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• <br /> Everett Housing Authority <br /> Administrative Office Upgrades <br /> 03/24/20 <br /> Page 7 <br /> of special inspection and shall specify the extent of each inspection (e.g., continuous, <br /> periodic) per IBC Section 1704.3.1. The table shall include special requirements for <br /> seismic and wind resisting systems as required by IBC Sections 1704.3.2 and 1704.3.3, <br /> respectively. See IBC Sections 107.1, 1704.2.3 and 1704.3. <br /> ANSWER: Please note the "Special Inspection Table,"added to sheet S00.04. <br /> 2. The structural drawings include a "Deferred Submittals"section in the General Structural <br /> Notes on Sheet S00.01. The section appears to list work that is not included in the <br /> project, including but not limited to: post-tensioned concrete, pre-fabricated wood and <br /> steel trusses and joists, and stair systems. The list should be revised to remove work <br /> that is not in the project scope. See IBC Sections 107.2.1, 107.3.4, 107.3.4.1, and <br /> 107.4. <br /> ANSWER: Please note the revised "Deferred Submittals"section of the <br /> genera/structural notes,sheet S00.01, <br /> 3. The structural drawings include a "Deferred Submittals"section in the General Structural <br /> Notes on Sheet S00.01. The list should be revised to include the elevator system. <br /> Additional comments regarding the elevator design are provided below. See IBC <br /> Sections 107.2.1, 107.3.4, 107.3.4.1, and 107.4. <br /> ANSWER: Please see the revised list within the "Deferred Submittals"section <br /> of the general structural notes,sheet S00.01. <br /> Foundation System: <br /> 4. The Foundation Plan on Sheet S21.01 includes construction of an elevator pit adjacent <br /> to an existing load bearing foundation wall. Section 12/S40.02 indicates that the <br /> excavation for the pit will be below and potentially undermine the existing wall footing. <br /> The following comment should be addressed: <br /> a. Underpinning of the existing wall should be provided. Documentation substantiating <br /> the underpinning design should be submitted for review. See IBC Sections 1803.5.7 <br /> and 1804.2. <br /> b. Movement monitoring of the existing wall should be performed. The requirement <br /> should be specified in the"Structural Observation"section of the General Structural <br /> Notes on Sheet S00.01. See IBC Sections 1803.5.7 and 1804.1. <br /> ANSWER: <br /> a, The wall in question is a retaining wall for the ramp, not a bearing wall. <br /> Please see detail 11/550.02 for the order of construction clarification <br /> for the elevator pit. <br /> b. As noted above, the wall in question is not a bearing wall, The order of <br /> construction should mitigate the potential movement;therefore, no <br /> movement monitoring is required. <br /> 5. The Foundation Plan on Sheet S21.01 includes construction of an elevator pit adjacent <br /> to an existing load bearing foundation wall. The proposed construction along the <br /> 1 I <br />