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A. . S <br /> Structural Calculations <br /> For AHBL <br /> Glacier Peak - Compass TI <br /> Addendum <br /> Everett, WA <br /> Project # 2190664.20 <br /> Project Principal Danial L. Booth PE SE <br /> Sr. Engineer Larry A. Higgins PE <br /> Design Criteria <br /> Design Codes and Standards <br /> Codes and Standards: Structural design and construction shall be in accordance with the <br /> applicable sections of the following codes and standards as adopted and amended by the local <br /> building authority: International Building Code, 2015 Edition. <br /> Structural Design Criteria: <br /> Wind Load Criteria: 1IL L. BO <br /> Ultimate Wind Speed 110 mph of A O <br /> Risk Category II � 94.. <br /> Wind Exposure • <br /> Topographic Factor 1.0 <br /> i0 <br /> - <br /> •Ip <br /> 1 �i <br /> 28466 <br /> Seismic Criteria: 'o �c o�01, >' <br /> Risk Category II SsioNAL �' <br /> Seismic Importance Factor 1.0 /0/08/20/9 <br /> Ss = 1.229 Si = 0.47 <br /> Sds = 0.826 Sdo = 0.479 <br /> Site Class = D <br /> Seismic Design Category = D <br /> Project Description <br /> The project consists of cutting in a number of small windows into existing tilt wall panels. The <br /> original building was designed by AHBL. New seismic wall girts will be located on the panel joints <br /> to pick up the out of plane seismic loading on the walls. <br /> This addendum includes calculations required to cover city comments. <br /> ©E[VE <br /> OCT 172019 <br /> CITY OF EVERETT <br /> Permit Services <br />