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2008-0951 Old Milltown Restaurants.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: March 12, 2009 TO: Ralph Allen Grace Architects RWAllen@GraceArchitectsPLLC.com FROM: Leif Bjorback, Assistant Building Official RE: Plan Check: 2008-0951, 2008-0952, 2008-0953: Review #2 Project: Old Milltown Restaurant Tenant Improvements Majaraja, Old Towne Steak House, Banquet Room th Project Address: 201 5 Ave S., 101, 201, 301 During review of the plans for the above noted project, it was found that the following information, clarifications or changes are needed. Please provide written responses as to where the changes can be found on the plans, and submit revised plans/documents to Theresa Umbaugh, Senior Permit Coordinator. Thank you. 1.Previous item 1. Provide dimensioned details showing that Restroom 109 is accessible. Please provide details similar to shell-core drawings sheet A2.3 showing dimensions and positioning of plumbing fixtures, grab bars and other accessories per ANSI A117.1 sections 603, 604 and 606. Note that accessible water closets require a clear width of 60 inches from the sidewall to the nearest fixture (ANSI A117.1 section 604.3.1), thus the water closet and lav will not work in the configuration proposed. 2.Previous item 4. Provide occupant load calc breakdown for each tenant space (dining, storage, kitchen, etc.) based on OL factors in IBC 1004.1.1. This has not been adequately addressed. Please show the calcs on the plans for each room, using the applicable occupant load factors (Dining areas= 15, Kitchens= 200, Entry= 5). Portions of the Dining areas should reflect the fixed seating at booths at 1 person per each 2 feet of bench seat. 3.Previous item 7. Provide wall construction details, including lateral bracing (ASCE-07 section 13.5.8.1). On the plans it is still unclear which walls are existing shell/core and which are new. Please indicate this clearly on the floor plan. Also, show on detail 1/A- 13 how the top of wall intersects the floor ceiling assembly above and how the fire rating of the floor ceiling assembly is maintained. A more elaborate detail is required. 4.Previous item 8. Provide seismic anchoring details for shelving greater than 6 feet (including the wine dislay if applicable) Please add to detail 2/A-13 to include type and size of bolts used to anchor to the floor, and include the connection of the of the bracket to the shelf unit. 5.Previous item 9. On the site plan and architectural plans, outdoor seating is shown on the adjacent property. Provide an easement for the outdoor seating area and gas line to the heaters. The response was that the property owner will provide this documentation, but it has not been provided to the city yet. 6.Previous item 12. On Sheet A3, clarify which walls extend to the underside of the floor sheathing, particularly at the corridor, storage and the restroom areas. You have shown on Sheet A2 which walls extend to the floor sheathing. Please provide details for the tops of these walls, similar to number 3 above, and also provide details for the tops of those walls not indicated as extending to the floor sheathing. 7.Previous item 4. At tenant space 101, show that door swing from kitchen will not obstruct exit path. IBC 1005.2. More specifically, add dimensions to the plan to show an unobstructed exit pathway of at least 37 inches (44” less 7” per 1005.2) @ doors 56 and 104A. Page 2 of 2