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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />.. <br />C . <br />TO HORIZONTAL <br />rRE-AR WI 10" HOOK <br />g <br />d' <br />N <br />GROUTED BONG BEAM <br />Z <br />VARIES PER ELEV. <br />d <br />° <br />i <br />A. <br />CL <br />tr° <br />o <br />0 <br />It <br />#5 BARS <br />E10" <br />• <br />m <br />6° <br />HOO <br />J <br />d <br />�_' <br />_� <br />��•' <br />_� <br />n <br />_�. <br />O CLEAN OUT REQUIRED <br />�-0„ <br />FOR INSPECTION <br />O <br />d <br />0'O" FIN. FLR. <br />O <br />�+ <br />. : •a TIE ERTICAL REBAR <br />'. e.e TO HORIZONTAL <br />REBAR WNO"HOOK <br />BAR SIZE 48 BAR DIA. <br />° <br />2 <br />O <br />#3 18 <br />DIMENSIONS <br />m ARE NOMINAL SIZES <br />30„ <br />#s <br />#T 42" <br />OFFSET METHOD <br />CONTINUOUS BAR SRE 488AR DIA. <br />METHOD ##44 2# <br />� <br />MASONRY SYMBOLS <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />#5 1" <br />, <br />'K 3 SCALE: 3/4"=V-0" <br />REINFORCING <br />�� <br />REINFORCING <br />"„; 42. <br />SCALE:3/4"=V-0" <br />8"x8" MASONRY COLUMN W/ <br />(2) #68 ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />8 EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/ #5 <br />❑ w © DOWEL IN FOUNDATION. <br />DOUBLE FILLED CELL <br />F <br />1 R 6 N I T! C T I <br />Groom <br />11 N. RONALD REAGAN B1 <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX 407.7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />BUNDM de LOT: <br />SILVERADO <br />LOT: 9 <br />BLK: 14 <br />IIPROJ=Ty <br />03719.000- 09141 <br />MODEL <br />"2045-LANTANA" <br />GARAGE BWDTG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP <br />DATM- 01/28/21 <br />8CALE: 1/4"=1'-0" <br />WNW= <br />S1.2A <br />