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<br />o~a <br />-(It 1\ III L J.;J .f:, <br />1 /0 & ' <br /> <br />~A/ <br />~t11 f( <br /> <br />.CARNELL ~.:g~~~.!~~ <br /> <br />2225 East Edgewood Drive, Suite 5 <br />Lakeland, Florida 33803 <br />Phone: (941) 666-3727 <br /> <br />STUCCO - <br /> <br /> <br />12 <br /> <br />4" ALUMINUM ROOF I <br />SYSTEM (BY OTHERS) 2. 2 OR LESS <br />SCREW ATTACHMENT TO <br />PT 2X8 (MIN. 1" PENETRATION) <br />SCREWS TO RESIST 515# P.L.F. <br />UPLIFT LOADING (BY OTHERS) <br /> <br />PT 2X8 ANCHORED TO BOND BEAM <br />WI 1/291" X 8" A.B. @ 32" O.C. <br />CONCRETE FILLED 'u' BLOCK WI <br />(1) #5 REBAR CONTINUOUS <br />PRECAST HEADER <br />1 X 4 P. T. <br /> <br />CONCRETE LINTEL <br /> <br />SINGLE HUNG WINDOW <br /> <br />:>C 1) #5 IN 2500 P.S.1. CONCRETE FILLED <br />CELL TO MATCH VERTICAL DOWEL LOCATIONS <br /> <br />1X2 P. T. WINDOW BUCKS <br />PRECAST WINDOW SILL <br /> <br />MARBLE SILL <br />3/4' P. T, FURRING STRIPS <br />24' D.C. FURRING STRIPS <br />WI BATT INSULATION <br />& VISQUEEN BARRIER <br /> <br />(1) US VERTICAL DOWEL 36" LENGTH <br />w/6 HOOK AT ALL CORNERS, BOTH <br />SIDES OF WALL OPENINGS, AND AT <br />6' -0" MAXIMUM SPACING <br /> <br />1/2' DRYWALL, FINISHED & TEXTURED <br /> <br />BASE BOARD <br /> <br />BX8X16 CONCRETE MASONRY <br /> <br />GRADE <br /> <br />(1) #5 REBAR ~ IN CORNERS <br />WI 25' MINIMUM LAP <br /> <br />.- <br /> <br /> <br />lY~ 12" )L <br /> <br />4" THICK REINFORCED <br />CONCRETE SLAB wi <br />2500 P.S.1. FIBERMESH <br />12 X 18 MONO FOOTER <br />W/(2) #5 REBAR <br /> <br />WALL <br /> <br />DETAIL <br /> <br />N. T. S. <br />