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• � <br /> 4. For guardrails, please provide the following: <br /> a. Size and spacing of the guardrail supports and their connections (and structural <br /> calculations by an engineer demonstrating the demands do not exceed the <br /> capacities). <br /> b. Show the extents of the guardrails on the plans. <br /> 5. It appears that the Simpson post connection to the footing, EPB44HG, is not rated for <br /> lateral resistance. Please revise the connection such that lateral resistance is provided or <br /> provide a narrative describing the load path to the foundation with the connection <br /> specified. <br /> 6. Please update the fastener schedule of the ledger beam to the exterior existing wall for the <br /> live load of 60 psf. It is recommended that the revised Table R507.2 be followed, please <br /> see attached documentation. Please field verify the existing conditions. <br /> 7. It appears that the knee bracing being provided for the typical deck does not appear to <br /> confirm to the Snohomish Counry Deck construction details as shown in the drawings. <br /> Please revise as required. <br /> 8. It is unclear what the elevation difference is between the spa framing and the typical deck <br /> framing. Please provide section cuts and/or elevations on the plans locating the top of <br /> framing between the two decks. <br /> If you have any questions, please email or call me at (425) 257-8976. Upon submittal of the <br /> drawings, your application will be given prioriry and plan reviews will recommence. All required <br /> submittals shall be sufficient detail and contain sufficient information to ensure that the proposed <br /> 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 /> ��� <br /> Jam s Bronder, PE <br /> Pla xaminer <br /> Asso � te Engineer <br /> Page 2 of 2 <br /> CITY OF EVERETT . 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 . Fax (425) 257-8857 <br />