2209 124TH ST SE 2026-04-15 - Laserfiche WebLink

• A footing drain is required per IRC R404.1.3. Details RI & R3 on Sheet 8: • Standard hooks are required for dowel bars when construction joint occurs between footing and stem wall per IRC R403.1. General 1. Framing, sheathing and siding should be indicated as pressure treated, where required by code. The siding materials should be identified on all applicable details. The exterior soffit condition shown on the building A/5, on C1/7, and on B2/7 should indicate venting and finishes. Detail B2 is not appropriate for a mudsill as noted. In reference to previous comment. The sheathing and siding materials should be identified and shown on the. slab on grade details. If the sheathing and/.or siding are wood, and less than 6 inches from the ground, they should be identified to meet the wood grade and pressure treatment. requirements per IRC R319.1 (5). All wood framing -members that rest on exterior foundation walls and are less than8 inches from exposed ground also should meet these requirements, per IRC R319.1(2). ' 2. A guardrail and a handrail are required at both sides of the stairs to the front porch entry, based on the number of risers shown, per IRC R311.5.6.3 and IRC R312.1. In reference to previous comments: All interior and exterior stairs exceeding four risers should have at least one handrail indicated on the plans, continuous between top and bottom risers, per R311.5.6. ...The number of risers should be indicated for each stair run with intermediate landing elevations noted from the datum indicated on the site plan. 3. The drywall should also be indicated under the risers and landing at the storage room under the stairs. In reference to previous comment. The storage room under the stairs should be sheathed with drywall at walls, under the stair surface, and any sof is with 112 inch gypsum board, per IRC R311.2.2. Upon submission of the revised drawings, your application will be given priority and plan review will begin. All required submittals must be of sufficient detail and information to ensure that. the proposed structure will be constructed in compliance with all adopted codes. Please provide a response letter, which shows where each item in this correction letter is addressed on the plan set. Please contact me with any questions at 425- 257-8813. Examiner cc: Denny Smiley, Designer J eilman, Plans Examiner, City of Everett Steve Miller, Associate Engineer, City of Everett SAMHaley\Word\C0608-036 205 79th PI SE Basic 217 2nd submittal.doc