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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI10"HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />i <br />N <br />•I .a <br />CLEAN OUT REQUIRED <br />0' FOR INSPECTION <br />4m <br />•a i TIET/ERTICAL REBAR <br />a - TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />_�:(�- BAR SIZE 48 BAR DIA. <br />Z_ W #3 18" <br />�O #4 24" <br />M U #5 30" <br />#6 36" <br />#7 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=V-0" <br />EXT. PORCH SLAB <br />W/ V2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />THRU FOOTING <br />i <br />� <br />STEEL REINFORCING IN GROUTED <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />mw <br />U <br />0a. <br />w <br />i <br />8" CMU WALL <br />O <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2STORY) <br />i <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />42 SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />� W <br />BAR SIZE <br />48 BAR DIA. <br />E <br />#3 <br />18" <br />U <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />PVC CHASE <br />D4S <br />THRU FOOTING <br />CALE: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />MEI m1 <br />8" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abclesigngroup.com <br />AA #: 0003325 J <br />f <br />a. <br />mm <br />SUNDiV. Ae LOT: <br />SILVERADO <br />LOT #12 <br />BLK #18 <br />PROJECT,P <br />04128.002-12181 <br />MODEU <br />4EWB <br />"1499- FREEPORT" <br />GARAGE SrIING: <br />LEFT <br />PAGE: <br />DETAILS <br />V.150 MPH EXP. B <br />DATE: 10/09/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.2A <br />