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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />a0 <br />' <br />d-0" FIN. FLR. <br />•a a <br />TIE ER TICAL REBAR <br />TO HORIZONTAL <br />• <br />REBARW/10"HOOK <br />BAR SIZE 48 BAR CIA. <br />ZLU <br />#3 <br />18" <br />#4 <br />1. <br />M U <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />(D <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 ( <br />SPACING REQUIREMENTS <br />mW <br />J. <br />IL <br />Z <br />S' CMU WALL <br />O <br />0 <br />M <br />I ' <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2STORY) <br />Is Z MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 314"=1'-0" <br />TOP OF SLAB <br />q' <br />TOP OF 3LAB <br />BAR SIZE <br />48 BAR DIX <br />f > <br />a <br />#4 <br />24•' <br />— <br />ia <br />#5 <br />30" <br />#6 <br />36' <br />6" PVC <br />CHASE THRU FOOTING <br />#7 <br />42" <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 327B0 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeaigngroup:com <br />L AA #: 0003325 J <br />04 <br />04 <br />a <br />I: <br />d <br />UaFjC <br />^J <br />e <br />J <br />h <br />V <br />C <br />ITIh <br />ou <br />O <br />SuHDIV. at i.O'P: <br />ABBOTT PARK <br />LOT #17 <br />BLK #8 <br />PROJECT# <br />04181.000-17081 <br />MODZIA <br />4EAB <br />"1672-ARI9' <br />GARAGE 81►MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH E . C <br />