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Response Letter <br />Subject: Project: <br />Job Address: <br />Plan Check No: <br />Bailey <br />6905 Beverly B�vd. <br />C1108-002 <br />Response to the correction letter from the city of Everett. <br />1. The plans as submitted do not meet the prescriptive requirements for lateral tracing. <br />Provide wind and seismic analysis prepared ty a licensed Washirqton State <br />Structura� engineer. <br />See calculations and plans provided <br />2. The plans do not meet the requirements ot the Washington State Energy Code <br />(WSEC) Table 6-1. Show rigid insulation at perimeter of the monolithic slab. <br />See F�oor Plan A-2.1 ior window U-Value callouts. See Foundation Plan A-2.2, <br />Detail 2 and Note 2 for rigid insulation at Foundation. <br />3. Footings Shall rest on undisturbed soil. <br />See Note 4 on Sheet A-2.2 <br />4. Provide anchor bolts. <br />See Note 1 and Detail 2 on Sheet A-2.2 for anchor bolt requirements. <br />5. Provide plate washers. <br />See Note 1 and Detail 2 on Sheet A-2.2 for anchor bolt requirements. <br />6. Required steel in Toundation. <br />See Detail 2 on Sheet A-2.2 <br />7. Provide #4 rebar dowe�s. <br />See Detail 1 on Sheet A-2.2 <br />8. Provide Attic Access <br />See Floor Plan Sheet A-2.1 For attic access location and size. <br />