Loading...
2015-0228 WinCo Foods TI - B Hills Arch.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: March 27, 2015 TO: Tristan Van Slyke tvanslyke@bhillsarch.com FROM: Chuck Miller, Plans Examiner RE: Plan Check: BLD2015-0228 Project: WinCo Foods TI Project Address: 21900 Hwy 99 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 C1 – Cover Sheet: 1.Code Information – Occupant Load Calculation (Table 1004.1.2) – Provide an occupant load for the 10,828.89 square foot area noted as ‘No Load’ using the appropriate ‘function of space’ and ‘occupant load factor’ found in International Building Code (IBC) Table 1004.1.2. There does not appear to be any areas represented than would not have an applicable load factor. 2.Drawing Index – Update the provided information to include the following sheets: S0 – Structural Notes · S1 – Foundation Plan · S1.1 – Foundation Details · S2 – Platform Framing · S2.1 – Platform Framing Details · S3 – Roof Framing Plan · S3.2 – Roof Framing Details · S3.3 – Roof Framing Details · S3.4 – Support Details · On sheet S0 – Structural Notes: 3.General - Note #7 – Upon deferred submittal provide a detail(s) and a reference(s) to it for all storage/display racking anchorage(s)/attachment(s) as follows: Free-standing racks 5’9” to 8’0” tall - Note on the plans that anchoring is required on · all four corners and at intermediate locations when joined together Free-standing racks greater than 8’0” tall - Engineering is required for anchorage and · racks (member sizes and connections, etc.) Wall-supported racks greater than 10’0” tall - Engineering is required for anchorage · and racks (member sizes and connections, etc.) On sheet A1 – Slab Plan: 4.Slab Plan – Change the ‘Keyed Note’ mark for the placement of bollards around the propane tank exchange from ‘33’ to ‘17’. 5.Keyed Notes a.Note #9 – Clarify the reference to sheets ‘FP1’ and ‘FP3’. No such sheets could be found among the submitted construction documents. b.Note #10 – Clarify the reference to sheet ‘FP3.3’. No such sheet could be found among the submitted construction documents. c.Note #32 – Provide on the plans the required reinforcement referenced ‘As Shown’ to guide proper construction and inspection. d.Note #35 - Clarify the reference to detail ‘SD1-3’. No such detail could be found on sheet ‘SD1’. On sheet A1.5 – Enlarged Slab Penetration Plan: 6.Right Rear Enlarged Slab Penetration Plan – Clarify the cut section reference ‘5/A23’ at gridlines ‘F2.5-8.5’. No such section could be found among the submitted construction documents. On sheet A1.6 – Enlarged Slab Penetration Plan: 7.Left Front Enlarged Slab Penetration Plan – Clarify the section reference ‘1/A21’ at gridlines ‘E7.5-3.7’. No such section could be found among the submitted construction documents. On sheet A2 – Floor Plan: 8.Floor Plan a.Provide a ‘Keyed Note’ for mark ‘35’ in space ‘105’ – Security Processing. b.Clarify the mark ‘7’ at gridlines ‘H.8-4.3’. It does not appear to apply to the location indicated. 9.General Notes – Note # 6 – Clarify the reference to detail ‘A3-20’. No such detail could be found on sheet ‘A3’. Page 2 of 4 10.Keyed Notes a.Note #11 – Clarify the information and sheet references provided. They do not appear to apply to the locations indicated. b.Note # 54 – Change the detail reference for the ‘Thru Wall Safe Opening’ from ‘A16-6’ to ‘A16-2’. On sheet A2.1 – Platform Plans & Enlarged Partial Floor Plans: 11.Refrigeration/Air Handling Platform ‘A’ Detail – Clarify the mark ‘56’ at gridlines ‘H.5- 7.65’. It does not appear to apply to the location indicated. 12.Restroom Fixture Schedule – Note R9 - Clarify the reference to sheet ‘FP3’. No such sheet could be found among the submitted construction documents. 13.Keyed Notes a.Note #30 - Clarify the reference to sheets ‘FP1’, ‘FP2’, and ‘FP3’. No such sheets could be found among the submitted construction documents. b.Note #54 – Change the detail reference for the ‘Thru Wall Safe Opening’ from ‘A16- 6’ to ‘A16-2’. c.Note #55 - Change the detail reference for the ‘Coin Order Drawer’ from ‘A13’ to ‘A16-6’. On sheet A4 – Exterior Elevations: 14.Left Elevation – Change the mark for the downspouts at gridline ‘0.5’ from ‘13’ to ‘18’. 15.Keyed Notes - Notes #3, #4, #7, and #8 - Clarify the reference to sheets ‘FP1’ and ‘FP3’. No such sheets could be found among the submitted construction documents. On sheet A8 – Reflected Ceiling Plan: 16.Keyed Notes a.Note #48 - Clarify the reference to detail ‘A3-20’. No such detail could be found on sheet ‘A3’. b.Note #100 – Need more cowbell. On sheet A9.1 – Platform Floor Finish Plan & Details: 17.General Notes – Note #1 - Clarify the reference to sheets ‘FP1’ and ‘FP2’. No such sheets could be found among the submitted construction documents. On sheet A10 – Interior Elevations: 18.Keyed Notes – Note #9 - Clarify the reference to detail ‘FP3-4’. No such detail could be found among the submitted construction documents. On sheet A11 – Wall Finish Schedule & Details: 19.Restroom Fixture Schedule – Note R9 - Clarify the reference to sheet ‘FP3’. No such sheet could be found among the submitted construction documents. Page 3 of 4 On sheet A12 – Door Schedule, Window Types & Details: 20.Door Types – Clarify the detail callouts for the ‘Standard ‘STD’ Manual Overhead Sectional’ door. They do not appear to apply to the door represented. 21.Window Types – Clarify the detail callouts for the smaller of the two windows represented. They do not appear to apply to the window represented. 22.Detail 15 – Overhead Sectional Sill - Clarify the reference to sheets ‘FP1’ and ‘FP3’. No such sheets could be found among the submitted construction documents. 23.Detail 166 – Overhead Coiling Door @ CMU (Jamb) – Change the detail number from ‘166’ to ‘16’. On sheet A18 – Sign Supports & Closure Panel Plans & Details: 24.Detail 4 – Stainless Steel Closure @ Seafood – Change the section number from ‘5A’ to ‘4A’. On sheet A20 – Pallet Racks Installation Plan, Schedules & Notes: 25.Pallet Rack Notes – Note #4B - Upon deferred submittal provide a detail(s) and a reference(s) to it for all storage/display racking anchorage(s)/attachment(s) as follows: Free-standing racks 5’9” to 8’0” tall - Note on the plans that anchoring is required on · all four corners and at intermediate locations when joined together Free-standing racks greater than 8’0” tall - Engineering is required for anchorage and · racks (member sizes and connections, etc.) Wall-supported racks greater than 10’0” tall - Engineering is required for anchorage · and racks (member sizes and connections, etc.) Page 4 of 4