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Glennbrook Stock Plans <br /> Structural Calculations <br /> By Jon Conner,P.E., S.E. <br /> Lakeview Structural Engineering <br /> Prepared for AMA.Ventures, LLC <br /> I <br /> Design Criteria: <br /> 1722 10011, St SW, Everett WA <br /> Lateral Loading arameters: <br /> Wind Load: 100MPH, Exposure B (Suburban) <br /> F <br /> Seismic Load: <br /> a Sds= 1.113g, Shc =0.594g <br /> I Soil Site Class: D (default) <br /> i <br /> Other design values used: <br /> Occupancy Category: Residential <br /> Structural System: Wood framed shear walls <br /> Concrete: 2500psi with 40,000psi reinforcing <br /> Structural Timber: DFL#2 or better <br /> Framing timber: SPF or Hem Fir Stud grade <br /> Live Loads: <br /> Living Areas: 40 psf <br /> Decks <br /> 60 psf <br /> Snow Load: 25 psf Non reducible <br /> Dead Loads: <br /> Concrete: 150 pc£ <br /> 2x6 exterior walls: 12 psf <br /> 2x4 partition walls: 8 psf <br /> Floor assembly: 12 psf <br /> E Roof dead load: Total dead load= 12 psf. Includes: Roofing: 1.5 psf, 5/8-inch <br /> L sheathing: 2.0 psf, Joists: 2.0 psf; Insulation: 0.5 psf;one layer of 5/8 inch <br /> j Gypboard: 3.0 psf; Miscellaneous mechanical: 3 psf. <br /> Desi n Codes and References: <br /> 2018 IBC, IRC for load calculations and general design criteria <br /> ASCE 7-16 for load calculations and general design criteria <br /> Concrete: ACI 318— 14 <br /> Timber: ANSI/AF&PA NDS-2018 for Wood Construction <br /> 1. <br /> k <br /> r <br /> i <br /> l <br />