The slots are there so the contractor can temporarily secure the balustrade after it's lifted into place by a crane.
Some adjustment likely will be required later to get everything plumb.
Hi,
I’m dealing with the following scenario and am wondering if anyone here has encountered something similar and can offer a bit of guidance.
I’m designing a cross-laminated timber balustrade that’s braced with steel angles.
The angles are bolted to WT brackets which have lag screws to the...