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0 <br />L A verification via engineering analysis that the existing walls that are <br />receiving the proposed new ledger and joists are sufficient to the carry the <br />new vertical and lateral loads. Please note if the existing dwelling's walls are <br />not intended to support the vertical loads of the deck replacement, please <br />provide details indicating that the replacement deck can independently carry <br />the design vertical loads by providing a direct load path to a foundation <br />without transferring through the existing residence's foundation. IRC <br />R301.1.3.This seems redundant and I've provided everything you've <br />asked for to meet compliance and clarity for inspection. The deck load <br />will be within IRC Table R507.2 via WA requirements. The replacement <br />deck is 2 feet less in depth off the home (192 sq feet and 8 feet out vs <br />240 sq feet and 10 feet out). The deck is much smaller than the existing <br />deck with 16" joist spacing vs the existing of 24" with tension brackets <br />and proper lagging. <br />