1724 100TH ST SW 2025-11-07 - Laserfiche WebLink

i i E I E Elden McCall f Plan Check Number: B2207-083, B2207-086, B2207-089, B2207-090, B2207-091, and B2207-092, First Building Review f September 27, 2022 6. Details of the gable end roof condition should be provided. Detail should specify bracing requirements to resist out-of-plane loading (e.g., wind) on the wall if the wall is not continuous between the floor and roof sheathing, This is not provided by the manufacturer. Note that truss stability bracing provided by the manufacturer is not intended for this purpose. See Sections R106.1.1 and R602.3. 7. Structural special inspections may be required for this project (shear wall nailing closer than 4 inches). A statement on special inspections has not been provided and should be provided on the plans. The statement should include a table listing each type of special inspection and should specify the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The table should include special requirements for seismic and wind resisting systems as required by IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, 1704.2.3, 1704.3, Table 1705.3. This review has been performed for general compliance with the building codes as adopted and amended by the state of Washington and the city of Everett. Corrections and comments made during the review process do not relieve the project from compliance with code and permit requirements, The designers-of-record are responsible for a complete design in accordance with the laws of the state of Washington. If you have any questions or require additional clarification, please contact us. Respectfully, Rakeeb Khan Residential Plans Examiner (425)257-7263 rkhan@everettwa.gov S:\RKhan\2022\B2207-092_R1.docx ('(M Everett,WAWA 98201 OQO dar Street 425.257.8$10 everetteps@everettwa.gov 425.257.8857 fax everettwa.gov/permits Page 3 of 3