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TYLER LEVIN <br /> 1013 RUCKER AVE <br /> B2308-020 <br /> 5. If prefabricated wood i-Joists are to be used for construction of the upper floor, please <br /> verify the floor joists are adjusted appropriately per Chapter 7 of the applicable AWS NDS. <br /> NDS Table 7.3.1 outlines the applicability of adjustment factors for prefabricated wood I- <br /> joists. - <br /> 6. Please verify that for any sawn member an appropriate size adjustment factor (outlined in <br /> the provisions of Chapter 4 of the AWS NDS) is multiplied by the appropriate Reference <br /> Design Value provided in Tables 4A through 4F of the NDS Supplement. -'; <br /> 7. Page 3 of the lateral calculations provides a Fa and Fv value of 1.2 and 1.5, respectively. Per <br /> ASCE 7-16 Table 11.4-1, Fa for Site Class D and a Ss of 121% should be approximately <br /> 1.016. Per ASCE 7-16 Section 11.4-8 determine and note if S1 is applicable. Please update <br /> the site-specific seismic criteria. <br /> 8. Please provide calculations satisfying the provisions of ACI 318-14 and pertinent detailing <br /> for the connection between the 6x6 DF/L No. 2 Posts and 30"x30"x10"concrete pads <br /> located at either side of the garage door. <br /> 9. Clarity of construction documents: <br /> a. A detail illustrating the connection at the intersection of the roof jacks, floor <br /> joists/sheathing and supporting beam should be provided in the structural plans. <br /> b. Please provide a detail for the isolated footings shown on the plans beneath the <br /> columns of the garage that either satisfies the prescriptive detailing requirements of <br /> the 2018 WRC or the ACI 318-14 concrete construction code. <br /> 10. The beam calculation for"22ftUpperFlrBmAbvGarage" provided by American Home Planners <br /> uses a Construction Load Duration factor of 1.25. Please provide calculations using the <br /> applicable and least conservative load duration factor as is required by the governing load <br /> combination and section 2.3.2 of the 2018 AWC NDS. I�i •�i �c; <br /> This review has been performed for general compliance with the building codes as adopted and <br /> amended by the state of Washington and the city of Everett. Corrections and comments made <br /> during the review process do not relieve the project from compliance with code and permit <br /> requirements. The designers-of-record are responsible for a complete design in accordance with <br /> the laws of the state of Washington. <br /> if you have any questions or require additional clarification, please contact us. <br /> 3200 Cedar Street 425.257.8810 = permitserrices@everettwa.gcv <br /> Everett, 1AIA 98201 - 425.257.8857 fax everettvia.gov/permits <br /> Page 3 of 4 <br />