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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,& <br /> I /structural rim by others <br /> I �Additional sill plates as required <br /> by others to match truss top <br /> chord depth <br /> % <br /> \2x6 minimum sill plate w/1/2" <br /> diameter anchor bolts w/7" <br /> minimum embed&2"wide x <br /> Install 2x4 minimum flat � 118"thick square or round <br /> blocking between trusses as countersunk flush washers or <br /> required to achieve the nailing alternative anchor(see table on <br /> noted(minimum of second S2 for spacing)(Anchor bolt <br /> space) clearance between edge of both <br /> Install treated double 2x blocking ripped to wall and sill plate is to be 2.5") <br /> fit 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 /> NOTES: <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" <br /> diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved <br /> equivalent. <br /> 2. Toe nail blockinq members in place as required for stabiltv. <br /> 3. All nails are to be spaced in members such that splittinq does not occur. <br /> 4. Foundation wall is to be per Code bv others. <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 <br /> Project Name: 2015 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 <br /> DescripUon: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Pbone:612-720-4639 <br /> Project# 14.100 Fax:612-886-2966 <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S6 of S6 <br /> 1124I2015 <br />