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411. <br /> Mr. Dan King <br /> Plan Check Number: B2105-051, Second Building Review <br /> February 9, 2022 <br /> 13.The proposed foundation anchor is not a pre-engineer product and requires engineering per <br /> ACI 318-14 Sections 17.2.3.3 and 17.2.3.5.3; both shear and hold-down anchors may be <br /> required pending analysis. The design concrete strength should not exceed 3,000 psi without <br /> testing substantiating a higher value. Alternatively, new foundations may be constructed with <br /> cast-in-place anchors. See Section R301.1.3, and IBC Sections 16 4.1 and 1901.5. <br /> Ai Of PP ,1,�,r „ -WV QO 11 UNO JD <br /> 15.The new 15-foot garage bay should comply with the requirements for new construction, <br /> including existing walls forming part of this structure. The maximum dimension of the building <br /> at Wall Line D is 25 feet. A minimum of 2 braced panels are required per IRC Section <br /> R602.10.2.3. A panel is required at each end per Section R602.10.2.2.1. Based on the <br /> maximum clear height to the roof sheathing of approximately 12 feet, the minimum required <br /> wall length is 6 feet per Table R602.10.3(3). Note that the wall length will increase by at least <br /> 50% unless both sides are sheathed (i.e., minimum GWB required on the opposite side) per <br /> Table R602.10.3(4) Item 9. An engineered anchorage design is required unless new foundation <br /> with cast-in-place anchors is provided; see Comment 13 above. <br /> he wall framing plan on Sheet 3 includes a note for the Type CS-PF wall at the northwest <br /> corner of the building. The note specifies a minimum wall length of 18 inches, which may be <br /> confused with theT-inch s ecified wall pier. The note should be revised. See Section <br /> R106.1.1. CIAP WC-Ief) Tb <br /> This review has been performed for general compliance with the building codes as adopted and <br /> amended by the state of Washington and the city of Everett. Corrections and comments made <br /> during the review process do not relieve the project from compliance with code and permit <br /> requirements. The designers-of-record are responsible for a complete design in accordance with <br /> the laws of the state of Washington. <br /> If you have any questions or require additional clarification, please contact us. <br /> Respectfully, <br /> Drew Martin, P.E., S.E. <br /> Associate Engineer/ Commercial Plans Examiner <br /> (425)257-8813 <br /> dmartin@everettwa.gov <br /> S:\BMartin\2021\B2105-051_R2.docx <br /> O3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> Page 2 of 2 <br />