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DC-1 <br />DC-1 <br />Seismic: <br />r�►/Q;� <br />Live Loads: <br />Soils: <br />Date: 5/29/2020 <br />Made By: SGT <br />Project: Four Corners <br />:ription: Design Criteria <br />Design Criteria <br />Code: 2015 International Building Code <br />Latitude = 47.926 North <br />Longitude = 122.228 West <br />Spectral Response Acceleration, Ss & S1 = 1.416 & 0.542 <br />Spectral Response Acceleration, Sds & Sd1 = 0.944 & 0.542 <br />Soil Site Class, Fa & Fv = 1.000 & 1.500 <br />Response Modification Factor, R = 6.5 (Light -frame wood shear walls - bearing wall) <br />Response Modification Factor, R = 5 (Special reinforced concrete shear walls - bearing wall) <br />Exposure = B <br />Basic Wind Speed = 110 mph <br />Topographical Terrain = Flat <br />Kzt = 1.00 <br />Roof = 25 psf (Snow Load) <br />Floor = 40 psf (Residential Load) <br />60 psf (Deck Loading Load) <br />100 psf (Corridor/Community Load) <br />Per Geotechnical report by Earth Solutions NW, LLC dated <br />April 1st, 2019 <br />Soil Bearing = 5000 psf <br />Active Soil Pressure = 35 pcf (Yielding Condition) <br />Active Soil Pressure = 50 pcf (Restrained Condition) <br />Passive Soil Pressure = 350 pcf <br />Coeffecient of Friction = 0.40 <br />DCG <br />