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Nail the floor sheathing to the <br /> blocking wl at least(12) <br /> 0.131"diameter x 3"long <br /> nails evenly spaced <br /> Wall framing,joists,&structural <br /> /rim by others <br /> � <br /> � /See note 4 for spacers as <br /> / required at mechanical only <br /> Use Class D connection from S3 <br /> �` for blocking to sill <br /> 2x6 minimum sill plate wl 112" <br /> diameter anchor bolts w/7" <br /> minimum embed&2"wide x 1l8" <br /> Install full height 2x or I-joist thick square or round <br /> blocking as required to countersunk flush washers or <br /> achieve the nailing noted alternative anchor(see table on <br /> (minimum of two spaces), S2 for spacing)(Anchor bolt <br /> spaces used do not need to clearance between edge of both <br /> be next to each other if wall and sill plate is to be 2.5"), <br /> spaces between are blocked NOTE: Sill plate may have to be <br /> per note 4 JOIST BLOCKI NG DETAIL increased to 2x8 to fit Class D <br /> connectors <br /> Blocking spacing to match anchor bolt spacing (see S2) <br /> NOTES: <br /> 1. Floor sheathing is to be 3/4"minimum thick OSBlplywood installed in a staggered pattern. Nail to floor members with <br /> 0.131"diameter x 3"long nails at 6"o.c.at all panel edgeslperimeter and 12"o.c.at all intermediate supports or an <br /> approved 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 blocking 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 <br /> installed 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" <br /> edge 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 by 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 /> Description: Standard Non-Bearing Wall Joist Blocking Detail(NOT TO SCALE) Phone:612-720-4639 <br /> Project# 14.100 Fax:612-88&2966 �- <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street Elk River MN 55330 Page S4 of S6 - <br /> 1/24/20'I 5 <br />