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d. Evaluation and installation of shear wall holdowns. Holdown design must include overstrength on the <br /> earthquake component per ACI 318-14 Section 17.2.3.4.3,and additional vertical seismic effects per <br /> ASCE 7-16 Chapter 12. The overstrength factor must be applied to the earthquake force, not the net <br /> uplift force. <br /> e. New post-installed sill plate shear anchors for either existing or new shear walls must include <br /> overstrength on the earthquake component per ACI 318-14 Section 17.2.3.5.3. <br /> f. Evaluation of beams supporting discontinuous shear walls per ASCE 7-16 Section 12.3.3.3. The seismic <br /> component shall be increased by the overstrength factor. <br /> g. Provide new foundations if required. <br /> Please let me know if you have questions. <br /> ® brew Martin, P.E., S.E. <br /> ® Associate Engineer—Commercial Plans Examiner I Permit Services <br /> 425.257.8810 1 3200 Cedar Street, 2"d Floor, Everett, WA 98201 <br /> EVERETT Phone Hours: M/W/T: 8 am- 12 pm&1 pm—3 pm;Tu: 1:00pm-3:00pm <br /> everettwa.gov/permits I Facebook I Twitter <br /> Note:Emails and attachments sent to and from the City of Everett are public records and maybe subject to disclosure pursuant to the Public <br /> Records Act. <br /> 4 <br />