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1/4/24,4:22 PM U.S.Seismic Design Maps@ <br /> USGS web services were down for some period of time and as a result this toot wasn't operational,resulting in fimeoot error. <br /> USGS web services are now operational so this tool should work as expected, <br /> Osil <br /> PD\ A 9 <br /> w CAIVOPMq z <br /> 3315 Seaway Blvd, Everett, WA 98203, USA <br /> Latitude, Longitude: 47.9390819, -122.2813914 <br /> Canteen Vending <br /> Services :. <br /> agniX <br /> Seaway givd.... .. ::.....: . .:. :.., <br /> L <br /> Go'ogle Map data 02024 <br /> .._.........._....... _. ._...._..._....._..__._..__..._.._. ..............._._.....__...... ._.._...._......._; <br /> Date 114/2024,4:21:08 PM <br /> i <br /> Design Code Reference Document ASCE7-16 <br /> Risk Category II <br /> Site Class D-Stiff Soil <br /> 'type Value Description <br /> SS 1.387 MCER ground motion.(for 0.2 second period) <br /> 3 <br /> S1 0.493 MCER ground motion.(for 1.0s period) <br /> i <br /> SMS 1.387 Site-modified spectral acceleration value <br /> SM1 null ee-&eetien-14 4 8- 0. i <br /> € $�t Site-modified spectral acceleration value i <br /> SOS 0.925 Numeric seismic design value at 0.2 second SA j <br /> SO, 44Wl—_%@ Seetien 11 4,8 0. 594 Numeric seismic design value at 1.0 second SA I� <br /> - -— ..... ..... .... .. . . .... _...._...._.._.................................................._................__................. _ ...__..._.............................._......._..._.........------- --._.......f <br /> M----- .._.. ... .. .:....:..:..........-._..._....................._........ .. . ........ .,. ..w..._..................................._......... <br /> ........._..._..-:.:..__.._.:::.- .:....; <br /> Type Value Description <br /> SDC null-See-geetier 44-4 8 p Seismic design category j <br /> fia 1 Site amplification factor at 0.2 second i <br /> Fv null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.599 MCEG peak ground acceleration <br /> FPGA 1.1 Site amplification factor at PGA <br /> PGAM 0.659 Site modified peak ground acceleration s, - <br /> TL 6 Long-period transition period in seconds <br /> SsRT 1.387 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.543 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.994 Factored deterministic acceleration value.(0.2 second) <br /> S1RT 0.493 Probabilistic risk-targeted ground motion.(1.0 second) i <br /> S1UH 0.55 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> SID 1.649 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.339 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> i <br /> 6 <br /> - 4 <br /> hftps://www.seismicmaps.org 113 i <br /> I <br />