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1321 COLBY AVE 2ND FLOOR 2021-02-17
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1321 COLBY AVE 2ND FLOOR 2021-02-17
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Last modified
2/17/2021 7:38:55 AM
Creation date
4/1/2020 1:43:48 PM
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Address Document
Street Name
COLBY AVE
Street Number
1321
Tenant Name
2ND FLOOR
Notes
PHARMACY
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• <br /> Z.G F 925 Fourth Avenue Memo Suite 2400 <br /> Seattle,WA 98104 <br /> T 206 623 9414 Date August 14�2019 <br /> F 206 623 7868 <br /> Project No. S23240 <br /> ZIMMER GUNSUL FRASCA ARCHITECTS LLP Project Name PRMCE—Colby Campus <br /> Pharmacy Replacement <br /> age No. 2 of 9 <br /> c. Sheet A6.01 shows that the existing corridor along Grids F/1.1-3.3 and 1.1/E-G has been enclosed and can <br /> only be accessed through an intervening room. <br /> Response:A.Labels have been added to the indicated rooms on revised Sheet A6.01 <br /> B.A label has been added to this room,which is to be an unoccupied shell space.An access panel is to be added to <br /> the space. See revisions on sheet A6.01. <br /> C.Walls at the end of this existing corridor have been eliminated to maintain access to this space. See revisions on <br /> sheet A6.01. <br /> (Comment#3-07/17/19)Verify that the exiting is adequate for the revised configuration. <br /> Response: Exiting calculations have been added to sheet A0.21 for the existing stairways to show current door widths allow <br /> for additional occupancy from Pharmacy Replacement. <br /> Fire Protection: <br /> 4. Sheet A1.01 indicates that the structural floor slab will be infilled at Grids B/3.4, C.5/5.5,and E/5.6. The floor <br /> construction shall provide a minimum of two-hour fire resistance for Type IB construction. See IBC Table 601. <br /> Response:An additional detail#4 has been added to sheet A8.02 to show the rated structural slab.The slab is to meet the <br /> required two hour fire resistance per 2015 IBC Table 722.2.1.1. <br /> (Comment#4-07/17/19) 4.The proposed solution does not appear to address the comment. I'm not clear on the use of <br /> IBC Table 722.2.2.1,but I don't think it applies to concrete-topped metal decks. The metal deck effectively is the steel <br /> reinforcement for the deck and requires fire protection. In addition, the slab does not provide protection for the supporting <br /> steel angles and post-installed anchors. I'll discuss this with Tony to verify. Presuming he concurs, fire-proofing will need to <br /> be added to the underside of the deck and supporting steel framing. <br /> Response: Spray applied fire proofing has been added to detail 4/A8.02 per UL Listed assembly D710 for 2 HR rated <br /> assemblies. <br /> 5. The plans on Sheets A0.21 and A6.01 indicate that existing walls will be included in the smoke and fire barriers. Details <br /> confirming the existing wall construction shall be included in the drawings. The details shall confirm that the walls are <br /> continuous to the floor construction above and are properly sealed. See IBC Sections 107.2.1 and 407.3,and Table 509. <br /> Response:Partition tags have been added to the existing walls to describe the current conditions on Sheet A6.01.Partition <br /> details have been added to sheet A8.01 to illustrate the existing wall construction type and associated rating.Walls are <br /> continuous to the floor construction above as noted to provide the indicated fire barrier where required. <br /> (Comment#5-07/17/19)Verify if the existing doors in the existing corridor walls are smoke-rated. It is noted that these <br /> may qualify as an existing condition. Any doors in a previously non-corridor wall that is now a corridor wall needs to be <br /> upgraded. The access panel into the"Shell Space"at Room C2/026E is an example. <br /> Response: Existing doors have been labeled and identified on Sheet A6.01 and noted in the door schedule on A8.11.Ratings <br /> on existing doors have been shown in the door schedule on A8.11.The access panel into the shell space is new and a note has <br /> been added to have a 45 minute rating in the existing 1 HR rated wall. <br /> Accessibility: <br />
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