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Elizabeth Clay <br />Concept Architecture <br />Plan Check Number: C1905-001, First Building Revisions Review <br />March 13, 2022 <br />Architectural <br />Whole house ventilation system should specify the performance requirements per Section <br />M1507.3. See Table M1507.3.3(1) for continuous whole house mechanical ventilation system <br />airflow rate requirements. <br />2. The locations of all smoke and CO alarms should be shown on the floor plans on Sheet A2.2. A <br />note should be included on the plans specifying that alarms should be hardwired, <br />interconnected, and provided with back-up battery power as required per IRC Sections R314 <br />and R315. <br />3. The project appears to include modifications to the stairs. Details for the construction should <br />be included. The stringers should comply with the joist span tables considering the net depth <br />after notching for steps. The stair rise and run, and width, should be specified. Handrails <br />should be provided. See IRC Section R311.7. <br />4. Guard details should be included in the construction drawings. The guards should comply with <br />IRC Section R312.1. The guards, connections to the supporting framing, and the supporting <br />framing should be designed to resist a minimum 200-pound load per Table R301.5. <br />5. See skylight windows. Skylight windows should be specified of the allowed types of glazing <br />specified in 2015 IRC Section R308.6.2. Screens may be required unless the fully tempered <br />glass meets either condition listed in Section R308.6.5. R308.6 <br />Structural <br />1. Plans should indicate the revisions made from previous submittal. R106.1.1 <br />2. Sealed and signed calculations prepared by a professional engineer licensed in the state of <br />Washington are required per RCW 18.43.010, 18.43.020, and 18.43.070. The framing and <br />foundation plans, and structural calculations as required, should show a complete load <br />path. See IRC Section R301.1. <br />3. Construction of the project appears to have begun and a footing inspection has been approved. <br />New holdowns due to revisions may require special inspections for post installed anchors. A <br />statement on special inspections has not been provided and should be provided on the plans. <br />The statement should include a table listing each type of special inspection and should specify <br />the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The table <br />should include special requirements for seismic and wind resisting systems as required by IBC <br />Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, 1704.2.3, 1704.3, Table <br />1705.3. <br />4. See Foundation Plan on Sheet S101. A retrofit may be required to enlarge existing footings to <br />comply with the new footing sizes including but not limited to the deck footings <br />3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov <br />Everett, WA 98201 425.257.8857 fax everettwa.gov/permits <br />Page 2 of 3 <br />