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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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ZG 925 Fourth Avenue <br /> Suite 2400 Memo <br /> Seattle,WA 98104 <br /> 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 /> aP g No. 7 of <br /> Round 3 Comments—Received 8/13/19 <br /> Architectural: <br /> 4. Detail 4/A8.02 has been added and specified spray applied fire-proofing per UL D710. Modify the detail as follows: <br /> a. The listed assembly requires minimum 3/4" thickness for the sides and recessed (i.e.,upper) surface of the deck. <br /> b.The detail shall show the L4 perimeter support per Sheet S1.01 and specify a minimum thickness of 3/4". <br /> c. Provide a requirement for special inspection of the fireproofing per IBC Section 1705.14. <br /> Response: <br /> a. Detail 4/A8.02 has been updated to indicate 3/4"thickness on the sides and upper surface of the deck. <br /> b. Detail 4/A8.02 has been updated to show the steel angle perimeter support per SSK-001.A minimum of%" <br /> thickness has been added to the detail at the steel angle support. <br /> c. A note for special inspection for the fireproofing to meet requirements per IBC Section 1705.14 has been added to <br /> the Special Inspections section on Sheet A0.02. <br /> 10. Detail 10/A8.24 has been added. Modify the detail as follows: <br /> d.UL C-BJ-7006 Item 2 specifies a maximum dimension of 49.5 inches. Sheet A6.03 appears to indicate a maximum <br /> dimension of up to 60 inches,which exceeds the limit for this detail. Verify the duct dimensions and revise the <br /> design as needed. Also verify the cross-sectional duct area does not exceed the specified limits. <br /> e.Continuing with the previous comment,the listed assembly appears intended for a single duct,not two ducts placed <br /> side-by-side, such that a gap may occur between the adjacent duct surfaces. Verify if one or two ducts are present, <br /> and for the latter verify if the listed assembly has been tested for this configuration. <br /> f. Continuing with the previous comment,if two ducts occur,but are separated by a section of concrete slab,the <br /> structural engineer shall verify the integrity of the concrete strip to remain. Note that Sheet 1.01 both shows and <br /> specifies a single opening. <br /> g.Verify that the existing roof slab is a minimum of 8"thick. Show this dimension on the detail. See UL C-BJ-7006 <br /> Item 1. <br /> h.The duct appears to require a damper. A damper rated for a 2-hour assembly shall be provided. See IBC Sections <br /> 712.1.6 and 717.6. Note that per Sheet A0.01,the building includes I-2,A-2,A-3,and B occupancies. <br /> i. Provide a requirement for special inspection of the fire-stop per IBC Section 1705.17. <br /> Response:Per email from Drew Martin on 8/14/19, the response to this comment may be a deferred submittal to be <br /> submitted later to the city for review and approval. <br /> Structural: <br /> 1a(vii).The 4-inch edge distance does not appear to be specified. <br /> Response: Sketch SSK-001 on Sheet S1.01 has been updated to indicate a 4"edge distance. <br />
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