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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />OK RESAR W/ 10"HO <br />GROUTED BOND BEAM <br />a <br />Q <br />m <br />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 />0'-0" FIN. FLR. <br />TIE ERTICAL RESAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />z LU <br />#3 18" <br />#4 24" <br />m U <br />#5 30" <br />#6 36" <br />#7 47 <br />HORIZONTAUVERTICAL <br />1 <br />REINFORCING <br />SCALE: 3/4".1'-0" <br />-� <br />■--NO-- <br />■- <br />,• <br />1001100110NION_■ <br />■- <br />�--�-■ <br />_m_--m__ <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />METHOD #4 2<" <br />HORIZONTAUVERTICAL #5 30" <br />REINFORCING +� 36" <br />.Z #7 42" <br />SCALE: 3/4".1'-0" <br />� VARIES PER ELEV. <br />#5 BARS <br />■ m1 <br />0 <br />[Eli <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O 3 MASONRY SYMBOLS <br />SCALE: 3/4".V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />W W W.&bdesWngroup.com <br />L AA M: 0003325 J <br />O <br />C <br />F <br />a <br />a <br />DATE: 08/20/ 88 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />s1. 2A <br />