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VERTICAL REBAR <br />CALF! <br />TO HORIZATIONAL <br />BAR W/ <br />/—Tl'E <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />• <br />6. <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />� <br />a <br />GROUTED BONDROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z a <br />� <br />11 <br />0 <br />O <br />#5 BARS <br />1a <br />rol <br />FM <br />8, <br />I <br />IT <br />10"HOOK <br />d <br />�:a <br />• a<.a.._°' <br />d <br />••�aZa <br />_°'° <br />CLEAN OUT REQUIRED <br />m <br />0-a' <br />0: FOR INSPECTION <br />d <br />L <br />OI <br />" FIN. FLR. <br />of <br />O <br />- •a <br />�' - TIE ERREBAR <br />j <br />° <br />. v TO HORIZONTAL <br />aI <br />❑ b <br />° <br />de REBAR W/10"HOOK <br />_ <br />BAR SIZE 48 BAR DIA. <br />• <br />-. <br />Z W <br />"� 00 <br />#3 16, <br />#5 30" <br />CMU UNIT <br />;o ARE NOMINAL DIMENSIONS <br />0,6, <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BA8R DIA. <br />/6 36" <br />#7 4K <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />METHOD <br />#4 24" <br />#5 30" <br />MASONRY SYMBOLS <br />3 SCALE'. 3/4"=V-0" <br />REINFORCING <br />n <br />2 <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />� SCALE: 3/" <br />1RCNITECTS <br />GrouoLn <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774{078 <br />FAX: 407-7744078 <br />www.abdesipgroup.eom <br />AA #: 0003325 / <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813586-2628 <br />FAX: 813-886-2802 <br />DATE 07/12/21 <br />SCALE: AS NOTED <br />SHEET <br />S1. 2A <br />