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WNey9 <br /> c <br /> OSHPD <br /> usaauu <br /> 11127 Evergreen Way, Everett, WA 98204, USA <br /> Latitude, Longitude: 47.897315, -122.2495496 <br /> amelot �� SpiritMassage <br /> p4iMer t Homes <br /> �. <br /> s <br /> r ! rtments,, r 'x <br /> 8 ett it <br /> Em Cafe <br /> Rae d Dharani Palepu <br /> w _..... .> _ .. 11 2th St SW <br /> M, 112th St SW <br /> � � <br /> Map da <br /> to 0 a <br /> WW.. _,_ <br /> ,......... ..._, <br /> Date � 5113/2023,3:16:50 AM <br /> {Design Code Reference Document ASCE7-16 <br /> Risk Category II <br /> Site Class D-Default(See Section 11 4 3) <br /> Type Value Description <br /> Ss 1.394 MCER ground motion.(for 0.2 second period) <br /> S, 0.496 MCER ground motion.(for 1.Os period) <br /> SMs 1.673 Site-modified spectral acceleration value <br /> SMi null-See Section 11.4.8 Site-modified spectral acceleration value <br /> Spg 1.115 Numeric seismic design value at 0.2 second SA <br /> Spy null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br /> w, <br /> Type Value Description <br /> t <br /> SDC null-See Section 11.4.8 Seismic design category <br /> Fa 1.2 Site amplification factor at 0.2 second <br /> I <br /> F null-See Section 11.4.8 Site amplification factor at 1.0 second i <br /> i <br /> PGA 0.602 MCER peak ground acceleration <br /> FPGA 1.2 Site amplification factor at PGA <br /> t <br /> PGAM 0.723 Site modified peak ground acceleration 1 <br /> TL g Long-period transition period in seconds E <br /> SsRT 1.394 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.549 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration j <br /> SsD 3.97 Factored deterministic acceleration value.(0.2 second) <br /> S1RT 0.496 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1UH 0.552 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1D 1.653 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.339 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> PGAOH 0.602 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration <br /> CRS 0.9 Mapped value of the risk coefficient at short periods <br /> CR1 0.898 Mapped value of the risk coefficient at a period of 1 s �� <br /> Cv 1.379 Vertical coefficient <br />