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r , <br /> Nail the floor sheathing to the . <br /> blocking w/at least(12)0.131" <br /> diameter x 3"long nails evenly <br /> spaced Wall framin <br /> g,joists,&structural rim <br /> by others <br /> '� <br /> __._ _ ____ . ................. __....__,,..,_,,,,.,, �_......._ . <br /> See note 4 for spacers as required <br /> �, .,, <br /> at mechanical only <br /> f.. <br /> -- Use Class D connection from S3 for <br /> blocking to sill <br /> �.: <br /> 2x6 minimum sill plate w/1/2" <br /> diameter anchor bolts w/7" <br /> minimum embed&2"wide x 1/8" <br /> Install fuli height 2x or I-joist ' thick square or round countersunk <br /> blocking as required to achieve flush washers or alternative anchor <br /> the nailing noted(minimum of (see table on S2 for spacing) <br /> two spaces),spaces used do not (Anchor bolt clearance between <br /> need to be next to each other if edge of both wall and sill plate is to <br /> spaces between are blocked per be 2.5"), NOTE: Sill plate may <br /> note 4 have to be increased to 2x8 to fit <br /> JOIST BLOCKING DETAIL ��ass�connectors <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 equivalent <br /> 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. <br /> 3. Toe nail blocking members in place as required for stabiliy. <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. Full height blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3"edge <br /> clearance for all holes. <br /> 6. All nails are to be spaced in members such that splitting does not occur. <br /> 7. Foundation wall is to be per Code�y others. <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 q��� ��<«- <br /> �%; <br /> Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 <br /> ���` �. <br /> Description: Standard Non-Bearing Wall Joist Blocking Detail(NOT TO SCALE) Phone:612-720-4639 �, <br /> �,. <br /> Project# 13.100 Fax: 612-886-2966 ' <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com R�: <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S4 ofS6 ����'� �� ; °��y :� <br /> 1/1/2014 <br />