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VERTICAL REBAR <br />TO HORIZONTAL <br />REBARHOOK <br />[TIE <br />GROUTED BON:AM <br />VARIES PER ELEV. <br />d <br />Z <br />4. <br />, <br />4-.. _ <br />iv <br />64. <br />g <br />a <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />fa <br />TIET/ERTICAL REBAR <br />TO HORIZONTAL <br />a,:' REBAR W/10" HOOK <br />_,'yII�� BAR SIZE 48 BAR DIA. <br />Z W #3 18 <br />> #4 24" <br />M 0 #5 30" <br />#6 1. <br />#T 42 <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />U <br />SPACING REQUIREMENTS <br />.J <br />� <br />Z <br />8" CMU WALL <br />0 <br />!/Y TOP OF SLAB - 4 TOP OF SLAB <br />- SEE SLAB SCHEDULE Z w <br />BAR SIZE 48 BAR DIA. > <br />EXT. PORCH SLAB —4" CHAMFER (1-STORY) <br />W/ 1/7 ISOLATION 6" CHAMFER (2-STORY) <br />JOINT(WHERE : #4 24' a= <br />APPLICABLE) Z MATCH STEEL #5 30" <br />REINFORCEMENT <br />#6 MATCH <br />THRU FOOTING #T 42„ 6" PVC CHASE THRU FOOTING <br />6" PVC CHASE PER <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />CMU UNIT DIMENSIONS <br />ap ARE NOMINAL SIZES <br />O 3 MASONRY SYMBOLS <br />SCALE: 3/4"=V-0" <br />AN 1 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwsbdealgnBrouP•com <br />AA #: 0003326 <br />r <br />F <br />Him <br />v4 <br />9 <br />M <br />Am <br />f <br />C <br />NJ <br />BLJHDIN. ae LOT <br />SILVERADO <br />LOT #34 <br />BLK. #18 <br />PROJECT <br />04128.001-34181 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />W.150 MPH E <br />7-020 <br />DAM 6/09/20 <br />BC,%=: 1/4"=1'-0" <br />BiIEET <br />s1.2A <br />