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N <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />-GROUTED BOND BEAM <br />0. <br />O CLEAN OUT REQUIRED <br />G FOR INSPECTION <br />m , <br />4 <br />"d III0'-0" <br />FIN. FLR. <br />+A <br />•a a <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10HOOK <br />BAR SIZEI 48 BAR DIA. <br />z <br />i <br />#3 18, <br />M U <br />#4 24' <br />#5 3W <br />#8 36" <br />#7 41 <br />HORIZONTALNERTICAL <br />REINFORCING <br />1 <br />SCALE: 3/4'=1'-0' <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />>a> <br />SPACING REQUIREMENTS <br />QF <br />mw <br />U <br />U) <br />Z <br />8' CMU WALL <br />TOP OF SLAB <br />_ - q <br />TOP OF SLAB <br />a: <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. <br />LU <br />f > <br />EXT. PORCH S7�i <br />4' CHAMFER (1-STORY) <br />#3 <br />16' <br />M <br />• * ° <br />W/ 1/2' ISOLAT <br />6' CHAMFER (2-STORY) <br />JOINT (WHERE <br />- <br />#4 <br />24' <br />APPLICABLE) <br />MATCH STEEL <br />#5 <br />30' <br />8' PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />6' PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />42' <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />(D]IH� <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />W W W.Obdesigngroup.com <br />AA #: 0003326 <br />h <br />�1 <br />W <br />� <br />d <br />G <br />aU13DM ae LOT: <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />PROJECT# <br />04128.002-14181 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />