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TIE VERTL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />�_. <br />g <br />° <br />TO HORIZONTAL <br />REBAR W/ td' HOOK <br />a <br />GROUTED BOND BEAM <br />N <br />J,° <br />VARIES PER ELEV. <br />— <br />• I �• <br />#5 BARS <br />o <br />— <br />1d'HOOK <br />° <br />e <br />LLU31 <br />a <br />d <br />~� <br />5 <br />� <br />o CLEAN OUT REQUIRED <br />�-e <br />�� <br />' • �.,_ <br />a��q <br />FOR INSPECTION <br />a <br />oo <br />0'-0" FIN. FUR. <br />° <br />< TIE ERTICAL REBAR <br />d.� <br />11 <br />TO HORIZONTAL <br />al� <br />?? <br />FE <br />REBAR W/ 10" HOOK <br />—` <br />T— <br />BAR SIZE 48 BAR DIA. <br />° <br />- <br />#3 4 <br />#4 2 <br />CMU UNIT DIMENSIONS <br />OFFSET <br />METHOD <br />CONTINUOUS <br />BARSIZE 48 --AR"A <br />ARE NOMINAL SIZES <br />HORIZONTAWERTICAL <br />HORIZONTAWERTICAL <br />METHOD <br />8. <br />� <br />#4 24" <br />#s 3a' <br />• <br />O MASONRY SYMBOLS <br />* 3 SCALE:3/4"=1'-a' <br />REINFORCING <br />�� <br />REINFORCING <br />;2. <br />SCALE: 3/4"=1'-0" <br />NEW REINF, BAR <br />SECURED W/ 2- PART <br />EPDXY. MIN. EMBED <br />UNO <br />FOLLOW ALL MANF. <br />I SPECIFICATIONSFOR <br />z <br />USE AND <br />PREPARATION OF <br />HOLE. <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesigngroup.com <br />L AA S: 0003325 <br />1 <br />` <br />m <br />pppQ <br />F <br />Summv. Ag LOT <br />ABBOTT <br />PARK <br />LOT# 28 <br />BLK# 7 <br />PROJECT* <br />04181.000-28071 <br />MODICU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 81IING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />