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TIE VERTICALRES R <br />TO HITKXJAL <br />W/1PHOCK <br />/E.__A. <br />GROUTED BOND BEAM <br />71E VERTICAL REBAR <br />JC <br />VARIES PER ELEV. <br />a <br />• <br />4 _ <br />O -a <br />a <br />TO HORIZONTALy- <br />REBARW/iP HOOK <br />GROUTED BOND BEAM <br />C� <br />VARIES PER ELEV. <br />• ' <br />05 BARS <br />• ( <br />a <br />. <br />o <br />10" HOOK <br />C <br />CLEAN OUT REQUIRED <br />r- <br />• ��-1 <br />4 <br />FOR INSPECTION <br />' FIN. FLR . <br />. j4; <br />.• TIE ERTICREBAR <br />A AL <br />4, b • TO HORIZONTAL <br />El4 <br />REBAR W/ 1P HOOK <br />BAR SIZE 48 BAR DIA <br />]F <br />J <br />#3 IT <br />#4 24- <br />24" <br />CMU UNIT DIMENSIONS <br />OFFSET METHOD <br />HORIZONTAWERTICAL <br />CONTINUOUS <br />METHOD <br />BAR SIZE46BAR DIA <br />#4 24 <br />%5 3P <br />#5 30' <br />#6 38 <br />#7 42• <br />HORIZONTAWERTICAL <br />bARE NOMINAL SIZES <br />o'l <br />MASONRY SYMBOLS <br />'K 3 SCALE'. 314"=1'-P <br />�� <br />REINFORCING <br />L <br />REINFORCING <br />SCALE'. 3�4"=1'-0' <br />;� ;� <br />I SCALE'. 314"=1'-P <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />EPDXY. MIN. EMBED <br />�] <br />6", UNO <br />i < <br />"'o <br />FOLLOW ALL MANF. <br />I SPECIFICATIONSFOR <br />USE AND <br />w <br />PREPARATION OF <br />HOLE. <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE. 3M"=1'-O' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-77443078 <br />FAX: 407-774.4078 <br />www.sbdssWigroup.mm <br />L AA #: 0003325 , <br />O <br />4 <br />yQ <br />W <br />Q <br />a <br />Ll <br />:A <br />W <br />x <br />0 <br />mo <br />aunDnr. as LOTS <br />ABBOTT PARK <br />LOT #44 <br />BLK. 7 <br />PRO"WTa: <br />04181.000-44071 <br />Woaau <br />E401 <br />"2828— ENSLEY' <br />GARA0a STIMM: <br />LEFT <br />PAO=: <br />DETAILS <br />160 MPH EXP. C <br />