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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 /> See note 4 for spacers as <br /> required at mechanical oniy <br /> Use Class D connection from S3 <br /> for blocking to sill <br /> 2x6 minimum sill plate w/1/2" <br /> diameter anchor bolts wl 7" <br /> minimum embed&2"wide x 1/8" <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 BLOCKING DETAIL increased to 2x8 to fit Class D <br /> connectors <br /> Blocking spacing to match anchor bolt spacing(see S2) <br /> NorEs: <br /> 1. Floor sheathing is to be 3l4"minimum thick OSB/plywood 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 edges/perimeter 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 electricallplumbing. 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: 2018 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 /> w: <br /> Project# 17.100 Fax:612-886-2966 „� �.`� <br /> ",M,i, ''* <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com . <br /> :�t _ �+ <br /> Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S4 of S6 w. ,, • ► <br /> 11112018 <br />