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Nail the floor sheathing to the <br /> blocking w/at least(12)0.131" <br /> diameter x 3"long nails evenly <br /> spaced Wall framing,trusses,&structural <br /> IN rim by others <br /> Additional sill plates as required by <br /> �T _r others to match truss top chord <br /> depth <br /> 2x6 minimum sill plate w/1/2" <br /> diameter anchor bolts w/7" <br /> minimum embed&2"wide x 1/8" <br /> Install 2x4 minimum flat blocking thick square or round countersunk <br /> between trusses as required to flush washers or alternative anchor <br /> achieve the nailing noted (see table on S2 for spacing) <br /> (minimum of second space) (Anchor bolt clearance between <br /> edge of both wall and sill plate is to <br /> Install treated double 2x blocking ripped to fit be 2.5") <br /> height of sill plates in first bay <br /> TOP CHORD BEARING TRUSS BLOCKING DETAIL <br /> Blocking spacing to match anchor bolt spacing (see S2) <br /> 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131"diameter x <br /> 3"long nails at 6"o.c. at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. <br /> 2. Toe nail blocking members in place as required for stabilty. <br /> 3. All nails are to be spaced in members such that splitting does not occur. <br /> 4. Foundation wall is to be per Code by others. <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 E <br /> Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 rA <br /> Description: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:612-720-4639 <br /> Project# 13.100 Fax:612-886-2966 ` + 14.75 <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com 'ter <br /> S6 of S6 .a ." ZtAt� <br /> Client Address: 15546 Cleveland Street,Elk River,MN 55330Page +:•• <br /> 1/1/2014 <br />