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2015-0639 Pruett addition-proposed ADU 2- Shapiro Arch.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: September 30, 2015 TO: AD Shapiro Architects Tony Shapiro tonys@adshipiro.com FROM: Chuck Miller, Plans Examiner RE: Plan Check: BLD2015-0639 Project: Pruett addition-proposed ADU nd Project Address: 9011 192 Street SW During a review of the plans by the Building Division for the above noted project, it was found that A complete review cannot be the following information, clarifications, or changes are needed. 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. nd Resubmittals must be made at the Development Services Department on the 2 Floor of City Hall. Permit Center hours are M, T, Th, & F from 8am-4:30pm. The Permit Center is closed on Wednesdays. Reviews by other divisions, such as Planning, Engineering, or Fire, may result in additional comments. Items that recur on this list appear in italics. General Review Note: 1.During the review of the resubmitted construction documents, changes appear to have been made to the plans beyond those in response to the earlier plan review comments. Just as with the changes made in response to plan review comments, all other changes are required to be ‘clouded’, or otherwise highlighted, and be accompanied by written notes explaining the change. Otherwise, additional review time is required and possibly additional plan review fees. 2.All references to fire-resistance rated construction have been removed from the plans as permitted by a note on the plans indicating the installation of a smoke alarm system where all required smoke alarms in the accessory dwelling unit and the primary dwelling unit are interconnected in such a manner that the actuation of one alarm will activate all alarms in both the primary dwelling unit and the accessory dwelling unit. On sheet A 101 – Cover Sheet, Code Notes, Vicinity Map, Project Team: 3.Energy Code Data - Note #8 – Clarify the selected WSEC Table 406.2 option ‘3a’. The existing structure is noted by the Snohomish County Assessor’s office and in the ‘Scope of Work’ – Note #5 – as being heated hydronically. Option ‘3a’ regards furnace installations. Note 3a pertains to the master suite The response to the plan review comment states: “ being heated & cooled by electric heat/heat pump system. Note 5 pertains to the hydronic infloor heating system in the ADU and existing slab on grade areas which will have a topping slab over R?(sic) Insulation. ”. As noted earlier, option ‘3a’ regards furnace installations, not heat pumps of either the air-source or ground source type covered by other available options. In addition, there does not appear to be a corresponding entry for the installation of a heat pump on the City of Edmonds ‘Residential Building Permit Application’. As with most of the options, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency per WSEC Table 406.2. On sheet A 111 – Main Floor Plan, Window Plan - sheet A 112 – Upper Floor Plan, Window Schedule – sheet A 201 – East & West Elevations, Window and Door Schedules: 4.Window Schedule a.Clarify the difference in the number of windows marked ‘03’ proposed to be installed and of those represented on the plans. b.Clarify the difference in the number of windows marked ‘27’ proposed to be installed and of those represented on the plans. On sheet A 111 – Main Floor Plan, Window Schedule: 5.Main Floor Plan – Indicate on the plans the required emergency escape and rescue opening from the sleeping room identified as ‘Bedroom 3’ (space 113) that opens directly to a public way, or to a yard or court that leads to a public way per IRC R310.1. The opening represented on the plans submitted prior appears to have been omitted or removed. General Review Note: 6.Sheets S-1 through S-4 - Provide a signed, dated, stamped seal, or facsimile thereof, for the non-prescriptive structural designs prepared or overseen by a registered design professional per IRC R301.1.3, IBC 107.1, and RCW 18.08.370. On sheet S-2 – Upper Floor – and sheet S-3 - Roof Level: 7.Clarify the required minimum 6x12 ‘existing beam to be verified’ used to support the loads over the east and west walls of the ‘Kitchen’. Using the same loads as those applied to beams ‘B2-3’ and ‘B2-3’ in the provided structural calculations, the 6x12s appear to be over spanned and fail in bending. Page 2 of 3 On sheet S-4 – Structural Details: 8.Detail #1 - Indicate on the plans the minimum required width of the foundation wall to guide proper construction and inspection. The response to the plan review comment states: Footing width dimension of 1’-4” has been added to the framing plan. Footing width was, and still is, indicated at 1-4”. There still does not appear to be an indication on the plans of the required minimum foundation wall width. Page 3 of 3