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TIE VERTICAL REBAR <br />TO HORIZATIO, L <br />REBAR W/ td' HOOK <br />GROUTED E.N. BEAM <br />TIE VERTICAL REBAR VARIES PER ELEV. <br />TO HORIZONTAL °. <br />REBAR i <br />W/td'HOOK <br />GROUTED BOND BEAM N <br />— VARIES PER ELEV. <br />c 1441 N. RONALD REAGAN BLVD <br />i <br />� • LONGWOOD,FL32T60 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />I• • - www.abdasigngroup.com <br />#S BARS AA lf: 0003326 <br />1d' HOOK <br />— <br />- <br />° <br />v <br />17-4 <br />� <br />< <br />CLEAN OUT REQUIRED <br />° ^'�; <br />—_ <br />• —a,.., ° <br />�' <br />8 <br />FOR INSPECTION <br />°.�4. <br />; <br />0'-0" FIN. FUR. <br />b <br />°. • <br />TIE RTICALREBAR <br />IT <br />.. e <br />° - <br />To HORIZONTAL <br />§ <br />REBAR W/ td' HOOK <br />904 <br />$ <br />A <br />A <br />a <br />L9i <br />BAR SIZE 48 BAR DIL <br />z rc #3 18 <br />i #5 30" Q m� ARE NOMINAL SIZESN3 <br />BARSIZE 48 BARDIA <br />#s W. OFFSET METHOD CONTINUOUS . <br />#7 42' METHOD #4 241 O MASONRY SYMBOLS <br />HORIZONTALNERTICAL HORIZONTALNERTICAL #5 30" � 3 SCALE: 3/#'=l'-0l' H <br />REINFORCING REINFORCING #7 42' W <br />#7 47' L <br />SCALE: 3l4"=1'-0" G SCALE: 3/4"=1'-d' O <br />a I NEW REINF. BAR <br />> 2 BECUREO W/ 2- PART <br />rc °K EPDXY. MIN. EMBED <br />5 6.. UNO <br />m <br />FOLLOW ALL MANE <br />o <br />SPECIFICATIONS FOR <br />USE AND <br />w G <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'-d' <br />acrsa:v ac IAT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECT# <br />04181.000-23091 <br />MOaEIA <br />3EEB <br />"2260—ELSTON" <br />GARAGE awtNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . <br />JUN 0 <br />tAmR. �23 <br />P 05/25/21 <br />GATE <br />DCA=: 1/4"=1'-0" <br />3IiEET <br />s1.]A <br />