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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />A. 4:. <br />#5 BARS <br />CLEAN OUT REQUIRED-0„ <br />FOR INSPECTION <br />0 <br />•. <br />O' ' FIN. FLR. <br />TIE RTICAL REBAR <br />TO 3 <br />❑ 4 <br />. REBAR / 10" HOOK <br />REBAR W/,0" HOOK <br />BAR SIZE 48 BAR DIA. <br />�c �� <br />#3 18' <br />h <br />CMU NUNIT DIMENSIONS <br />to ARE OMINAL SIZES <br />#� 42" <br />HORIZONTAWERTICAL <br />g/� MASONRY SYMBOLS <br />`,I,' SCALE: 3/4••=,'-0" <br />REINFORCING <br />SCALE: 3/4"=1'-(Y' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />SPACING REQUIREMENTS <br />m <br />6 K <br />8" CMU WALL <br />D, <br />• - <br />TOP OF SLAB <br />ev. <br />- 4 <br />TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (15TORY) <br />BAR SIZE 48 BAR DIA. f�Q <br />19 <br />'4 4 <br />- <br />W/ 1/Z' ISOLATION <br />6" CHAMFER (2STORY) <br />#3 <br />JOINT (WHERE <br />• <br />#4 <br />24" <br />APPLICABLE) <br />MATCH STEEL <br />#5 <br />30" <br />4•j <br />6" PVC CHASE <br />g <br />F <br />REINFORCEMENT,• <br />THRU FOOTING <br />PER SCHEDULE <br />6'• PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />SEES HEDULE <br />PER SCHEDULE <br />FOR W[D, BAR SIZE <br />AND MR QUANTITY <br />PVC CHASE <br />E)ItLR� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX 407-7744078 <br />WWW.ebdesigngroop.com <br />AA #: 0003325 <br />P.1 <br />V <br />ILL <br />F-summ ee LAT <br />ABBOTT PARK <br />LOT #22 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-22121 <br />MODEIt <br />4EBB <br />"1828-CALI" <br />GARAGE 8l1/ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT <br />A 02/07/22 <br />aCALE: 1/4"=V-0" <br />01NMOT <br />S1.2A. <br />