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V <br /> 8. Please provide a schedule of Special Inspections that include, but is not limited to wood <br /> shear walls and their nailing for spacing closer than 4"o.c., use of post-installed anchors <br /> into concrete welding, and steel fabrication. See IBC Chapter 17. °:+E 54H: LtI, <br /> APPMP T Jb4ET5 <br /> 9. The current shear wall schedule with the values provided do not appear to be consistent <br /> with the capacities listed in Table 4.3A of SDPWS 2015 even when using reduction factors. <br /> Please provide additional information as to how these shear values were obtained. For <br /> instance, a 7/16"wood-structural panel WI 8d nails at 6"oc edge nailing yields a design <br /> capacity of 240 plf for seismic and 335 plf for wind using ASD. Please clarify as the value <br /> 0197p nthe deign calculatiopns dos not orres and to these values. <br /> JA AGNEP GHra�M clN gM� � P 'II ES 511®sIN42 Got aitAti« <br /> 10. Please provide foundation checks for the steel cantilever columns. Please include checks <br /> for global overturning, bearing, and stability. Also, please check the foundation for flexure <br /> and shear using the most current concrete design standard of ACI 318-14. <br /> % d %TELA 3 . <br /> 11.It appears lateral design calculations were provided for 1/2 of the structure. Please revise <br /> the analysis to include the entire structure in both directions. For example, the walls <br /> between units would be experiencing twice the load, but the calculations and design does <br /> not appear to reflect this. Please clarify and revise as required. kio dg,fiNftSibtaReepweg, <br /> 16.g? tt PAS Ea= t, f. $ES. ptMi ti. . c - <br /> 12. Please provide reference as well as the adjusted stress values for the wood framed <br /> members being designed in the permit calculations. Please identify which.NDS 2015 <br /> factors were used in the design of these members. Po Ae's/i61444WEE® <br /> Nee p.'tt'dh4t4eD "S1A4$$ VA`.0 S OP \VO P tt •N4oWtato G®MPuistmc e. AS <br /> ()Nextt3At..t.Y dior.4ITT <br /> If you have any questions on the architectural &energy code review, please email or call me at <br /> (425) 257-8976. <br /> If you have any questions on the Structural review, please email James Bronder at <br /> jbronder@ everettwa.gov or Call James at(425) 257-7287. <br /> Upon submittal of the drawings, your application will be given priority and plan reviews will <br /> recommence. All required submittals shall be sufficient detail and contain sufficient information to <br /> ensure that the proposed structure will be constructed in compliance with all adopted codes. <br /> Please prepare a response letter showing where each item in this correction <br /> letter is addressed on the plan set. <br /> Sincerely, <br /> 1 <br /> /12. <br /> 3eff Heilman <br /> Development Technician <br /> City of Everett Public Works Department <br /> 3200 Cedar St, Everett, WA 98201 <br /> Office: 425-257-8810 Direct: 425-257-8976 <br /> Email: 31-tellman@everettwa.gov <br /> Page 3 of-4 <br /> CITY OF EVERETT• 3200 Cedar Street• Everett, WA 98201 • (425) 257-8810 • Fax(425)257-8: <br />