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Nail the floor sheathing to the <br /> blocking w/at least(�2)0.131" <br /> diameter x 3"long nails evenly <br /> spaced <br /> Wall framing,trusses,& <br /> /structural rim by others <br /> � <br /> /Additional sill plates as required <br /> by others to match truss top <br /> chord depth <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 /> �. 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 stabiitv. <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 by others. <br /> Oswell Engineering and Consulting,LL.C. �901 E Hennepin Ave,#201 .��` =� '"�;� <br /> Project Name: 20�8 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 <br /> Description: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Pho�9:812-720-4839 �' <br /> Project# �7.100 Fax:812-88&2986 '� -"� <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 /> 'I1112018 <br />