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i <br /> Mr. Joel Haack <br /> Haack Brothers Homes <br /> Plan Check Number: C2004-001, Second Building Review <br /> August 11, 2020 <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 is not shown on <br /> Sheet A2.0, A4.0, or Detail 2/A5.2. The landing should be specified. The minimum width <br /> should equal the stair width. See Section R311.7.6 <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"B. Soil <br /> and Foundation Data" portion of the Structural Notes on Sheet 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 maximum <br /> allowable soil bearing pressure is not legible and should be clearly stated, the value should not <br /> exceed 1,500 psf per Table 1806.2 for Class 5 soils. See IBC Sections 107.2.1, 1603.1.6, and <br /> Table 1705.6. <br /> 2. This comment has not been addressed. The project includes steel construction per Detail 14/S- <br /> 2 (previously Detail 11/S-1) that requires special inspection, as stated in the original review <br /> comment. It is presumed that the fabrication will be performed on the premises of a <br /> fabricator's shop. Special inspections are required to be performed by the fabricator unless <br /> they are registered and approved to perform work without special inspections. The Structural <br /> Notes on Sheet S-1 should be revised to list work being performed by approved fabricators. <br /> Work not being performed by approved fabricators should be added to the list of special <br /> inspections. See IBC Sections 1704.2.5, 1704.2.5.1, and Section 1704.5 Items 1 and 2. <br /> 3. This comment has not been completely addressed. An illegible note has been added to the <br /> "Prefabricated Plywood Web Joists" portion of the Structural Notes on Sheet S-1. The structural <br /> drawings include work that has been deferred by the structural engineer. A statement of <br /> deferred submittals should be added to the Structural Notes on Sheet S-1 listing work <br /> designated as deferred submittals. The note shall include a statement requiring the engineer- <br /> of-record to review the deferred submittals and verify conformance with the construction <br /> documents. See IBC Sections 107.2.1, 107.3.4, 107.3.4.1, and 107.4. <br /> Foundation System: <br /> 7. The following comments regarding the foundation design have not been completely addressed: <br /> a. The foundation elevations should be specified. Sheet A4.0 appears to have a top-of-slab <br /> elevation added for the Basement floor, but no other elevations appear to be specified. See <br /> IBC Section 107.2.1 <br /> d. The typical footing under the exterior perimeter wall is specified as 16 inches wide. Detail <br /> 2/S-1 appears to indicate the footing should be 18 inches wide. Per the response, 18-inch <br /> 0 3200 Cedar Street 0 425.257.8810 0 everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> Page 2 of 4 <br />