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KPFF Consulting Engineers Project : <br />700 South Flower Street, Suite 2100 Job no. : <br />Los Angeles, CA 90017 Date : <br />(213) 418-0201 S4-1 (WEST)By : <br />SAZ <br />D.3 SILL BOLT AND SILL PLATE DESIGN DETAILS <br />D.3.1 SILL BOLT DESIGN <br />Design Unit Shear = <br />Sill/Bottom Plate Thickness = <br />Sill Bolt Diameter = <br />Sill Bolt Spacing = <br />Adjustment Factors:CD 1.6 <br />CM 1.0 <br />Ct 1.0 <br />Cg 1.0 <br />CΔ 1.0 <br />Ceg 1.0 <br />Cdi 1.0 <br />Ctn 1.0 <br />Sill Bolt Capacity =1488 lb/bolt <br />Sill Bolt DCR =0.25 OK <br />D.3.2 SILL PLATE DESIGN <br />Design Post Compression = <br />Sill Plate Species = <br />= <br />Boundary Element Size = <br />Adjustment Factors:CM 1.0 <br />Ct 1.0 <br />Ci 1.0 <br />Cb 1.1 <br />Sill Plate Compression Capacity =13320 lb <br />Sill Plate Compression Capacity =0.40 OK <br />4x6 <br />Douglas Fir-Larch <br />625 psi <br />DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5) <br />0.6D+0.7E <br />280 lb/ft <br />DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5) <br />0.6D+0.7E <br />4962 lb/ft <br />0.625 <br />16 <br />5323 lb/ft <br />280 lb/ft <br />2x <br />Design Value: Compression Parallel to <br />Grain, Fc┴