9911 23RD AVE SE 2021-12-15 - Laserfiche WebLink

ENGINEERING PUBLIC SERVICES DEPARTMENT April 14, 2017 Eric Delfel, PE edelfel@g-o.com Gray & Osborne, Inc. 701 Dexter Ave N., STE 200 Seattle, WA 98109 RE: Owner: Job Address: Plan Check Number: Dear Mr. Delfel, Silver Lake Water & Sewer District 9911 23rd Ave SE B 1703-043 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 Building Architectural, 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. 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. On S9 of the structural drawings, it appears that a CMU lintel beam is spanning 12'-0" over a new wall opening. However, the lintel beam reinforcement schedule on S9 indicates no conditions longer than 3'4". Please provide a revised schedule/details and calculations for CMU spanning over wall openings longer than 3'-4". 2. Please provide a wall thickness for the HSS 3x3 shown on section B of Sheet S9. 3. It is unclear if the retaining walls that form the lower elevation of the pump pit are now designed to be attached to the new slab on grade forming around the pit. If doweling of the new slab to the top existing walls is intended, please verify if the wall is able to resist the "at -rest" soil pressure conditions as opposed to the "active" soil pressure conditions. Please provide a narrative or calculations are required justifying the detailing at the top of the wall. Pagel-aP"� , CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 • Fax (425) 257-8857�/