HomeMy WebLinkAbout06/08/2022 - F211334-10582985058 Brush Creek Road
Fort Worth, Texas 76119
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Our 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 express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or
observed, and are not indicative of the qualities of apparently identical or similar specimens.
June 8, 2022
Chicken N Pickle
104 Armour Road
North Kansas City, MO 64116
Attention: Mr. Alex Stehl
Re: Field Inspection of Structural Steel
Chicken N Pickle Grapevine
Grapevine, Texas
ALPHA Report No. F211334-1058298
Alpha Testing arrived on site to perform a Visual Structural Steel Inspection for the above referenced
project. Results of the inspection are as follows:
I Column Anchor Bolt Connections – lines A to J & 1 to 7 – sheet SR1.1
A The column anchor bolt connections at the brace frames were inspected per sheet
SR1.1 and detail 11/SR4.5. The (3”x3”x3/8”) plate washer were not installed as
required. Reference NOTE (2) on detail 11/SR4.5.
B Other than noted above – column anchor bolt connections were completed per detail and
properly tensioned. Reference detail 01/SP3.1.
II 2” 20-gauge Composite Decking & Nelson Studs- 2nd Floor Framing – lines A to E & 1 to 5 – sheet
SR2.1
A The fastening of the decking was inspected per the CSC deck schedule on sheet DE2.2.
The decking was fastened to the steel supports with 5/8” puddle welds on a 36/4 pattern.
Perimeter areas were fastened with 5/8” puddle welds on 6” centers. Side laps were
fastened at (2) locations between the spans as per plan.
B Nelson studs were inspected per sheet SR2.1. Stud counts appear to be correct. Several
stud failed inspection due to lack of fusion. Discrepancies were addressed during the
inspection. Failed studs were re-welded and found to be acceptable.
NOTE (1): Bolting and welding operations on the 2nd floor framing were incomplete at time of
inspection. Work was in progress.
NOTE (2) A preliminary visual inspection of the brace frame base connections welds on the 2nd
floor was conducted. Connections may be covered over during concrete pour. Base connections
on the 2nd floor brace frames were welded out as per detail. Welds were visually acceptable.
III Welder qualifications need to be reviewed for compliance with AWS
*Discrepancies, if any, are noted above in bold.
5058 Brush Creek Road
Fort Worth, Texas 76119
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Our 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 express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or
observed, and are not indicative of the qualities of apparently identical or similar specimens.
INSPECTOR:
Chris Lalic
CWI#16010691
We are pleased to be of service on this project and if you have any questions, please contact our office.
Sincerely yours,
ALPHA TESTING, LLC.
Paul Delaney
Project Manager