Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ ia' HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />�c <br />VARIES PER ELEV. <br />.,9 <br />TO HORIZONTAL <br />REBAR W/ ta' HOOK <br />GROUTED BOND BEAM <br />N <br />J. <br />z <br />a <br />VARIES PER ELEV. <br />a <br />d <br />t I •e <br />#5 BARS <br />a <br />$ <br />1 <br />o� <br />ta' HOOK <br />I, <br />8. <br />d <br />•-e <br />CLEAN OUT REQUIRED <br />t� <br />��, <br />°, e <br />9 <br />FOR INSPECTION <br />r , <br />•• b <br />0'-0" FIN. FLR. <br />71E RTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/1a'HOOK <br />`y <br />BAR SIZE 4B BAR D1A <br />�� <br />#3 16 <br />CMU UNIT DIMENSIONS <br />OFFSET METHOD <br />CONTINUOUS BARSIZE 46 BAR DIA. <br />h 6 36' <br />#6 36" <br />ARE NOMINAL SIZES <br />HORIZONTAUVERTICAL <br />#7 42" <br />HORIZONTAL/VERTICAL <br />METHOD <br />#4 24' <br />*� 3a' <br />�/ MASONRY SYMBOLS <br />�' 9 SCALE 34"=1'-0" <br />�� <br />REINFORCING <br />NF <br />REIORCING <br />3/4"=1'-0" <br />#7 47 . <br />NEW REINF, BAR <br />5� <br />SECURED W/ 2- PART <br />w <br />EPDXY. MIN. EMBED <br />( <br />g <br />6°, UNO <br />FOLLOW ALL MANF, <br />8 <br />SPECIFICATIONS FOR <br />I USE AND <br />j 8 <br />PREPARATION OF <br />HOLE. <br />d <br />d <br />d. <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: <br />F <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX: 407-7744078 <br />www.Abdesigngroup.eom <br />L AA Y: 0003326 � <br />UJ <br />0 <br />A ofi <br />BLK #13 <br />PHASE jL4B <br />PROJECT* <br />04181.04B-13131 <br />acOiiErt <br />E401 <br />"2828-ENSLEY' <br />GAR SwsxG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT 02 07 22 <br />DATE: / / <br />S c AL.E: 1 /4"=1'— 0" <br />SHEET <br />S1.2A <br />