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E2� 1722 100th St SW, Everett <br /> Glennbrook stock plans <br /> Structural Calculations <br /> Transfer Shear loads to Foundation: <br /> 1/2"Anchor Bolt Capacity: NDS Table 11 E <br /> IS:=1 5 Side member Thickness(in) <br /> Zp:=650 Bolt design value for 6"embedment depth (lbs) <br /> ©:=1.6 Load duration factor <br /> ZP•CD= 1040 Allowable load (lbs) <br /> 5:=56 Bolt spacing (in) <br /> Z •CD• 12 Capacity based on bolt spacing (plf) <br /> C:= y C=223 <br /> S <br /> 225 <br /> Max shear at back wall (plf) <br /> I'Ibwar= 168 <br /> 0.6.0.5•�iV„naf+W,Z) _77 typ shear at side walls <br /> "OP: lb <br /> I — <br /> b <br /> Use 1/2"bolts @ 56" all around (OK for 223 plf) <br /> 5/8" anchor bolts @ 48" o.c. called out on standard plans. OK <br /> Embed 6" minimum into stem wall <br /> By:J.Conner, PE,SE <br /> Page 10 <br />