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TIE VERTICAL REBARc <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />Z <br />f <br />GROUTED BONDBEAM <br />VARIES PER ELEV. <br />Z_ <br />EE <br />5 <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />•a I TIE VERTICAL REBAR <br />• n TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />z #3 1a" <br />0 #4 24" <br />U #5 30" <br />#6 36" <br />#7 47' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />1 SCALE: 3/4"=1'-0" <br />8" x8" MASONRY COLUMN W/ <br />(2) #S'S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE IN OF THE INTERIOR <br />& EXTERIOR FACES OF THE <br />BLOCK AS SHOWN <br />f3X❑ © I <br />N <br />DOWEL IN FOUNDATION <br />DOUBLE FILLED CELL <br />4 <br />OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. <br />METHOD #4 1 z4' <br />HORIZONTAL/VERTICAL #5 30" <br />REINFORCING ##77'6 42' <br />2 <br />SCALE: 3/4"=1'-0' <br />#5 BARS <br />l.1 Z <br />E f <br />�o <br />0• <br />a <br />* 1 0 <br />CMU UNIT DIMENSIONS <br />�p ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />3 SCALE 3/4"=T-0' <br />L <br />DESIGN GROUP <br />RAFTING INC. <br />AUMONT CENTER BLVD.SUITE 1004 <br />PA, FLORIDA 33634 <br />H: 813-886.262S <br />X: 813.886-2802 <br />9UHDIV. dt LOT: <br />SILVERADO <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />03719.000-15102 <br />MODEL <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />