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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />5 <br />p 4. CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />0 <br />' <br />0`0 FIN. FLR. <br />TIE ERTICALREBAR <br />. '4_• <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA. <br />Z� <br />#3 18" <br />U <br />#4 24" <br />#5 30" <br />#7 42" <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />SCALE: 3/4"=1 <br />8'k8" MASONRY COLUMN W/ <br />(2) #5'S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />& EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/ #5 <br />m <br />❑ © <br />DOWEL IN FOUNDATION. <br />DOUBLE FILLED CELL <br />4 SCALE: 3/4'=1'-0" <br />A <br />Z <br />f <br />OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. <br />#3 1 18" <br />METHOD 724" <br />HORIZONTAL/VERTICAL #5 30" <br />REIN/4"=1'-0"FORCING #6 35 <br />2 #7 42" <br />SCALE: 3 <br />#5 BARS <br />a1 <br />" 8" . <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />Gt' <br />roin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdeelgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-SOS-262S <br />FAX: 813-886.2802 <br />9VHa:v da I.oT <br />SILVERADO <br />LOT #7 <br />BLK #10 <br />PROJECT <br />03719.000 07102 <br />acoaErs <br />2368— B <br />GARAGE EWIING. <br />LEFT <br />PAGE: <br />DETAILS <br />%150APH E B <br />