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TIE VERTICAL REBARc <br />TO HORIZONTAL / � <br />REBAR W/ 10" HOOK <br />a <br />GROUTED BOND BEAM <br />o CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-' FIN. FLR. <br />! <br />TIE ERTICALREBAR <br />b <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA, <br />#3 1 S" <br />#4 24" <br />m <br />#5 30" <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />SCALE: 31'-0' <br />NEW REINF. BAR <br />u <br />SECURED W/2-PART <br />EPDXY. MIN. EMBED <br />g <br />s", UNO <br />i 3 <br />"o <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />I <br />USE AND <br />PREPARATION OF <br />HOLE. <br />47 '.4 <br />4, r ^' <br />- � <br />4 , <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=1'17' <br />OFFSET METHOD CONTINUOUS BAR SIZE 4S BAR DIA. <br />#3 16, <br />METHOD #4 24" <br />HORIZONTAL/VERTICAL 05 30" <br />REINFORCING #6 36 <br />2 #7 42' <br />SC <br />#5BARS <br />FEll <br />8" - <br />r-v <br />FM 4 <br />A, <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.a bdesigngmup.com <br />AA #: 0003325 <br />a <br />Q <br />1�r1 <br />❑ <br />F <br />& r oPARK <br />#14 <br />#9 <br /># <br />04181.000-14091 <br />moaEr.9 <br />E401 <br />"2828—ENSLEY" <br />GARAGE 8WD9G: <br />RIGHT <br />PAGE: <br />DETAILS <br />0 H E A C <br />