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CITY OF EVERETT <br /> Public Works Department <br /> November 27, 2018 <br /> Jeff Miller <br /> jeff.miller@jmconsultingdesign.com <br /> JM Consulting & Design <br /> 10041 NE 130th Lane, Unit A <br /> Kirkland, WA 98034 <br /> Owner: Marvin Saunders <br /> Job Address: 911 88th St SE <br /> Plan Check No: C1810-001 <br /> RE: Building Permit Review Letter <br /> Dear Mr. Miller, <br /> In response to the application for a building permit, the plans have been examined and you are <br /> advised that revisions may be necessary before a permit can be issued. Please review and <br /> respond to the comments below. <br /> STRUCTURAL <br /> 1. It appears that a combination of custom wood and steel framing is being proposed for this <br /> project. Please provide stamped design calculations by an engineer in the state of <br /> Washington that can verify the structural design details, plans, and calculations are in <br /> accordance with IBC Chapter 16. <br /> 2. On Detail 3A/D1, the bent plate connection does not appear to resist the flexural moment <br /> produced by the W12x22, please revise the connection or provide a stamped design <br /> calculations verifying that the capacity is adequate to support the design demand reaction <br /> from the beam. IBC 1604.2. <br /> 3. On Detail 3A/D1, the proposed 1/4" fillet weld between the bent plate and the beam can't <br /> be achieved given weld size and plates. Please revise as required. IBC 107.2.1. <br /> 4. On Detail 3A/D1, please provide stamped calculations verifying the post-installed <br /> connection to the existing concrete wall is per ACI 318-14 Chapter 18 as it appears that a <br /> pryout failure may occur from the post-installed connection given its proximity to the edge <br /> of concrete. <br /> 3200 Cedar Street © 425.257.8800 O everettpw@everettwa.gov <br /> Everett,WA 98201 425.257.8882 fax everettwa.gov <br />