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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND B EAM <br />TIE VERTICAL REBAR <br />TO HORNTAL <br />VARIES PER ELEV. <br />q <br />REBAR W/ 10" HOOK <br />- <br />GROUTEDIZOBOND <br />BEAM <br />VARIES PER ELEV. <br />° <br />� <br />JJ <br />Q <br />O <br />Q <br />p <br />#5 BARS <br />• <br />m <br />m <br />� <br />• <br />8" <br />1T HOOK <br />M <br />C) <br />—Za <br />,� <br />e ° <br />� <br />AN OUT REQUIRED <br />m <br />1._0.. <br />w <br />� <br />FOR INSPECTION <br />b <br />_ <br />O <br />O <br />� •_0•• <br />a <br />FIN. FUR. <br />A <br />TIE ERREBARTO <br />° <br />HORIZONTAL <br /><I <br />- <br />❑ o <br />❑ <br />' <br />REBAR W/ 10" HOOK <br />RE <br />BAR SIZE 48 BAR DIA. <br />L* <br />Z <br />�0 <br />#3 18" <br />#4 24" <br />CMU UNIT DIMENSIONS <br />y ARE NOMINAL SIZES <br />IJ <br />#5 30 <br />#6 <br />OFFSET <br />METHOD <br />CONTINUOUS BARSIZE 48BARDIA. <br />#3 18" <br />O <br />42" <br />#7 42" <br />METHOD <br />#4 1 24" <br />MASONRY SYMBOLS <br />HORIZONTAUVERTICAL <br />HORIZONTAL/VERTICAL <br />#5 1 30" <br />%� <br />REINFORCING <br />REINFORCING <br />#; ;2• <br />SCALE: 3/4"=1'-0" <br />A N C E I T E C T S <br />Grgn <br />oup- . <br />t41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />—.abdmIgngroup.com <br />AA #: 0003325 Al <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: 813-886-2628 <br />FAX: 813-886-2802 <br />11111111111nnnm <br />StmDIV. ac I.OT: <br />SILVERADO <br />LOT #8 <br />BLK #10 <br />PROJECT* <br />03719.001-08101 <br />MODEL.• <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH VWJI <br />2 <br />D OB/25/21 <br />SCALE: AS NOTED <br />SKEET <br />S1.2A <br />