smitty9898
Structural
- Dec 8, 2003
- 30
I’m looking into possibly requiring the installation of a ½” diameter lag screw into the end grain of a 2x8.
Obviously I have several concerns regarding this:
1. Constructability: I’m concerned that when the lead holes for the lag screws are drilled, the contractor will damage the 2x8. Would requiring an epoxy screw help to mitigate any damage?
2. Has anybody had experience with this type of connection?