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ATC Hazards by Location <br />A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. <br />8 The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why_ <br />Hazards by Location <br />Search Information -% Z_ <br />PORT GARDNER o <br />3 <br />Address: 5010 DOVER ST EVERETT 98203 (s2D <br />Forest 19Park <br />Lighthouse <br />3 6 ft "15i <br />Coordinates: 47.9515837,-122.2530803 Park - - 41 <br />r'' 19 <br />Elevation: 316 ft Lowell Park <br />Timestam 2023-02-20T10:21:02.586Z <br />p� Mukilteo <br />Hazard Type: Seismic <br />yp PINEHURST- BEVERLY <br />PARK <br />Reference Document: ASCE7-16 Go gle 11 <br />Risk Category: II <br />Site Class: D-default <br />Basic Parameters <br />Name Value Description <br />SS 1.351 MCER ground motion (period=0.2s) <br />S, 0.479 MCER ground motion (period=1.0s) <br />SMS 1.621 Site -modified spectral acceleration value <br />SM1 * null Site -modified spectral acceleration value <br />SpS 1.081 Numeric seismic design value at 0.2s SA <br />Spy * null Numeric seismic design value at 1.0s SA <br />* See Section 11.4.8 <br />Additional Information <br />Name Value Description <br />SDC * null Seismic design category <br />Fa 1.2 Site amplification factor at 0.2s <br />FV * null Site amplification factor at 1.0s <br />CRS 0.9 Coefficient of risk (0.2s) <br />CR, 0.896 Coefficient of risk (1.0s) <br />PGA 0.583 MCEG peak ground acceleration <br />FPGA 1.2 Site amplification factor at PGA <br />PGAM 0.699 Site modified peak ground acceleration <br />TL 6 Long -period transition period (s) <br />SsRT 1.351 Probabilistic risk -targeted ground motion (0.2s) <br />SsUH 1.501 Factored uniform -hazard spectral acceleration (2% probability of <br />exceedance in 50 years) <br />SsD 3.992 Factored deterministic acceleration value (0.2s) <br />S1 RT 0.479 Probabilistic risk -targeted ground motion (1.0s) <br />S1 UH 0.534 Factored uniform -hazard spectral acceleration (2% probability of <br />exceedance in 50 years) <br />S1 D 1.629 Factored deterministic acceleration value (1.0s) <br />PGAd 1.324 Factored deterministic acceleration value (PGA) <br />* See Section 11.4.8 <br />The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any <br />output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. <br />Page 19 of 63 1/2 <br />