3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

ENGINEERING PUBLIC SERVICES DEPARTMENT February 2, 2018 Brad Rzechula bradrzechula@gmail.com Leading Edge Construction, LLC 1777 S Burlington Blvd., #513 Burlington, WA 98233 RE: Owner: 3317 Rucker Ave LLC Job Address: 3317 Rucker Ave, Units C & D Plan Check Number: B1712-005 Dear Mr. Rzechula, 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), the 2015 International Existing Building Code (IEBC), the 2015 International Property Maintenance Code (IPMC), the 2015 International Fire Code (IFC), the 2015 International Mechanical Code (IMC), and the 2015 International Energy Conservation (IECC), as amended by the State of Washington (WSEC) 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, FHA, and HUD regulations and standards, including the Fair Housing Accessibility Guidelines may be more restrictive. 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. Structural 1. It appears that the lateral system comprises of wood shear walls. Per SDPWS 4.2.5.2, item 3 requires that loading parallel to the open side be considered as a semi-rigid or rigid diaphragm with the inclusion of torsion and accidental torsion as well as the cantilever over the open front is greater than 6'-0"at 10,-0". It appears that a rigid diaphragm analysis was performed for both wind and seismic conditions. Please provide the values for induced torsion and amplification factors for accidental torsion and their values. Also, please provide checks for diaphragm including drift calculations for this structure as it appears to not be provided in the calculations. 2. A discontinuous shear wall appears to be present along Grid A at the Main Floor level plan of S4.0. Please provide design calculations addressing the discontinuous shear wall conditions approximately along Grid A. Please address the force couples resultin fro a e 1 of 2 CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 • Fax (425) 257-8857