HomeMy WebLinkAboutSTRUCTURAL STEEL - F241078-1483753 - 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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and are not indicative of the qualities of apparently identical or similar specimens.
October 22, 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. F241078-1483753
UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results
of the inspection are as follows:
I Roof Decking and Precast Panel to Foundation Welded Connections lines A to F & 13 to 19.
A The fastening of the decking was inspected per sheet D1.0. The decking was fastened with
HILTI screws on a 36/7 pattern. Inspected side laps were fastened with (3) TEK screws per
span. Any discrepancies found during the inspection were addressed during the inspection.
B The precast panel to foundation welded connections was inspected per the contract
drawings. The following were found to be visually acceptable at time of inspection: panels
P92, P25, P51, and P53. Panel 101 was inspected per the fix provided by RFI #35. No
discrepancies were noted at time of inspection. This clears item #3(A) from report 1481756.
*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