HomeMy WebLinkAboutSTRUCTURAL STEEL - F241078-1482870 - 3-13-2024Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with
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October 21, 2024
GTIS Acquisitions, LLC
787 Seventh Avenue, 50th Floor
New York, NY 10019
Attention: Kyle Roberson
Re: Field Inspection of Structural Steel
121 Commerce Center Addition (Lot 1)
Grapevine, Texas
UES Report No. F241078-1482870
UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results
of the inspection are as follows:
I Joist Bridging Welded Connections, Precast Panel to Foundation Welded Connections, Deck
Support Angles Welded Connections, and Joist Seat Welded Connections – lines A to F & 13 -19.
A The joist bridging welded connections were inspected per the provided contract drawings.
No noted discrepancies at time of inspection.
B The deck support angles in the referenced lines were inspected per the detail sheet S5.01.
No noted discrepancies at time of inspection. This clears note (2) from report 1481756.
C Joist seat welded connections were inspected per RFI #33. No noted discrepancies at time
of inspection.
D Precast Panel to foundation welded connections – panels P23 & P24 (see item 3(A) from
report 1481756) were repaired and visually acceptable at time of inspection.
II The Roof Decking was incomplete and still in progress.
*Discrepancies, if any, are noted above in bold.
INSPECTOR:
Teresa Medina
We are pleased to be of service on this project and if you have any questions, please contact our office.
Sincerely,
UES Professional Solutions 44, LLC
(Formerly Alpha Testing)
Ronnie Yeoman
Project Manager