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Stephan Collier Anderson/Collier Architects Plan Check Number: B2109-026, First Building Review November 10, 2021 Structural 1. See Page 7 of the structural calculations. Calculations state that the"J1"joists are supporting the ridge loading. Plans should provide a detail of bracing and connections to joists. R106.1.1 2. See Sheet S2.0. Crawl space joists should be specified on the plans. Calculations specify 2x10 at 16 inches O.C. R106.1.1 3. See Sheet S2.0 and S2.1. It appears that the shear wall located at the back of the garage is missing a footing. Plans should provide a footing below the shear wall. R106.1.1 4. See Sheet A4.0. It appears that the beam supporting the roof may be in the incorrect locations or the roof framing plan does not show existing framing. Roof framing plan on Sheet S2.1 should be updated to show location of the beam or update section to match roof framing plan. If support bracing is being relocated to new beam locations, a detail should be provided showing size and connections to new beams. 5. See hold down calculations on Page 9. It is not clear if the correct load combination was used when calculating the uplift force. See load combinations in ASCE 7-16 or IBC Section 1605.3.1. It appears that a hold down may be required. 6. See Sheet S1.0, Note 11. It appears that a Geotechnical report is referenced in the note, but the report was not submitted. A Geotechnical report should be submitted, and pin piles should be designed according to the report. 7. Continuing with the previous comment, structural special inspections may be required for this project. A statement on special inspections has not been provided and should be provided on the plans. The statement should include a table listing each type of special inspection and should specify the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The table should include special requirements for seismic and wind resisting systems as required by IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, 1704.2.3, 1704.3, Table 1705.3. 8. See Sheet S2.1, interior W6 shear wall located in the master bedroom. Provide a detail showing a complete load path and load transfer from roof to shear wall. R106.1.1 9. Plans should provide details of the new deck construction. Provide a detail of the deck post footings and deck beam connection to post. R106.1.1, Section R507.3 10. See Sheet S2.0. It appears that the stairway wall is a bearing wall supporting the floor framing above. An existing footing may be located at the wall location and should be shown on the plans or a new footing should be provided. R106.1.1 3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov Everett,WA 98201 425.257.8857 fax everettwa.gov/permits Page 3 of 4