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Wood floorjoist,I-joist,or trusses&wall <br /> framing by others <br /> See table below for <br /> connection of each floor 2x6 minimum siil plate w/1/2"diameter <br /> member to sill plate anchor bolts w/7"minimum embed&2" <br /> wide x 118"thick square or round <br /> countersunk flush washers or <br /> alternative anchor(see table on S2 for <br /> s�"Min spacing)(Anchor bolt clearance <br /> Foundation wall per Code b between edge of both wall and sill plate <br /> others(clear height is is to be 2.5") <br /> measured from top of basement <br /> slab to top of foundation wall) <br /> TYPICAL TOP OF FOUNDATION WALL DETAIL <br /> FLOOR MEMBER TO SILL PLATE CONNECTION TABLE <br /> Alternate to MN Code Table R404.1(1) <br /> CLEAR BACKFILL TYPE CONNECTION TYPE <br /> HEIGHT FLOOR <br /> (Top of Slab MEMBER SANDY CLASS <br /> to Top of SPACING SAND C�Y CLAY (weakest to DESCRIPTION <br /> Wall) strongest) <br /> 16" A(note 5) A(note 7) C (3)0.131"diameter x 3"long <br /> 8'-0"or 19.2" A(note 6) B C A toe/top nails <br /> less <br /> 24" A(note 7) C C B (3)0.148"diameter x 3"long <br /> �6" A(note 7) C C toe/top nails <br /> 9'-0" 19.2" A(note 7) C D C USP LJC or USP MPA1ISimpson A35 <br /> 24" B C D (see note 4) <br /> 16" B C D Simpson FWANZ,Simpson U2.114, <br /> 10'-0" '19•2" B D D p Simpson U2.37/4,USP LJQ,or(2) <br /> USP MPA1ISimpson A35(see notes 1 <br /> 24" C D D to 3 <br /> �IoteB: <br /> �. Simpson FWANZ requires 1.125"minimum OSB rim and must be located within 5"the floor member. For trusses,it must be in <br /> contact with the member or 2x4 minimum continuous bottom bracing must be provided. <br /> 2. USP LJQ must be sized appropriately for the actual floor member width. <br /> 3. Floor members must be at least 3"wide when two Simpson A35/USP MPA1's are used. <br /> 4. Connection C may be installed at every other floor member if the number of anchors is doubled. <br /> 5. As an alternative,connection C may be installed at every fourth floor member. <br /> 6. As an alternative,connection C may be installed at every third floor member. <br /> 7. As an alternative,connection C may be installed at every other floor member. <br /> Oswell Englneering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 #�,;r+� .�=-; :� <br /> Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 w+,, �� <br /> Description: Typical Bearing Wall Detail Phone:612-720-4639 `- ` ' <br /> :� <br /> Project# 17.100 Fax:812-886-2968 '' <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S3 of s6 . , - <br /> 111120�8 <br />