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ECN NO./ <br /> PAGE 4 OF 17 <br /> ARSENE PROFESSIONAL ENGINEERS INC. <br /> CALCULATION SHEET <br /> Project 18-TAEC-008 Site Location.EVERETT <br /> Subject STRUCTURAL ANALYSIS OF TAEC SITE SE01688A Sheet of <br /> REV I ORIGINATOR J DATE I REVIEWER I DATE 11_11 REV I ORIGINATOR I DATE I REVIEWER I DATE <br /> 0 A.COCOSILA 05/31/2018 F.ARSENE 05/31/2018 <br /> 3 DESIGN LOADING CONDITIONS <br /> 3.1 Seismic <br /> The seismic condition assumptions are shown in Table 1. Site Class D was assumed in <br /> absence of a soil report. <br /> Table 1 —Seismic Data according to 2015 International Building Code. <br /> Site Class D <br /> Ss 1.420 <br /> Si 0.547 <br /> SDS 0.947 <br /> SD1 0.547 <br /> 3.2 Wind <br /> Basic Wind Speed =110 mph <br /> Exposure Type = B <br /> ;1) <br /> ARSENE PROFESSIONAL ENGINEERS INC(CALCULATION SHEET 0612012) <br />