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5. The connection calculation appears to consider the weaker direction of rotation, which is also out -of -plane for <br />the wall. See calculation page SE-AD-5 indicated zero moment for the in -plane moment vector. The <br />connections will be stiffer in the other direction. <br />— Drew Martin, P.E., S.E. <br />Associate Engineer —Commercial Plans Examiner I Permit Services <br />425.257.8813 13200 Cedar Street, 2°d Floor, Everett, WA 98201 <br />EVERETT Hours: M/W/Th/F: 7:30am-12:00pm & 1:00pm-3:00pm; Tu: 1:00pm-3:00pm <br />everettwa.gov I Facebook I Twitter <br />From: Matt Schmitter <matt@dcgengr.com> <br />Sent: Tuesday, January 19, 20219:48 PM <br />To: Drew Martin <dmartin@everettwa.gov> <br />Cc: Eric Maunder <ericm@dcgengr.com> <br />Subject: RE: Intro <br />Drew, <br />Here is that addendum you requested. Hopefully this takes care of everything. <br />Thanks <br />Matthew C. Schmitter, PE, SE <br />Vice President I Principal of Structural Engineering <br />Davido Consulting Group, Inc. <br />T 206.523.0024 x 102 <br />Seattle I Mount Vernon I Whidbey Island I Federal Way <br />From: Drew Martin <dmartin@everettwa.gov> <br />Sent: Tuesday, January 19, 20212:57 PM <br />To: Matt Schmitter <matt@dcgengr.com> <br />Subject: RE: Intro <br />Hello, Matt. Just checking in. I'll be in tomorrow as well. If you're able to get the documentation to me verifying the <br />bae connection design for the steel frames, hopefully earlier than the end of the day, I should be able to complete the <br />reviews. <br />_ Drew Martin, P.E., S.E. <br />Associate Engineer —Commercial Plans Examiner I Permit Services <br />425.257.8813 13200 Cedar Street, 2"d Floor, Everett, WA 98201 <br />EVERETT Hours: M/W/Th/F: 7:30am-12:00pm & 1:00pm-3:00pm; Tu: 1:00pm-3:00pm <br />everettwa.gov I Facebook I Twitter <br />From: Matt Schmitter <matt@dcgengr.com> <br />Sent: Friday, January 15, 2021 5:44 PM <br />3 <br />