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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />I I VARIES PER ELEV. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />' <br />0'-0" FIN. FLR. <br />TIE RTICALREBAR <br />TO HORIZONTAL <br />- <br />REBAR W/ 10- HOOK <br />tea_ <br />BAR SIZE 48 BAR DIA. <br />///�''II�� <br />Z W <br />#3 <br />18" <br />>O <br />#4 <br />24' <br />M U <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />HORIZONTALNERTICAL <br />�� <br />REINFORCING <br />� <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 />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�W <br />J <br />K <br />Z <br />8" CMU WALL <br />o <br />0 <br />a <br />SEE SLAB SCHEDULE W <br />M#742- <br />DIA. > <br />4" CHAMFER (1-STORY) O <br />6" CHAMFER (2-STORY) U <br />• <br />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: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />8" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />SILVERADO <br />LOT #5 <br />BLK. #19 <br />PROJECT <br />04128.00 -05192 <br />MODWA <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WWQ: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />PRINT <br />DAM4/29/20 <br />acwr.E: 1/4"=1'-0" <br />B*tm= <br />S1.2A <br />