br />NEW REINF. BAR <br />K N <br />SECURED W/ 2- PART <br />(L <br />I <br />EPDXY. MIN. EMBED <br />g <br />6", LINO <br />= <br />FOLLOW ALL MANF. <br />g <br />SPECIFICATIONS FOR <br />_ <br />USE AND <br />Q <br />PREPARATION OF <br />Z <br />HOLE. <br />e. <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=1'-0" <br />A <br />Z <br />OFFSET METHOD CONTINUOUS BAR SIZEI 48 BAR DIA. <br />METHOD ##44 za" <br />HORIZONTAL/VERTICAL <br />G) SCALE: 3/REINFORCING <br />#5 BARS <br />117D ro.1 <br />8" .. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngfoup.com <br />AA #: 0003325 <br />g <br />r <br />O <br />i <br />d <br />A <br />a <br />mm <br />svHDIV, Ale L074 <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT# <br />04181.000-32121 <br />1LODELa <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />