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TIE VERTICAL REBAR <br />HORIZATIONAL <br />EBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />/�O <br />TIE VERTICAL REBAR <br />�c <br />VARIES PER ELEV. <br />Z <br />.. <br />d. <br />.. <br />..� <br />TO HORIZOMAL <br />REBARW/10'HOOK <br />� <br />a <br />a. <br />11 <br />GROUTED BONDSEA. <br />VARIES PER ELEV. <br />-k <br />Z a <br />a <br />O <br />Q <br />p <br />¢ <br />Ii5 BARS <br />FEI <br />10'HOO <br />'$amilJ <br />d <br />I° <br />— 0 <br />° <br />� _ • 0. <br />.Q <br />_� <br /><�� <br />._.a4�, , <br />° <br />a <br />�� • <br />O¢ CLEAN OUT REQUIRED <br />oN <br />m c <br />Q FOR INSPECTION <br />m <br />0 <br />0'-0' FIN. FUR, <br />n TIE RREBAR <br />d <br />• a TO HORIZONTAL <br />o <br />Fl ill <br />°.:- REBAR W/ 10HOOK <br />BAR SIZE 48 BAR OIA. <br />7r-�r <br />• <br />Z� <br />O <br />#3 18" <br />30" <br />CMU UNIT DIMENSIONS <br />� ARE NOMINAL SIZES <br />0,6, <br />OFFSET METHOD CONTINUOUS BAR SIZE 48BARDIA. <br />#e 38' <br />#7 42" <br />HORIZONTALNERTICAL <br />HORIZONTAL/VERTICAL <br />METHOD <br />#4 24- <br />#5 30' <br />MASONRY SYMBOLS <br />3 SCALE:3/4'=1'-0' <br />REINFORCING <br />REINFORCING; <br />SCALE: 3/' <br />42. <br />(D SCALE: 3/4'=1'-0' <br />I N C N IT E C T <br />5 <br />GroouulL�. <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.ebdesig0group.00m <br />AA N: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 3004 <br />TAMPA, FLORIDA 33634 <br />PH: 81S886-28Y8 <br />FAX: 813886-2802 <br />