HomeMy WebLinkAboutAlpha Testing - 5/16/2018 (2)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.
May 16, 2018
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
Attention: Ms. Calva Powell
Re: Field Inspection of Structural Steel
Mustang Panther Stadium
Pkg A & Pkg B
Grapevine, Texas
ALPHA Report No. F171917-264
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 Joist to CMU Welded Connections - Concession Stand “B” Roof Framing:
A. Visually inspected the joist to CMU wall welded connections per sheet S6.1, details
6/S7.2, 4/S5.1 and sheets J1 and J2 of the “MACON Erection Drawings” with no
discrepancies found at time of inspection. Compliant.
II Continuous Perimeter Angle to CMU wall and Horizontal Bridging Termination to CMU Wall
Anchor Bolt Connections - Concession Stand “B” Roof Framing:
A. Inspected the perimeter angle and bridging termination angle anchor bolt connections
per sheet S6.1 and details 5/S7.2, 2/S7.2 and 7/S5.1 and sheets J1 and J2 of the
“MACON Erection Drawings” with discrepancies found. Compliant.
III Type 1.5B Roof Deck - Concession Stand “B” Roof Framing:
A. The decking was fastened to the supports with 5/8” puddle welds on a 36/7 pattern.
The perimeter was fastened to the supports with 5/8” puddle welds every 6” o/c. Side
laps were fastened between the supports with (2) # 10 TEK screws equally spaced per
span. Reference “Type 1.5B Deck Fastening Schedule” on sheet J1 of the “MACON
Erection Drawings”. Compliant.
*Discrepancies, if any, are noted above in bold.
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, INC.
Tim Begole Sr.
Project Manager