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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />g <br />FOR INSPECTION <br />Il <br />0'-0" FIN. FUR. <br />d' <br />TIE RTICAL REBAR <br />2 <br />TO HORIZONTAL <br />, <br />REBAR W/ 10" HOOK <br />—a— <br />BAR 512E 48 BAR DIA. <br />e <br />#3 1 18" <br />E 8 <br />M <br />#4 24" <br />#S 30" <br />#6 36" <br />#7 47' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=T-0' <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />EPDXY. MIN. EMBED <br />a <br />6", UNO <br />o <br />FOLLOW ALL MANK <br />SPECIFICATIONS FOR <br />I <br />USE AND <br />j <br />PREPARATION OF <br />HOLE. <br />G <br />4 <br />a. <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=T-0' <br />A <br />i <br />N <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />METHOD #4 24" <br />HORIZONTAUVERTICAL #6 3U' <br />REINFORCING , 42', <br />L SCALE: 3/4"=1' 0" <br />EXT. PORCH SLAB <br />W/ 1/7' ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d SPACING REQUIREMENTS <br />3¢ <br />s 8" CMU WALL <br />"— i � <br />TOP OF SLAB T <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />BAR SIZE 48 BAR DIA. -fE <br />6" CHAMFER(2STORY) <br />a <br />#4 <br />24" <br />MATCH STEEL <br />a <br />?r <br />REINFORCEMENT„ <br />PER SCHEDULE <br />� <br />#7 <br />47' <br />SEE SCHEDULE <br />W FOR O,MRSEE <br />ANDM <br />PVC CHASE <br />THRU FOOTING <br />5 <br />SCALE: 3/4"=1'-0" <br />#S BARS <br />a <br />a� <br />F164 <br />FE <br />XV-0. <br />-�Y <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />SCALE: 3/4"=T-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-8078 <br />FAX: 407-7744078 <br />www.abdealgngrou p.com <br />AA #: 0003325 <br />n <br />FF� <br />O <br />® <br />W <br />_ <br />V <br />I <br />I <br />BtmDzv. Ae LOT <br />ABBOTT PARK <br />LOT #9 <br />BILK #14 <br />PHASE #4C <br />PROJECT# <br />04181.04C-09141 <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAB 02/07/22 <br />SCALEL: 1/4"=1'-0" <br />sum I <br />s1.2A <br />