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rni.rtaarnn z <br />1203 SE Everett Mall Way, Everett, WA 98208, USA <br />Latitude, Longitude: 47.9128159,-122.2163045 <br />ts,jhn by <br />i `Ivrtt <br />s <br />Floor & Decor 9 <br />Map data (�.)2022 <br />Date 10/8/2022, 1:00:27 AM <br />Design Code Reference Document ASCE7-16 <br />Risk Category II <br />Site Class D - Default (See Section 11.4.3) <br />Value <br />Description <br />1.355 <br />MCER ground motion. (for 0.2 second period) <br />0.48 <br />MCER ground motion. (for 1.0s period) <br />1.627 <br />Site -modified spectral acceleration value <br />null -See Section 11.4.8 w X <br />�Y :. a�modified spectral acceleration value <br />1.084 <br />Numeric seismic design value at 0.2 second SA <br />null -See Section 11.4.8 —':k-- ®��,$ eric seismic design value at 1.0 second SA <br />Type <br />Value <br />Description <br />SDC <br />null -See Section 11.4.8 <br />Seismic design category <br />Fa <br />1.2 <br />Site amplification factor at 0.2 second <br />F <br />null -See Section 11.4.8/'�i�2 ite amplification factor at 1.0 second <br />PGA <br />0.585 ` <br />MCER peak ground acceleration <br />FpGA <br />1.2 <br />Site amplification factor at PGA <br />PGAM <br />0.702 <br />Site modified peak ground acceleration <br />TL <br />6 <br />Long -period transition period in seconds <br />SsRT <br />1.355 <br />Probabilistic risk -targeted ground motion. (0.2 second) <br />SsUH <br />1.504 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD <br />3.955 <br />Factored deterministic acceleration value. (0.2 second) <br />S1 RT <br />0.48 <br />Probabilistic risk -targeted ground motion. (1.0 second) <br />S1 UH <br />0.535 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S1 D <br />1.631 <br />Factored deterministic acceleration value. (1.0 second) <br />PGAd <br />1.325 <br />Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAUH <br />0.585 <br />Uniform -hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />CRS <br />0.901 <br />Mapped value of the risk coefficient at short periods <br />CR1 <br />0.898 <br />Mapped value of the risk coefficient at a period of 1 s <br />Cv <br />1.371 <br />Vertical coefficient <br />