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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ I HOOK <br />- GROUTED BOND BEAM <br />•I ea <br />CLEAN OUT REQUIRED <br />a <br />FOR INSPECTION <br />A <br />- <br />0'-0" FIN. FL•a <br />• <br />TIE ERTICAL REBAR <br />a <br />- <br />TO HORIZONTAL <br />• <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR OIA. <br />Z w <br />#3 <br />18" <br />#4 <br />24" <br />U <br />#5 <br />30" <br />96 <br />36" <br />#7 <br />42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />,, <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 />o <br />SPACING REQUIREMENTS <br />mw <br />U <br />i <br />8" CMU WALL <br />00 <br />s <br />9. <br />w <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. 1> <br />Z <br />4" CHAMFER(1STORY) <br />- O <br />6" CHAMFER (2STORY) <br />#3 <br />181, <br />U <br />#4 <br />24" <br />Z <br />MATCH STEEL <br />1R5 <br />30" <br />g <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 <br />36" <br />#7 <br />42" <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />,1 <br />SCALE: 3/4"=1' <br />X <br />VG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />• m-I <br />,. 8" ,. <br />a <br />Mel <br />FE] - <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />2 <br />C <br />aUBDXV. & L o <br />SILVERADO <br />LOT #38 <br />BLK #18 <br />PROJECT <br />04128.002-38181 <br />MODEU <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 8111►7NG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />1 <br />DAR Z, 07/24/20 <br />9CAL.E: 1/4"=1'-0" <br />8FIEET <br />s1.2A <br />