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2000 TOWER ST INDEX HALL 2023-12-29
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2000 TOWER ST INDEX HALL 2023-12-29
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Last modified
12/29/2023 9:15:26 AM
Creation date
12/1/2023 1:34:09 PM
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Address Document
Street Name
TOWER ST
Street Number
2000
Tenant Name
INDEX HALL
Notes
LAWN
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C� <br />r� <br />James Bronder <br />From: <br />Jerry Osborn <josborn@oaips.com> <br />Sent: <br />Wednesday, July 27, 2022 4:32 PM <br />To: <br />James Bronder <br />Cc: <br />jmuller@oaips.com <br />Subject: <br />[EXTERNAL] FW: Index Lawn Correction Notice 1 - B2203-037 <br />Attachments: <br />Correction Notice 1 - B2203-037.pdf <br />CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you <br />recognize the sender and know the content is safe. <br />James <br />ARCHITECTURAL <br />1. The occupant load appears to be missing from the plan set. Please provide on occupant load for the proposed <br />structure. IBC 1004. <br />Response: this is an open -aired, covered structure (canopy) — with no walls. I am curious about the occupant load <br />requirement: would this really apply? <br />Having said that the structure is roughly 850 sf and dividing that by 7sf per person —122 persons <br />STRUCTURAL <br />1. Please indicate the Basic Seismic Force Resisting Systems, seismic coefficient in each direction, and R factors used as <br />this information appears to be missing from the construction documents. IBC 1603.1.5. <br />Response: <br />Seismic Force Resisting System: <br />Response Modification Coefficient, R-Factor: <br />Seismic Coefficient, Cs: <br />STRUCTURAL <br />Steel Ordinary Cantilever Columns <br />1.25 <br />0.768 <br />2. The proposed roof structure is considered a membrane structure per IBC definitions. Please provide structural <br />calculations demonstrating that the membrane structure has been designed in accordance with ASCE 55. The proposed <br />steel HSS cantilever member calculations also appear to be missing. Current structural calculations appear to only <br />consider the foundation design of the foundation supporting the proposed steel and membrane structure. Please provide <br />additional calculations for review. IBC 1604, 3102.2, 3102.7, 3102.7.1. <br />Response: We have indicated that the canopy structure will be a DEFERRED SUBMITTAL; this is noted on the <br />structural drawings. We would need this information from the membrane structure manufacturer and since this is a <br />publicly bid project we can not sole -source the manufacturer and thus we are not able to procure the calculation until <br />after the project has been bid and awarded. And we are not able to bid the project without the having the site <br />development and building permit. <br />What are the steps to have the permit approved but clarified that the canopy structure is deferred and will be <br />submitted separately? <br />
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