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Design Criteria <br /> Risk Category IV <br /> Site Elevation 575 ft <br /> Gravity Loading <br /> Dead Load <br /> Concrete Self Weight; wot= 150 pcf; <br /> Equipment Full Weight; Provided in each design section <br /> Equipment Empty Weight; Provided in each design section <br /> Piping Weight; Included as tributary to each component in each design section <br /> Live Load <br /> Live Load; qLU = 60 psf; conservative assumption <br /> Snow Load <br /> Design Snow Load; SL=25 psf; Conservatively use design load per City of Everett <br /> (exceeds ground snow load) <br /> Soil Design Values(assumed) <br /> Allowable Soil Bearing; Pb,a=2500 psf; per Geotech <br /> Soil Subgrade Modulus; K= 150 pci; per Geotech <br /> Wind Loading <br /> Wind Exposure B <br /> Basic Wind Speed; V=109; mph per ASCE 7 Hazard Tool <br /> Seismic Loading <br /> Seismic Importance Factor; le=1.5; per ASCE 7 Table 1.5-2 <br /> Soil Class D—Default assumed <br /> Seismic Design Category D per ASCE 7 Hazard Tool <br /> Spectral Response (short); SS=0.369;g per ASCE 7 Hazard Tool <br /> Spectral Acceleration(short); Sos=0.913; g per load generation <br /> PSE project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc.www.psengineers.com designer TJC sheet 6 of 46 <br /> S <br />