3615 26TH ST 2025-11-07 - Laserfiche WebLink

Mr. Vitaliy Tsaruk Plan Check Number: B2111-047, First Building Review April 27, 2022 General 1. The construction drawings should show all proposed work. All proposed work and work previously performed without permits should be shown as new construction. See Section R106.1.1 and additional comments below. Additional work to be shown includes but is not limited to: Framing plans for the new deck at the northwest corner of the building. All new headers, including vertical support framing and foundations. Details through the floor construction to transfer concentrated loads should be included. c. Replacement and addition of all fixtures, including but not limited to the existing bathroom, new bathroom, kitchen, and utility room. Architectural 1/The project appears to includes exposing the exterior envelope cavities for the entire building. The building is required to be insulated per WSEC Section R503.1.1 and Table R402.1.1. Attics should be provided with ventilation baffles per Section R402.2.3. 2. The shower in the new bathroom does not comply with Section R307.2. A minimum access width of 30 inches. The plans indicate an approximate clearance of less than two feet. The bathroom should be revised. The bathrooms and kitchen should specify exhaust fans including the minimum required performance rates per IRC Table M1505.4.4(1). 9�The smoke/CO alarm in the hallway should be relocated closer to the bedrooms. The floor plan should specify minimum alarm clearances per Sections R314.3(4) and R314.3.1. Structural The proposed modifications include changing the gravity load paths in multiple locations. The submitted drawings should substantiate modified load paths. New foundations 1. s rovided where required. The existing framing, including spans and locations of new concentra e a ing, should be shown to demonstrate tributary loading and substantiate the new load paths. See Sections R106.1.1 and R301.1, and the following two comments. 62. New foundations for all new and modified load paths should comply with IRC Chapter 4. Wood- framed construction on foundations should comply with Section R317.1, including clearance per Item 5. Alternatively, engineered foundations should be provided per IRC Section R301.1.3. In either case, details for new foundations are required, including but not limited to the new. interior concen tPrl hPam Inads and the expansion of the northwest corner of the building. oun a ions should comply with the minimum frost depth requirements per Section R403.1.4 and Table R301.2(1). /Beams and headers should comply with IRC Section R602.7. King and jamb studs should be specified for each header per Section R602.7.5. O 3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov Everett,WA 98201 425.257.8857 fax everettwa.gov/permits Page 2 of 3