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rj—T'EVER <br />TICS <br />L REBARc <br />TO HORIZOTAL Z <br />REBAR W/ HOOKGROUTED OND BEAM i\ <br />VARIES PER ELEV. •' <br />tV <br />a <br />a <br />� CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />a <br />0`0 FIN. FLR. <br />TIE ERTICAL REBAR <br />< <br />TO HORIZONTAL <br />- <br />REBAR W/10"HOOK <br />tee_ <br />BAR SIZE 48 BAR DIA. <br />Z� <br />#3 18" <br />U <br />#4 24" <br />#5 30 <br />#6 36" <br />#7 42 <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />(D- <br />SCALE: 3/4"=1'-0" <br />8"xil" MASONRY COLUMN W/ <br />(2) #5'S 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 <br />ro <br />❑ © <br />DOWEL IN FOUNDATION <br />DOUBLE FILLED CELL <br />4 SCALE: 3/4"=1'-0" <br />OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA. <br />#3 19' <br />METHOD #4 24" <br />HORIZONTAL/VERTICAL #5 30" <br />REINFORCING .1 <br />L SCALE: 3/4"=1'-0" <br />#5 BARS <br />a <br />8" 1. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />A E C N I T E C T f <br />Design <br />Grou . . <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />0 <br />eF <br />C <br />9U13DIV. & LOT: <br />SILVERADO <br />LOT #19 <br />BLK #10 <br />PROJECT/ <br />03719.001-19101 <br />MODEL <br />"2045-LWANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />