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Nail the floor sheathing to the <br /> blocking w/at least(12)0.13�" <br /> diameter x 3"long nails evenly <br /> spaced <br /> Wall framing,trusses,& <br /> structural rim by others <br /> See note 4 for spacers as <br /> required at mechanical only <br /> • • � <br /> �a�..__ . �n. � <br /> Use Class D connection from S3 <br /> for blocking to sill <br /> '/Nail rim truss bottom chord to <br /> 's` � sill plate wl 0.148"diameter x 3" <br /> long nails @ 6"o.c. <br /> Install 2x4 minimum flat <br /> blocking between trusses as <br /> required to achieve the nailing \2x6 minimum sill plate w/1/2" <br /> noted(minimum of two spaces), diameter anchor bolts w/7" <br /> spaces used do not need to be minimum embed&2"wide x <br /> next to each other if spaces 1/8"thick square or round <br /> between are blocked per note 4 countersunk flush washers or <br /> alternative anchor(see table on <br /> S2 for spacing)(Anchor bolt <br /> Install 3l4"minimum thick OSBlplywood to clearance between edge of both <br /> one side of 2x4 blocking w/(6)0.131" wall and sill plate is to be 2.5"), <br /> diameter x 3"long nails top&bottom OR NOTE: Sill plate may have to <br /> 1l2"minimum thick OSBlplywood to each be increased to 2x8 to flt Class <br /> side wl(4)0.13�"diameter x 3"long nails D connectors <br /> top&bottom <br /> BOTTOM 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• Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral <br /> compression. <br /> 3. Toe nail blockinq members in place as required for stabilty. <br /> 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed <br /> between them as shown. Toe nail spacers in place as required. <br /> 5. OSB/plywood blocking may contain 4"diameter maximum holes if required for electrical/piumbing. Provide at least 3"edge <br /> clearance for all holes. <br /> 6. All nails are to be spaced in members such that splittinq does not occur. <br /> 7. Foundation wall is to be per Code bv others. <br /> 8. Do not cut rim truss bottom chord for any reason. <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 �,«�- <br /> �} � <br /> Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 <br /> v� <br /> Description: Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail(NOT TO SCALE) PhOf19:812-720-4839 � <br /> Project# 17.100 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 S5 ofS6 ;a'. . �;t <br /> 11112018 <br />