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Mr. Drew Martin <br /> 2713 Maple Street, LLC <br /> Plan Check Number: B2101-051, Third Building Review <br /> May 9th, 2022 <br /> shear walls per AWC SDPWS-15 Section 4.1.4. The south wall should be reframed to provide <br /> full-height studs on each side of wall openings, and at each end shear walls. The number of <br /> studs provided at openings and wall ends should be based on analysis. Typical wall framing <br /> details should be included in the drawings. The details should be consistent with the existing <br /> framing co ditions. See IBC Sections 107.2.1, 1604.1, 1604.4, 1609.1, 1613.1, and 2306.1. <br /> Proposed wall penetrations have been adjusted to avoid impacting the continuous <br /> full-height studs. Calculations added using C&C pressures to confirm tuds can span <br /> between floors. pit( J17llivi f'- r, (f) _ fl w 110 <br /> STAin <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 /> Ismail Mohammad <br /> 2713 Maple Street, LLC <br /> PO Box 1094 <br /> Woodinville, WA 98072 <br /> Sonja Gil <br /> Arkitech Drafting Studio <br /> Jon Conner PE, SE <br /> Structural Engineer I Lakeview Structural Engineering <br /> 715 99th Ave SE <br /> Lake Stevens, WA 98258 <br /> C: 206.914.9536 <br /> LakeviewSE@Outlook.com <br /> Page 6 of 6 <br />