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���� <br /> �� <br /> To:City of Everett Et����U/�wp�'U <br /> �� E <br /> RE: Owner: Clay Erickson <br /> ��� � � �N�� <br /> *^'/ � + ���a ���, <br /> �� <br /> Job Address: �� ��� <br /> 2402T �orD CITY OF �\����TT <br /> K���F�7'f Services <br /> ' ' <br /> Plan Check Nurnher� C2UO4'UQ1,Second Building Rew�w ^ /` ~'��rV/ces <br /> This is response to your letter, dated Aug. 11' 2O2Q: <br /> Architectural <br /> 4.This comment has not been addressed.The original comment stated that a minimum 36-inch <br /> landing should be provided at the base of the exterior stairs.The landing io not shown on <br /> Sheet A2.0,A4.0,or Detail 2/A5.2.The landing should be specified.The minimum width <br /> should equol the stair width. See Section R311.7.6 <br /> RESPONSE: <br /> 48"x48°X4"concrete landing added mnSht. A3'1' Simpson A35wv/Y2^dia,A.B'to connect stairs tm <br /> conc. (pR' 3S,36'41) <br /> Structural <br /> General, <br /> 1,This comment has not been completely addressed. Geotechnical special inspections are <br /> required for this project.A statement on special inspections should be provided in the "13. Soil <br /> and Foundation Data" portion uf the Structural Notes onSheet S-1.The statement should <br /> include a table listing each type of special inspection and shall specify the extent of each <br /> inspection (e.g, continuous, periodic) per IBC Section 1704.3.1, Note that the nnaxinnurn <br /> allowable soil bearing pressure is not legible and should be o}cady stated, the value should not <br /> exceed 1,500 pxf per Table 18O6.2 for Class S soils. See IBC Sections I07.2.1, 1603.1.6, and <br /> Table 1705.6' <br /> RESPONSE: <br /> New table for each type mf special inspections added mmSht'S-2 <br /> ' <br />