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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR "" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z e <br />c , i •Q. <br />a <br />0 •4. CLEAN OUT REQUIRED <br />K FOR INSPECTION <br />� r l <br />1 <br />. '� '• ;•a <br />TIET/ERTICALREBAR <br />2 <br />'. S • <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE <br />48 BARD[ <br />Z <br />#3 <br />18" <br />g <br />#4 <br />24" <br />HORIZONTAUVERTICAL <br />0REINFORCING <br />SCALE: 3/4"=1'-0•' <br />�W <br />> ::i <br />a <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />a a <br />I <br />EPDXY. MIN. EMBED <br />6", UNO <br />_ <br />FOLLOW ALL MANF. <br />< <br />W <br />I <br />SPECIFICATIONSFOR <br />_ <br />USE AND <br />1- <br />PREPARATION OF <br />HOLE. <br />4 <br />�e <br />.4, <br />, a <br />STEEL REINF. OF <br />BONG BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 314"=T--0' <br />TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR WI I" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV, <br />Al <br />0. . <br />O <br />e <br />v <br />O <br />OFFSET METHOD <br />CONTINUOUS <br />BAR SIZE <br />48 BAR DIA. <br />METHOD <br />#4 <br />24•• <br />HORIZONTAL/VERTICAL <br />#5 <br />30" <br />00 REINFORCING <br />4; <br />36" <br />SCALE: 3l4"=1 <br />#5 BARS <br />a <br />8" <br />aQ <br />CMU UNIT DIMENSIONS <br />Q � ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />3 SCALE: 3l4"=1'-0" <br />SVHDIV dt LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #9 <br />PROJEC <br />0418.007-19091 <br />MODMI4 <br />2554-E301- <br />"DARWIN" <br />GARAGE ®wrid6: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH C <br />m <br />PRINT 5 24 21 <br />DATE: / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.2A <br />