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Wood floor joist, I-joist,or trusses&wall <br /> framing by others <br /> See table below for <br /> connection of each floor 7 2x6 minimum sill plate w/1/2"diameter <br /> member to sill plate anchor bolts w/7"minimum embed&2" <br /> wide x 1/8"thick square or round <br /> countersunk flush washers or alternative <br /> anchor(see table on S2 for spacing) <br /> "6"Min (Anchor bolt clearance between edge of <br /> Foundation wall per Code by others > both wall and sill plate is to be 2.5") <br /> (clear height is measured from top <br /> of basement slab to top of <br /> foundation wall) <br /> N <br /> TYPICAL TOP OF FOUNDATION WALL DETAIL <br /> FLOOR MEMBER TO SILL PLATE CONNECTION TABLE <br /> Alternate to IRC Table R404.1(1) <br /> CLEAR BACKFILL TYPE CONNECTION TYPE <br /> HEIGHT FLOOR <br /> (Top of Slab MEMBER CLASS <br /> to Top of SPACING SAND SANDY CLAY CLAY (weakest to DESCRIPTION <br /> Wall) strongest) <br /> 16" A(note 5) A(note 7) C (3)0.131"diameter x 3"long toe/top <br /> 8'-0"or 19.2" A(note 6) B C A nails <br /> less <br /> 24" A(note 7) C C_ B (3)0.148"diameter x 3"long toe/top <br /> 16" A(note 7) C �, C nails <br /> 9'-0" 19.2" A(note 7) C DC USP LJC or USP MPA1/Simpson <br /> 24" B C D A35(see note 4) <br /> 16" B C D <br /> Simpson U2.37/4, USP LJQ, or(2) <br /> 10'-0" 19.2" B D D D USP MPA1/Simpson A35(see notes <br /> 24" C D D 1 to 3) <br /> Notes: <br /> 1. Simpson FWANZ requires 1.125"minimum OSB rim and must be located within 5"the floor member. For trusses, it must be in contact with <br /> 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 Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ` 4a. , <br /> Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 <br /> _r, <br /> Description: Typical Bearing Wall Detail Phone: 612-720-4639 <br /> Project# 13.100 Fax: 612-886-2966 ,g4e <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com -,. =' <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S3 of S6 *712.+s,,ust '''?"\ <br /> 1/1/2014 <br />