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TIE VERTICL REBAR <br />TO HORI- I— <br />' . HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />C. <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />f <br />d <br />d <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />f <br />4 <br />#5 BARS <br />• <br />m <br />10" HOOK <br />I, <br />6 <br />CLEAN OUT REQUIRED <br />1 ° <br />•• <br />��• <br />�_ <br />�•-�,-a•' ° <br />y� <br />*8 <br />—� • <br />3 <br />mFOR <br />INSPECTION <br /><� <br />�' <br />d <br />O <br />I, <br />�, <br />a <br />d <br />0'-0' FIN. FLR. <br />0 <br />N <br />° <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOT( <br />—` <br />T— <br />BAR SIZE 48 BAR DIA <br />'.. <br />#3 18" <br />EISNS <br />OFFSET METHOD <br />HORIZONTAUVERTICAL <br />IZE' <br />CONTINUOUS BAR#'-RDIA. <br />METHOD #4 24' <br />#5 30" <br />h #5 30' <br />#5 <br />#7 42' <br />HORIZONTAUVERTICAL <br />ARE NOMINALSI <br />• <br />�MASONRY SYMBOLS <br />>k' 3 SCALE 3/4"=r-a' <br />1 <br />REINFORCING <br />n <br />REINFORCING <br />#5 3Z' <br />#7 4Z' <br />SCALE: 3/4"=1'-d' <br />u� <br />I NEW REINF. BAR <br />sit <br />SECURED W/2-PART <br />EPDXY. MIN. EMBED <br />I <br />J <br />m d <br />8", UNO <br />FOLLOW ALL MANE. <br />o <br />I SPECIFICATIONS FOR <br />USE AND <br />J # <br />PREPARATION OF <br />HOLE. <br />. d <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.°°m <br />AA #: 0003325 <br />o <br />y <br />q <br />C <br />sysDLv. ae Lo <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PLlOdECT# <br />04181.000-321 3 <br />MODEL• <br />4EHB <br />"2605- HAYDEN" <br />GA1<AGE EVMM: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. Cj <br />Sti. <br />u <br />DA � 08/31/21 <br />SCALE. 1/4"=1'-0" <br />SHEET <br />s1.2A <br />