3620 BROADWAY VERIZON 2019-01-11

,fr. ENGINEERING PUBLIC SERVICES DEPARTMENT August 22, 2017 James Thomas jthomas©arch-design.net Architectural Design Associates, PS 2221 Everett Ave, STE 201 Everett, WA 98201 RE: Owner: Van Winkle Properties Job Address: 3620 Broadway Ave Plan Check Number: B1706-057 Dear Mr. Thomas, 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 1. It appears that the concrete wall piers are contributing lateral resistance to the structure. Please provide the seismic coefficient calculations for the structure in each direction, for each lateral force resisting system used. Please list the R-factors, Overstrength factors (0), Cd-factors used in the structure as well as the governing base shear in each direction per IBC 2015 1603.1.5. Also, see ASCE 7-10 Sec 12.2.3.3 for horizontal combinations of lateral systems. 2. On Sheet LP 1.0 and elevation 1/A1.1, please describe the load path and detailing required to resolve out-plane-forces generated by the new full height brick wall and in-plane in the orthogonal directions. Detail 18/S1.1 shows a concrete vertical element, but on A2.1, it agelof2 CITY OF EVERETT• 3200 Cedar Street• Everett, WA 98201 • (425) 257-8810 • Fax(425) 257-85`7--- -." `�