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Mr. Randy Heltne <br /> Everett Housing Authority <br /> Plan Check Number: B1807-032, Second Review <br /> October 17, 2018 <br /> by the structural drawings. Where discrepancies occur, the structural drawings shall control <br /> the structural work to be performed." See IBC Section 107.2.1. <br /> Structural <br /> General: <br /> 1. No additional comment. <br /> 2. No additional comment. <br /> 3. No additional comment. <br /> 4. This comment has not been completely addressed. The"Lumber"section of the Structural <br /> Notes on Sheet S1.1 requires all wood exposed to weather to be preservative-treated. The <br /> note shall also require the cut ends of preservative-treated wood to be coated with a <br /> preservative treatment complying with AWPA U1. See IBC Sections 2304.12.1 and <br /> 2304.12.2.3. <br /> 5. No additional comment. <br /> 6. No additional comment. <br /> 7. This comment has not been addressed. The project includes work that will be performed on <br /> the premises of fabricators'shops. Special inspections are required to be performed by the <br /> fabricators unless they are registered and approved to perform work without special <br /> inspections. The general notes should be revised to list work being performed by approved <br /> fabricators. Work not being performed by approved fabricators should be added to the list of <br /> special inspections. See IBC Sections 1704.2.5, 1704.2.5.1, and Section 1704.5 Items 1 and 2. <br /> The following work shall be specified in the notes: <br /> a. Concrete reinforcement fabrication and bending (IBC Section 1705.3) <br /> b. Metal plate-connected wood trusses (IBC Sections 2303.4.6, and 2303.4.7). <br /> Foundation System: <br /> 8. No additional comment. <br /> 9. No additional comment. <br /> 10.This comment has not been addressed. The original comment stated that new interior load- <br /> bearing walls shall be provided with sill plate anchorage. The condition is not consistent with <br /> the details on Sheet S3.1, nor has a"similar"reference been provided on the foundation plan <br /> on Sheet A-3. The walls shall be provided with sill plate anchorage, similar to the exterior <br /> walls, to the grade beam shown in the foundation plan on Sheet A-3. Other non-load bearing <br /> walls shall be provided with connections to the slab-on-grade. All connections shall be <br /> adequate to resist out-of-plane loading per IBC Section 1607.14. <br /> cage5of10 <br /> CITY OF EVERETT• 3200 Cedar Street • Everett,WA 98201 • (425) 257-8810 • Fax(425) -8857 <br />