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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />#5 BARS <br />❑ mi <br />1, 8" �' <br />Q <br />O CLEAN OUT REQUIRED <br />a: FOR INSPECTION <br />m <br />"d III'-1 <br />FIN. FLR. <br />�- <br />a e <br />TIEt RTICAL REBAR <br />TO HORIZONTAL <br />. <br />REBAR W/ 10' HOOK <br />BAR SIZEI 48 BAR DIA. <br />ZCc <br />#3 <br />18" <br />0 <br />#4 <br />24' <br />M U <br />#5 <br />30' <br />#8 <br />38' <br />#7 <br />42' <br />HORIZONTALNERTICAL <br />�� <br />REINFORCING <br />1 <br />SCALE: 3/4'=1'-0' <br />Z <br />'.�. <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />>>- <br />SPACING REQUIREMENTS <br />Q~ <br />mW <br />U <br />¢O <br />Z <br />8' CMU WALL <br />f <br />TOP OF SLAB <br />q' TOP OF SLAB <br />Z w <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIAf <br />EXT. PORCH SLAB <br />4' CHAMFER (1-STORY) <br />. <br />8 <br />#3 18 ' <br />W/ 1/2' ISOLATION <br />8" CHAMFER (2-STORY) <br />JOINT(WHERE <br />- <br />#4 24' .a a <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />R5 30- <br />6' PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#8 38 <br />8' PVC CHASE THRU FOOTING <br />THRU FOOTING <br />p7 q2• <br />MSTEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />(DIHBq� <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ym� <br />Y <br />ffi� <br />b <br />a <br />y <br />C <br />a <br />eunDiV ae LoT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #15 <br />PROJECT <br />04181.000-13151 <br />MODEU <br />4EBB <br />"1828-CALM" <br />GARAGE 8WIIQG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />09 <br />a TE 09/01/20 <br />scAuc: 1/4"=1'-0" <br />SHEET <br />s1.2A <br />