4201 RUCKER AVE COMMUNITY HEALTH CENTER 2019-04-10

ENGINEERING PUBLIC SERVICES DEPARTMENT August 2, 2017 Janet Monda, AIA janet@awerks.com Architectural Werks, Inc. 11416 98th Ave NE, STE 200 Kirkland, WA 98033 RE: Owner: Community Health Center of Snohomish County Job Address: 4205 Rucker Ave Plan Check Number: B1705-065 Dear Ms. Monda, In response to your application for a construction permit, your plans have been examined and you are advised that revisions may be necessary before a permit can be issued. Please review and respond to the comments below. These comments address building issues only. Additional revisions or additions may be required by other departments (such as Public Works, Planning, or Fire). All references refer to the 2015 International Building Code (IBC), as amended by the State of Washington and adopted by the City of Everett. The current IBC referenced standard for accessible design is the 2009 "Accessible and Usable Buildings and Facilities" (ICC/ANSI A117.1). Federal ADA regulations and standards may be more restrictive. 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. In order for the processing of your application to continue, it will be necessary to provide the Building Division with two complete new sets of construction documents reflecting the corrections requested. All revisions require the person delivering the drawings to replace the revisions into the two sets here at our offices. For significant revisions, or if the revisions are coming directly from a document printing facility, please make arrangements with them to print and deliver two replacement sets. Structural 11. Previous Comment: On detail 6/S3.1, a kerf plate is being provided to connect between individual braces. However, the other brace that is being kerfed through to accommodate the plate does not meet the gross area and strength requirements per AISC 341-10 Sec F2.5b. Please verify that the reinforcing plate is provided for the full length of the kerf region and satisfies strength and development requirements. New Comment:On Detail 6/S3.1, per the response, it appears that the 1/2"Grade 50 kerf plate is meant to take both tension and compression loads simultaneously. One set of braces in tension, while the other set of braces is undergoing compression loading. Please provide an analysis that validates this behavior of the plate or provide a reinforcement plate for the kerfed HSS that spans the full length of kerf and is developed on each end of the kerf. Also, the kerf plate that is called does not appear to develop the full expected tPage1of2) CITY OF EVERE1T • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 • Fax (425) 257—