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2015-0032 Cedar View Memory Care Facility - LJB Designs3.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: December 2, 2015 TO: Edmonds Memory Care, LLC jeff@rjdevelopmentservices.com FROM: Chuck Miller, Plans Examiner RE: Plan Check: BLD2015-0032 Project: Cedar View Memory Care Community nd Project Address: 21006 72 Avenue W 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. Items that recur on the list appear in italics. 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. On sheet A0.0 – Cover Sheet: 1.Sheet Index – The following changes/additions need to be made to the plans: Add sheet ‘C8.1’ – Site, Drainage & Utility Details - to the index. · Change sheet numbers ‘M1.1’, ‘M2.1’, ‘M2.2’, ‘M2.3’, ‘M2.4’, ‘M2.5’, ‘M2.6’, and · ‘M2.7’ to ‘M2.1’, ‘M2.2’, ‘M2.3’, ‘M2.4’, ‘M2.5’, ‘M2.6’, ‘M2.7’, and ‘M2.9’. The sheet numbers appear to have been changed on the resubmitted documents. Add sheet ‘M2.8’ – ¼ Scale Plumbing Plans - to the index. · Add sheet ‘E1.0’ – Electrical Site Plan - to the index · Provide sheet ‘E6.0’ – Oneline Diagram & Panel Schedules Plan · Provide sheet ‘E7.0’ – Panel & Mechanical Schedules Plan · On sheet A2.1 – Wall Types: 2.Provide on the plans a detail, and a reference to it, for the required top of non-bearing full- height fire-resistance rated wall construction to minimize/eliminate ‘moment reversal’ and its effects on the engineered floor framing systems. Confer with the project engineer/floor truss engineer/roof truss engineer regarding design accommodations, or the need for ‘dynamic’ top of wall framing, at the top of non-bearing full-height walls. On sheet A2.2 – Rated Assembly: 3.Design No. P554 – Clarify the callout for the use of the fire resistance rated design for areas of the roof with less than a 3/12 slope. On sheet A3.1 – First Floor Plan: 4.First Floor Plan a.Clarify the callout for wall type ‘2’ to be used for the walls between space ‘103’ – Mechanical – and spaces ‘102’ – Work – and ‘104’ – Toilet. The specified wall does not appear to contain the required wall insulation per WSEC Table C402.2. b.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side of elevator shaft ‘135’ per IBC Table 716.5 and as represented on the west side (‘Storage’ side) of the elevator shaft on sheet ‘A8.5’ – Elevator Sections – Section 17/A3.1 – Wall Section. The door must be automatic-closing per IBC 716.5.9.2. c.Indicate on the plans the required one-hour fire resistance rated fire doors/shutters on each side of elevator shaft ‘136’ per IBC Table 716.5. The doors must be automatic- closing per IBC 716.5.9.2. On sheet A3.2 – Second Floor Plan: 5.Second Floor Plan a.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the west side (‘Corridor’ side) of elevator shaft ‘235’ per IBC Table 716.5 and as represented on the west side of the elevator shaft on sheet ‘A8.5’ – Elevator Sections – Section 17/A3.1 – Wall Section. The door must be automatic-closing per IBC 716.5.9.2. b.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Dining’ side) of elevator shaft ‘236’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. On sheet A3.3 – Third Floor Plan: 6.Third Floor Plan a.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the west side (‘Corridor’ side) of elevator shaft ‘335’ per IBC Table 716.5 and as represented on the west side of the elevator shaft on sheet ‘A8.5’ – Elevator Sections – Section 17/A3.1 – Wall Section. The door must be automatic-closing per IBC 716.5.9.2. Page 2 of 4 b.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Dining’ side) of elevator shaft ‘336’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. On sheet A3.5 – Enlarged Unit Plans: 7.Semi Private Units ‘G-1 & G2’ Flr Plans (Accessible) - Change the callout for wall type ‘5’ at the west interior wall of the bathroom to that noted at that location on sheets ‘A3.2’ and ‘A3.3’. On sheet A3.6 – Second Floor Enlarged Service Plan: 8.First Floor Enlarged Lobby/Office Area a.Clarify the callout for wall type ‘2’ to be used for the walls between space ‘103’ – Mechanical – and spaces ‘102’ – Work – and ‘104’ – Toilet and the walls between space ‘105’ – Elev/Mech – and spaces ‘100’ – Lobby – and ‘104’ – Toilet. The specified wall does not appear to contain the required wall insulation per WSEC Table C402.2. b.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Reception/Lobby’ side) of elevator shaft ‘135’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. 9.Second Floor Enlarged Service Area a.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the west side (‘Corridor’ side) of elevator shaft ‘235’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. b.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Dining’ side) of elevator shaft ‘236’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. On sheet A3.7 – Third Floor Enlarged Service Plan 10.Third Floor Enlarged Service Area a.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the west side (‘Corridor’ side) of elevator shaft ‘335’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. b.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Dining’ side) of elevator shaft ‘336’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. On sheet A3.8 – Lobby/Activity Enlarged Plan & Elevation: 11.Lobby/Activity Enlarged Plan - Clarify the callout for wall type ‘2’ to be used for the wall between space ‘103’ – Mechanical – and space ‘102’ – Work. The specified wall does not appear to contain the required wall insulation per WSEC Table C402.2. Page 3 of 4 On sheet A7.1 – Building Sections: 12.Section B/A3.1 – Cross Section - Change the referenced fire-resistance rated floor/ceiling assembly for the third floor framing at the west corridors from ‘L569’ to ‘Assembly ‘F’’ per rd the indicated construction on sheet ‘S-3.1’ – 3 Floor Framing Plan. On sheet A8.5 – Elevator Sections: 13.Section 17/A3.1 – Wall Section - Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Lobby’ side) of elevator shaft at level ‘135’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. 14.Section 18/A3.1 – Wall Section a.Indicate on the plans the required one-hour fire resistance rated fire doors/shutters on each side of elevator shaft at level ‘136’ per IBC Table 716.5. The doors must be automatic-closing per IBC 716.5.9.2. b.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Dining’ side) of elevator shaft ‘236’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. c.Indicate on the plans the required one-hour fire resistance rated fire door/shutter on the east side (‘Dining’ side) of elevator shaft ‘336’ per IBC Table 716.5. The door must be automatic-closing per IBC 716.5.9.2. Page 4 of 4