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TIE VERTICAL REBAR <br />�c <br />TO HORIZONTAL <br />REBAR W, 1d' HOOK <br />/ � <br />Z <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z <br />• i as <br />Ig <br />Q <br />5 CLEAN OUT REQUIRED <br />w FOR INSPECTION <br />RI <br />o <I' <br />- <br />04 FINAL . FLR. <br />•a . - <br />TIE RTICREBAR <br />TO HORIZONTAL <br />n <br />REBAR W/ 1d' HOOK <br />BAR SIZE 148 BAR DIA <br />Z� <br />#374"'.. <br />0 <br />#4 <br />U <br />#5 <br />06#7 <br />HORIZONTALNERTICAL <br />REINFORCING <br />&____SCALE <br />3/4"=V-9' <br />W W <br />02 <br />5; J <br />NEW REINF. BAR <br />K N <br />n- a <br />I <br />SECUREDW/2-PART <br />EPDXY. MIN. EMBED <br />g <br />6, UNO <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />_ <br />I <br />USE AND <br />Q <br />PREPARATION OF <br />Z <br />HOLE. <br />W� <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 34'=1•-9' <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />METHOD #4 24 <br />HORIZONTAL/VERTICAL * <br />�,� REINFORCING ;�• <br />#5 BARS <br />■ <br />" B" I. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />h <br />J <br />m <br />MIMS <br />3 <br />SvBDIV. & LO <br />ABBOTT PARK <br />LOT #18 <br />BLK. #7 <br />PROJECT# <br />04181.000-18071 <br />MODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SIIIN7G: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 05/06/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.2A.10 <br />ll�k <br />