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2015-0038 Olson SFR - Weller.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: March 2, 2015 TO: Scott Schrieber scott@ronscotthomes.com FROM: Chuck Miller, Plans Examiner RE: Plan Check: BLD2015-0038 Project: Olson SFR Project Address: 9221 Olympic View Drive During a review of the plans by the Building Division for the above noted project, it was found that the following information, clarifications, or changes are needed. A complete review cannot be performed until the revised plans/documents, including a written response indicating where the ‘clouded’ or otherwise highlighted changes can be found on the revised plans, have been submitted to a Permit Coordinator. Reviews by other divisions, such as Planning, Engineering, or Fire, may result in additional comments. On sheet A5: 1.Lower Level Floor Plan a.Clarify the difference in the type of heating proposed on the ‘Residential Building Permit Application – Form A’ (hydronic heating with a 150K boiler) and of that represented on the plans (furnace in the crawlspace). b.Indicate on the plans the location of the boiler to be used for the hydronic heating system. On sheets A6 – Foundation Plan – and A7 – Main Floor Framing Plan: 2.Indicate on the plans the required construction to resist the uplift forces of the east end of ‘Beam 18’ – 7x14 2.0E PSL - used to support the point load from ‘Beam 6’ above. There does not appear to be enough ‘dead load’ or other connection at the base of the post to resist the load noted in the provided beam calculations. On sheet A6: 3.Detail 2 – Footing Detail – Indicate on the plans the required 12 inch depth below the top of the slab for interior footings supporting bearing or bracing walls per International Residential Code (IRC) R403.1.4.2. 4.Foundation Plan – Indicate on the plans the required construction, or provide a reference to a detail, for the footings and foundations supporting interior bearing and shear walls to guide proper review, installation, and inspection. There appears to be both ‘thickened slab footings’ and typical ‘foundations with spread footings’ on the plans. On sheet A7: 5.Main Floor Framing Plan – Indicate on the plans the required fire protection for the underside of the floor framing over the crawl space below the north portion of the structure containing the water heater and the furnace per International Residential Code (IRC) R501.3. On sheets A7 and A8: 6.Shear Wall and Holdown Table – Provide on the plans the details of ‘Note #9’ referenced in the ‘Shearwall Schedule’ on the same sheet to guide proper review, construction, and inspection. On sheet A8: 7.Roof Framing Plan a.Clarify the callout for the 3-1/2x7 PSL column to be used to support the loads near the middle of the span of ‘Beam 6’ – 5-1/8x15 GLB over the east portions of the ‘Great Room’ and the ‘Dining Room’. It appears to be undersized and fails to provide the required support for the anticipated loads. b.Indicate on the plans the required framing members to be used as roof rafters over the ‘Covered Outdoor Room’ to guide proper review, construction, and inspection. On sheet ‘A8’ the ‘typical’ roof framing is noted as 11-7/8 TJI210 rafters at 24 inches on-center in the ‘Framing Notes’, however section ‘C/A9’ identifies the rafters over the ‘Covered Outdoor Room’ as TJI230 (11-7/8 inch) rafters at 24 inches on-center. Page 2 of 2