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Elden McCall <br />Plan Check Number: B2207-083, B2207-086, B2207-089, B2207-090, B2207-091, and B2207-092, First <br />Building Review <br />September 27, 2022 <br />6. Details of the gable end roof condition should be provided. Detail should specify bracing <br />requirements to resist out -of -plane loading (e.g., wind) on the wall if the wall is not continuous <br />between the floor and roof sheathing. This is not provided by the manufacturer. Note that <br />truss stability bracing provided by the manufacturer is not intended for this purpose. See <br />Sections R106.1.1 and R602.3. <br />7. Structural special inspections may be required for this project (shear wall nailing closer than 4 <br />inches). A statement on special inspections has not been provided and should be provided on <br />the plans. The statement should include a table listing each type of special inspection and <br />should specify the extent of each inspection (e.g., continuous, periodic) per IBC Section <br />1704.3.1. The table should include special requirements for seismic and wind resisting systems <br />as required by IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, <br />1704.2.3, 1704.3, Table 1705.3. <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 />Rakeeb Khan <br />Residential Plans Examiner <br />(425)257-7263 <br />rkhan@everettwa.gov <br />S:\RKhan\2022\B2207-092—RI.docx <br />3200 Cedar Street 425.257.8810 „ everetteps@everettwa.gov <br />Everett, WA 98201 425.257.8857 fax J everettwa.gov/permits <br />(Page 3 3�l <br />