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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />I BAR Wf I__ <br />' <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />TO HORIZONTAL <br />REBAR W/ <br />GROUTED BOND BEAM <br />Z <br />— <br />VARIES PER ELEV. <br />4. <br />5 <br />3 <br />I. <br />.4 <br />Ir <br />0 <br />K <br />#5 BARS <br />co <br />FEI <br />1d'HOOK <br />4 —�< <br />o_ <br />—� <br />• _a*..-. <br />..e� <br />b CLEAN OUT REQUIRED <br />a <br />Q <br />Q FOR INSPECTION <br />4' <br />0] <br />�IX <br />p <br />0'-0' FIN. FLR. <br />_ O <br />< TIE TICAL REBARTO <br />��; <br />❑ O <br />REBAR /1X HL <br />- REBAR W/ 1 d' HOOK <br />BAR SIZE 48 BAR DIA <br />Z X <br />W <br />O <br />#3 1&, <br />CMU UNIT DIMENSIONS <br />dp ARE NOMINAL SIZES <br />OFFSET METHOD CONTINUOUS BAR#3SIZE 48BAg DIA <br />HORIZONTAL/VERTICAL <br />#6 11' <br />#T 42" <br />HORIZONTAL/VERTICAL <br />METHOD <br />#4 24" <br />«5 3d <br />• <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4"=11 <br />REINFORCING <br />REINFORCING <br />16 <br />n <br />#7 47' <br />SCALE: 3/4"=1'-0" <br />L <br />SCALE: 3/4"=1'-0" <br />W W <br />O U <br />O a <br />NEW REINF. BAR <br />w /n <br />IL a <br />SECURED Wf 2- PART <br />I EPDXY. MIN. EMBED <br />J <br />LINO <br />_ Q <br />FOLLOW ALL MANF. <br />In O <br />SPECIFICATIONS FOR <br />= a, <br />F- m <br />USE AND <br />PREPARATION OF <br />Z <br />W <br />HOLE. <br />.4 <br />4 . <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-0" <br />L"l N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-8078 <br />FAX 407-7744078 <br />www.abdeelgngroup.com <br />AA is 0003326 <br />y <br />d <br />Q <br />O <br />F <br />an <br />E <br />0 <br />OU13DM ae LOT: <br />SILVERADO <br />LOT 26 <br />BLK 18 <br />PROJECT# <br />04128.002 26181 <br />1LODEL <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BTIMM <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DATE*- 04/06/20 <br />SCALE: 1/4"=1'-0" <br />sI;EET <br />S1.2A <br />