1716 HOYT AVE 2023-04-07 - Laserfiche WebLink

Mr. Dan King Plan Check Number: B2105-051, First Building Review November 3, 2021 General 1. The plans appear to require demolition of the existing north wall, portions of the east and west walls, and part of the roof along the north edge. The extent of the demolition should be clearly shown in the Existing Structure plan on Sheet 1. See IRC Section R106.1.1. 2. The framing plans on Sheet 3 should clearly delineate between existing and new work using established drafting standards. See IRC Section R106.1.1. Architectural 3. The east door should be provided with a landing per Section R311.3. 4. The ceiling construction is not clear and may include GWB. The following comments should be addressed: a. The roof is required to be ventilated per Section R806. The minimum area of ventilation required should be specified. The ventilation should be evenly distributed around the building perimeter and between the eaves and ridges. b. Baffles are required per WSEC Section R402.2.3 if insulation is provided as shown in the detail on Sheet 4. c. An access hatch is required per Section R807. The hatch dimensions and location should e specified in the roof framing plan. Structural 5. A general fastener schedule should be provided per IRC Table R602.3(1). Providing a reference to this table in the drawings does not satisfy this requirement. In addition, the make and model of proprietary hardware should be specified where used for connections. Locations requiring proprietary fasteners appear to include but are not limited to the new beam over the 16-foot wide garage door. 6. Details for the construction of the new walls should be included. The details should specify connections for the top and bottom framing plates to the existing structure. King and jamb studs should be provided for all headers per Section R602.7.5. See IRC Sections R106.1.1 and R301.1. 7. The Front Elevation on Sheet 2 specifies an 8-foot tall garage door located in an existing undimensioned wall that scales to approximately 8 feet tall. The wall framing plan on Sheet 3 specifies a nominal 12-inch header over the doorway. The proposed construction is not feasible as shown and should be revised. See Section R106.1.1. 8. The roof along the north edge is losing vertical support from the demolished wall. A section should be provided along this edge should the construction remaining and the new support condition(s). See IRC Section R106.1.1 and Chapter 8. 9. The roof framing plan on Sheet 4 specified 18-inch rake edges for the north and south sides of the addition. The sheathing along these edges is unsupported and should be limited to 9 0 3200 Cedar Street 425.257.8810 everetteps@everettwa.gov s„s Everett,WA 98201 425.257.8857 fax everettwa.gov/permits Page 2 of 4