3410 OAKES AVE B 2019-08-07 - Laserfiche WebLink

ENG/NEER/NG PUBLIC SERV/CES DEPARTMENT July 26, 2017 John McNeill 2620 Bellevue Way NE #114 Bellevue WA 98004 RE: Owner: McNeill Job Address: 3410 Oakes Ave Plan Check Number: C1705-009 Dear Mr. McNeill, In response to your application for a construction permit, your plans have been examined and you are advised that the issuance of a permit is being withheld for the reasons listed below. These comments address building issues only. Additional revisions or additions may be required by other departments (such as Utilities, Planning or Fire). All references refer to the (2015 International Building Code,) (2015 International Residential Code,) as amended by the State of Washington and/or Washington State Energy Code 2015 Edition, and adopted by the City of Everett, unless stated otherwise. In order for the processing of your application to continue, it will be necessary to provide the Building Division with two new complete sets of drawings reflecting the corrections requested. STRUCTURAL 1. On Detail 2/A4, it appears that the 2nd floor shear walls are transferring load out of the walls through the cantilevered diaphragm sheathing to the walls below. Please verify that sheathing can transfer the required shear load from the 2nd floor shear walls to the shear walls below through the sheathing or verify if drag struts are required to deliver load to the shear walls below. Also, please address how overturning moments are resolved at the second floor as it appears to be loading the 2x10 joists. 2. It appears that shear wall edge nailing less than 6"oc occurs on the project, please provide language in general notes requiring Special Inspections per IBC 2015 Sec 1705.11 or 1705.12. 3. At the stairwell between 2nd and 1st floors, it appears that the Typical 2nd Story Section on Sheet A4 applies at this location, please confirm. If confirmed, please address with calculations how wind pressures are transferred to the 2nd floor diaphragm or if the wall framing spans from ground level to roof level at this location. Please adjust detailing as required to convey design intent as required. ARCHITECTURAL 4. Provide minimum R-10 Rigid insulation thermal break at the perimeter of slab-on-grade in conditioned spaces. Provide detail showing thermal break between the "Hallway" in he ;age 1 of 2 CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 • Fax(425) 257-::