HomeMy WebLinkAbout10-18-2024 EOR - RFI #33 - Response1
David Riddle
From:Smith, Lloyd <
Sent:Friday, October 18, 2024 11:57 AM
To:David Riddle
Cc:Higginbotham, Barry; Burton, Alex; Watson, David
Subject:RE: Joist seat issue 7124-0100
David, the reaction point of the joist is at the vertical peg. If the rqd end anchorage welds can be achieved in that
area of the seat, the gap is acceptable. Otherwise, a shim plate can be used if necessary.
Hope, AR • newmill.com
LLOYD SMITH, P.E.
Design Engineer
Direct: 870.722.4273
From: Watson, David <David.Watson@newmill.com>
Sent: Friday, October 18, 2024 11:32 AM
To: Smith, Lloyd <Lloyd.Smith@newmill.com>
Cc: Higginbotham, Barry <Barry.Higginbotham@newmill.com>; Burton, Alex <alex.burton@newmill.com>
Subject: FW: Joist seat issue 7124-0100
Lloyd, See below.
Hope, AR • newmill.com
DAVID WATSON
Customer Service Representative
Direct: 870.722.4105
From: Reeves, Chris <chris.reeves@newmill.com>
Sent: Friday, October 18, 2024 11:17 AM
To: Watson, David <David.Watson@newmill.com>
Cc: driddle@wrightengineers.com; Ray McGrew <rmcgrew@mwbuilders.com>
Subject: Fwd: Joist seat issue
2
Watson see below and attached.
Chris Reeves
972-921-0237
Hope, AR • newmill.com
CHRIS REEVES
District Sales Manager
Serving: North Texas
Direct: 972.921.0237
Begin forwarded message:
From: David Riddle <
Date: October 18, 2024 at 12:10:29 PM EDT
To: "Reeves, Chris" <
Subject: Joist seat issue
Chris,
We have an issue on one of your projects with joist seats not bearing flat on the bearing angle. This
issue is occurring at all of the joists along the dock side and it appears the joist is only barely
touching at the end.
Your Job number is 7124-0100.
See pictures below.
Have you seen this before? And if so, is the fix to just put a shim plate underneath?
3
4
David Riddle
,
P.E., S.E.
Director
at
Wright Engineers
8505 Freeport Parkway Suite 525, Irving, TX 75063
972.426.8600, x6012
driddle@wrightengineers.com
Structural engineers licensed in all 50 states