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respectively. Reduced axial loads should be used with tensile loading conditions. See IBC Sections 1604.1, 1605, <br /> 1613.1, 1901.2, and 2205.2.1.2. <br /> 5. Global stability calculations substantiating uplift on the foundations should submitted for review. Reduced axial <br /> loads should be used with tensile loading conditions. See IBC Sections 1604.1 and 1605. <br /> Please let me know if you have questions. Thank you. <br /> — Drew Martin, P.E.,S.E. <br /> Associate Engineer—Commercial Plans Examiner I Permit Services <br /> 425.257.8810 13200 Cedar Street, 2nd 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 may be subject to disclosure pursuant to the Public <br /> Records Act. <br /> 2 <br />