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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />PER <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />a <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />d.bREBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA <br />Z#3 1S' <br />LLI <br />O #4 24" <br />M U #5 30" <br />#5 36„ <br />#7 42' <br />HORIZONTALNERTICAL <br />0 REINFORCING <br />W <br />O d <br />NEW REINF, BAR <br />SECURED W/ 2- PART <br />a <br />( <br />EPDXY. MIN. EMBED <br />g <br />6, LINO <br />= <br />FOLLOW ALL MANF. <br />4 <br />N O <br />I <br />SPECIFICATIONS FOR <br />_ <br />USE AND <br />8 C <br />PREPARATION OF <br />Z D <br />HOLE, <br />a <br />a -Q <br />..a n <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 31W'=1'-0" <br />A <br />_Z <br />c <br />OFFSET METHOD CONTINUOUS M#7 <br />48 BAR DIA. <br />18" <br />METHOD 24' <br />HORIZONTALNERTICAL 30' <br />REINFORCING 311 <br />2 42" <br />SCALE: 3!4"=1'-0" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />MAA <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.ebdesigngroup.com <br />AA #: 0003326 <br />E <br />a <br />q�s <br />0 <br />� <br />n <br />sUDDIV. & Loll <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJECT1p <br />041 1.00 — 1111 <br />MODEU <br />2554—E301 <br />"DARWIN" <br />GARAGE 8VfD40: <br />LEFT <br />PAGE: <br />DETAILS <br />160MPH E C <br />