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TIE. VERTICAL REBAR <br />TO HORIZONTAL <br />TO10" <br />HOOK <br />GROUTED 80ND BEAM <br />VARIES PER ELEV. <br />- <br />Z <br />N <br />1 , <br />a. <br />a - <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />a i <br />' <br />0'-0" FIN. FLR. <br /><a a <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />///���11ii��''-- <br />>O <br />#4 <br />24" <br />U <br />#5 <br />30' <br />#6 <br />36" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />0 <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH S <br />WI 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />THRU FOOTING <br />SLAB <br />z <br />O <br />W <br />a <br />m <br />U <br />J <br />oNo5z <br />b 4N L <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />s <br />SEE SLAB SCHEDULE W <br />BAR SIZE 48 BAR DIA. > <br />4"CHAMFER (I -STORY) BAR <br />18" <br />6" CHAMFER (2STORY) <br />• #4 24" <br />Z MATCH STEEL #5 30" <br />REINFORCEMENT" <br />iv PER SCHEDULE 46 <br />#7 42" <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BARQUUAN1lTY PVC CHASE <br />THRU FOOTING <br />4 SCALE: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />;b <br />8" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-7748078 <br />FAX 407-774 O78 <br />www.abd•signgroup.com <br />AA #: 0003328 <br />q <br />w <br />all, <br />i <br />BVHDIV. a# LOT: <br />SILVERADO <br />LOT #14 <br />BLK #19 <br />PROJECT* <br />04128,002-14191 <br />MODRIA ' <br />4EWB <br />' <br />1499—FREEPORT' <br />OAJtAGE 8WINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />I <br />PRwT .1 <br />DAM 07/24/20 <br />BCA=: 1/4"=1'-0" <br />MMET <br />S1.2A <br />