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iL)TC Hazards <br />by Location <br />Search Information,it <br />O <br />Yummy Banh Mi <br />© <br />Address: <br />2910 Colby Ave, Everett, WA 98201, USA <br />0 <br />Vietnamese - S Hewift , <br />131 ft <br />Coordinates: <br />47.9788891,-122.2090483 <br />o <br />e New Mexicans <br />� Vintage.e <br />Elevation: <br />131 ft <br />� <br />h1ex,'rc:m SS <br />1 <br />II <br />Timestamp: <br />2022-04-25T22:47:57.703Z <br />Cafe Wyltle <br />T <br />The f <br />Vegan � SS <br />Schack Art Center ® Farm <br />Hazard Type: <br />Seismic <br />Simla <br />local p <br />Reference Document: <br />ASCE7-16 <br />Go ie <br />9 <br />Cc3 C"''s + C' VeG <br />Map data ©2022 Google <br />Risk Category: <br />I <br />Site Class: <br />D-default <br />Basic Parameters <br />Name <br />Value <br />Description <br />SS <br />1.246 <br />MCER ground motion (period=0.2s) <br />S1 <br />0.442 <br />MCER ground motion (period=1.0s) <br />SMs <br />1.495 <br />Site -modified spectral acceleration value <br />SMt <br />` null <br />Site -modified spectral acceleration value <br />SIDS <br />0.997 <br />Numeric seismic design value at 0.2s SA <br />SIDt <br />' null <br />Numeric seismic design value at 1.0s SA <br />See Section <br />11.4.8 <br />Additional <br />Information <br />Name <br />Value <br />Description <br />SDC <br />' null <br />Seismic design category <br />Fa <br />1.2 <br />Site amplification factor at 0.2s <br />F <br />' null <br />Site amplification factor at 1.0s <br />CRS <br />0.904 <br />Coefficient of risk (0.2s) <br />CRt <br />0.894 <br />Coefficient of risk (1.0s) <br />PGA <br />0.535 <br />MCEG peak ground acceleration <br />FPGA <br />1.2 <br />Site amplification factor at PGA <br />PGAM <br />0.643 <br />Site modified peak ground acceleration <br />TL <br />6 <br />Long -period transition period (s) <br />SsRT <br />1.246 <br />Probabilistic risk -targeted ground motion (0.2s) <br />SsUH <br />1.378 <br />Factored uniform -hazard spectral acceleration (2% probability of <br />exceedance in 50 years) <br />SsD <br />3.491 <br />Factored deterministic acceleration value (0.2s) <br />S1 RT <br />0.442 <br />Probabilistic risk -targeted ground motion (1.0s) <br />S1 UH <br />0.495 <br />Factored uniform -hazard spectral acceleration (2% probability of <br />—oo i.— in �;n <br />