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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BONG BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />GROUTED SON. BEAM <br />Z <br />VARIES PER ELEV. <br />° <br />0. <br />a <br />I!• <br />p <br />#5 BARS <br />0� <br />1 <br />0 <br />10' HOO <br />S„ <br />..� <br />'• �� <br />•' °!-��:� <br />' . <br />° <br />CLEAN OUT REQUIRED <br />0 Z <br />p c� <br />11 <br />�,-0„ <br />FOR INSPECTION <br />m <br />HE <br />•' (_ <br />M <br />0'-0" FIN. FLR. <br />° <br />- -� - TIE ERTICAL REBAR <br />'d.'� - a.• TO HORIZONTAL <br />.I <br />9 <br />Ell <br />REBAR W/ 10" HOOK <br />—•+— <br />I BAR SIZE F48 BAR OIA. <br />7r <br />Z W <br />M� <br />#3 1 18" <br />#4 24" <br />1, <br />C <br />Q io AMU UNIT DIMENSIONS <br />RE NOMINALS <br />SIZES <br />OFFSET METHOD CONTINUOUS BAR SIZE 48BARDIA. <br />36 <br />#T ar' <br />HORIZONTAUVERTICAL <br />HORIZONTALNERTICAL <br />METHOD <br />as za" <br />��/ MASONRY SYMBOLS <br />3 SCALE:34"=7'-0" <br />�� <br />REINFORCING <br />� <br />G <br />REINFORCING; <br />SCALE: 3/4"=l'-0" <br />42. <br />SCALE: 3l4"=T-O" <br />8"x8" MASONRY COLUMN W/ <br />(2) #5'S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />M& EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/#5 <br />m DOWEL IN FOUNDATION. <br />%DOUBLE FILLED CELL <br />6 <br />G99 a <br />441 N. RONALD REAGAN BLVi <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />WWW. M"Wlgmup.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: 813888.2628 <br />FAX: 81341IM2802 <br />