Recent content by Texan1

I suggest trying to get in touch with the Designer that handled your project. If your lucky they will have basic repair tool functions enabled in their Mitek Engineering program and be familiar with how to simulate the broken member damage conditions you have described and generate repair...

Glad your getting it like you wanted. Friendly suggestion to insure they put in a new stud column in that back exterior wall under the 3 ply lvl at it's new location (doesn't look like any sheetrock has been removed there yet). Steve

If it were me, I'd keep the lift centered over the recessed cans and have the ceiling framing reworked to get the clearances needed in both directions. Based on the pic in the framing stage, the left side of the pop up is just a furr down and is non structural. There appears to easily be 12"+...