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{ <br /> E"EVEV <br /> D <br /> LK ;EW _ : Tsaruk Residence MAR 2 1 2022 <br /> A Li Remodel <br /> Structural Calculations CITY OF EV E R E T T <br /> By Jon Conner, P.E., S.E. Permit Services <br /> LakeviewSE@Outlook.com <br /> Lakeview Structural Engineering <br /> LakeviewSE@Outlook.com g g <br /> Design Criteria: 3615 26' St, Everett WA U LS <br /> Lateral Loading parameters: OCT 0 5 2022 <br /> Ultimate Wind Load: 100 MPH, Exp C <br /> Seismic Load: OF EVERETT CITE' <br /> Sds=0.966 g Shc =0.529 g Permit Services <br /> Seismic Design Category D <br /> Snow: 25 psf Q'�o WAS <br /> Geotechnical: 1500 psf allowable bearing capacity <br /> Other design values used: 44672 <br /> Occupancy Category: Residential �O,c•G�URALE�G`.� <br /> Structural System: Wood framed shear walls �SSfONAL �G 3i9i2022 <br /> Concrete: 2500psi with 60,000 psi reinforcing <br /> Structural Timber: DFL #2 or better <br /> Framing timber: SPF or Hem Fir Stud grade <br /> Glulam: 24F-V4 DF/DF <br /> Dead Loads: <br /> Concrete: 150 pcf. <br /> 2x6 exterior walls: 12 psf <br /> 2x4 partition walls: 8 psf <br /> Roof dead load: Total dead load= 12 psf. Includes: Roofing: 1.5 psf, 5/8-inch <br /> sheathing: 2.0 psf, Trusses or Joists: 2.0 psf; Insulation: 0.5 psf; one layer <br /> of 5/8 inch Gypboard: 3.0 psf; Miscellaneous mechanical: 3 psf. <br /> Live Loads: <br /> Floor: 40 psf. <br /> Desi�Codes and References: <br /> References: <br /> 2018 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 />