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TIE VERTICAL REBAR <br />77 <br />A! C N I T I C IT <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />� <br />g <br />,. <br />n. <br />4 <br />° <br />a <br />� <br />-" <br />' 9 <br />a�� <br />TO HORIZONTAL <br />IZONTAL <br />REBAR W/ 10" HOOK <br />Design <br />GROUTED BOND BEAM <br />N <br />Grou .. <br />— VARIES PER ELEV. <br />r' <br />° <br />1441 N. RONALD REAGAN BLVD. <br />z <br />LONGWOOD, FL32750 <br />° <br />PH: 407-774-6078 <br />FAXV <br />w.a: 407-77 4078 <br />ngroup.eom <br />www.abde mup.c <br />g0 <br />a0 <br />AA #: 0003325 <br />0 <br />It <br />of <br />< m <br />#5 BARS <br />v <br />■ <br />10" HOOK <br />0 <br />CLEAN OUT REQUIRED <br />,a <br />o <br />K <br />- <br />FOR INSPECTION <br />.Q <br />m <br />m <br />_ <br />Fe <br />I o <br />O <br />th <br />0'-o FIN. FLR. <br />O <br />° <a <br />TIE ERREBAR <br />j <br />° <br />TO HORIZONTAL <br />o <br />- <br />REBAR W/ 10' HOOK <br />e� <br />0. <br />yh <br />R <br />e� <br />C <br />2 <br />BAR SIZE 48 BAR DIA. �P 0 <br />#4 24" ° CMU UNIT DIMENSIONS <br />M OU #5 30' ap� ARENOMINALSIZES <br />#S 36, OFFSET METHOD CONTINUOUS BAR�3IZE 48BA8RDIA. •� _ <br />#7 42" METHOD #4 21V MASONRY SYMBOLS <br />HORIZONTAL/VERTICAL HORIZONTALNERTICAL <br />#5 30" 3 SCALE: 3/4"=1'-0" <br />REINFORCING <br />SCALE: 3/4"=1'_0" G SCALE: REI3/4„=1-0„ <br />Lu <br />e"x8"MASONRY COLUMN W/(2) #5'S ARE DESIGNED TO BEPLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />8 EXTERIOR FACES OF THE <br />❑ © 0 BLOCK AS SHOWN <br />m DOWEL IN FOUNDATION. <br />DOUBLE FILLED CELL <br />4 SCALE: 3/4"=1'-0" <br />14 <br />SUSDIV. & LOT: <br />SILVERADO <br />LOT #10 <br />BLK #16 <br />PROJECT# <br />03719.001-10161 <br />MODEL— <br />"2045-LANTANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. Bj <br />DA E: 7/9/21 <br />SCALE: 1/4"=V-0" <br />SHEET <br />S1.2A <br />