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Michael Smith <br />Chrysalis Homes, LLC <br />Plan Check Number: B2106-061, First Building Review <br />September 14, 2021 <br />to the support for Beam B1 and entrance to the stairway. See Foundation Plan on Page F1 of <br />structural calculations for location of footings. the footing has been added to the plans <br />®See Sheet 1. Foundation Pad Schedule note "the bottoms of all concrete pads to extend 12 the note has <br />into undisturbed soil per IRC R 403.1.4" should be updated to specify foundations to *' been <br />founded a minimum of 18" below grade for frost protection per EMC Section 16.01.010(J). corrected on <br />the revised <br />15. ee Sheet 1 and 3. Plans should show top and bottom connection of the 6x6 post at the plans <br />covered entry into the garage. the covered entry info has been removed from the plans <br />©See Sheet 5 and 7. It appears that the existing ridge direction shown on Sheet 5 does not <br />reflect what is shown on Sheet 7 in the Existing Front Elevation. Plans should specify a header <br />for the new opening at the entrance to the Study Hall/Loft. Provide calculations showing a new <br />header sized for the design loads of the existing roof framing and new roof framing. Plans <br />should specify whereframing <br />requirements. the framing and the elevations have been verified <br />17. Please provide a building cross section starting the cut from the Study Hall/Loft Area through to <br />the deck. Ithe partial section has been added to the revised plans <br />18. dentify all trusses used as drag struts and show loads on framing plan. see engineering letter form <br />19. See Sheet 4. Hold down forces from shear walls along the Upper Floor Fr the engineer of record <br />to be supported on the garage header. The Upper Floor Rear shear wall appears to be <br />supported on cantilevered floor joists. Connecting elements supporting discontinuous walls or <br />frames should be designed including an over -strength factor. Calculations should show <br />connecting elements can support the uplift load including the overstren th factor. Please see <br />ASCE 7 Table 12.3-2 (4) and ASCE 7 Sec see engineering letter form the engineer of record <br />This review has been performed for general <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 />Respectfully, <br />Rakeeb Khan <br />Residential Plans Examiner <br />(425)257-7299 <br />rkhan@everettwa.gov <br />S:\RKhan\2021\B2106-061—R1.docx <br />0 3200 Cedar Street 425.257.8810 O everetteps@everettwa.gov <br />Everett, WA 98201 425.257.8857 fax everettwa.gov/per <br />Page 4 of 4 <br />