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TIE VERTICAL REBAR <br />OHORIZATONALEBAR <br />W/10"OOKROUTED <br />BOND BEAM <br />r�R. <br />TIE VERTICAL REBAR <br />�c- <br />VARIES PER ELEV. <br />TO HORIZONTAL <br />REBAR W/ 10"HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />° <br />#5 BARS <br />0 <br />0 <br />� <br />m <br />-_- 10'HOOK <br />B" <br />S CLEAN OUT REQUIRED <br />lo <br />FOR INSPECTION <br />a <br />� <br />a <br />0'-0" FIN. FLR. <br />, <br />• - TIE ERTICAL REBAR <br />1 <br />TOHORIZONTAL <br />°1� <br />❑ § <br />REBAR W/ 10" HOOK <br />�— <br />BAR SIZE 48 BAR DIA. <br />°. <br />-. <br />o <br />� U <br />#3 18" <br />#4 24" <br />CMU UNIT DIMENSIONS <br />Q ARE NOMINAL SIZES <br />36, <br />#6 36" <br />OFFSET METHOD <br />BAR SIZE 48 BAR DIA. <br />CONTINUOUS <br />�k <br />#7 42' <br />METHOD <br />24' <br />", �} MASONRY SYMBOLS <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />#5 30" <br />`, 3 SCALE: 3/4"=V-0' <br />REINFORCING <br />2 REINFORCING <br />SCALE: 3/4"=1'-0" <br />#36" <br />#�S 4r' <br />_ <br />SCALE: 3l4"=1'-0" <br />1° <br />SON <br />I NEW REINF. BAR <br />I SECURED W/2-PART <br />EPDXY. MIN. EMBED <br />UNO <br />g <br />FOLLOW ALL MANF. <br />o <br />I SPECIFICATIONS FOR <br />USE AND <br />m <br />w <br />PREPARATION OF <br />HOLE. <br />d <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=V-0" <br />JUN <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL3276O <br />PH: 407-7746078 <br />FAX: 407.7744078 <br />www.abde$igngroup.com <br />AA #: 0003326 <br />F <br />Z <br />QLu <br />aIVSDIV. & LOT <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT* <br />04181.000-30071 <br />UODEU <br />E401 <br />"2828— ENSLEY" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH A C <br />