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® NOTMS: <br /> Address: 3430 Norton Ave,Everett,WA 98201, USA 201 ft <br /> Sequin; <br /> Coordinates: 47.9713267,-122.214435 ., l Dille <br /> Whidbey Evett <br /> Elevation: 201 ft f---; Island <br /> Timestamp: 2021-12-23T10:54:26.996Z <br /> Hazard Type: Seismic <br /> Redmond <br /> Reference ASCE7-10 Go glc Seattle ° Map data©2021 Google <br /> Document: <br /> Risk Category: II <br /> Site Class: D <br /> MCER Horizontal Response Spectrum Design Horizontal Response Spectrum SEAL <br /> Sa(g) Sa(g) 0S1 E R Sp <br /> i <br /> 1.20 0.80 Q��,of W A. t, 0 <br /> 1.00 <br /> 0.60 <br /> 0.80 r.- �' <br /> 0.60 0.40 56735 '( <br /> 0.40 °/es <br /> '9eGISTER�� \� <br /> 0.20 <br /> 0.20 S/ONAI- -- <br /> 0.00 0.00 <br /> 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) ENGINEER: <br /> Basic Parameters IAN FOSTER SPIVACK <br /> Name Value Description (703) 200-4519 <br /> SS 1.342 MCER ground motion(period=0.2s) WA PE LICENSE NUMBER: 56735 <br /> Si 0.51 MCER ground motion(period=l.0s) <br /> SMS 1.342 Site-modified spectral acceleration value <br /> SM1 0.765 Site-modified spectral acceleration value <br /> SDS 0.895 Numeric seismic design value at 0.2s SA <br /> SDt 0.51 Numeric seismic design value at 1.0s SA S 1 RO N G H O M E <br /> SEISMIC <br /> Additional Information <br /> Name Value Description <br /> SDC D Seismic design category SHEET NAME: <br /> Fa 1 Site amplification factor at 0.2s <br /> F3 1.5 Site amplification factor at 1.0s STRUCTURAL <br /> CRs 0.931 Coefficient of risk(0.2s) CALCULATIONS <br /> CR1 0.92 Coefficient of risk(1.0s) SHEET NUMBER: <br /> PGA 0.558 MCEG peak ground acceleration 5 ' <br /> FPGA 1 Site amplification factor at PGA <br />