Okay, everyone, we seem to be back on track. The independent engineer checked the post tensioning of the slab (sounds like I know what I'm talking about, right?), and reports that everything is within tolerances and nothing cracked. Hallelujah! We have a foundation! We went over after dinner tonight, and a bunch of workers was busy. You're lucky I didn't zoom in too much on this guy, he was about to show his carpenter's crack:
And get a load of this one's phenomenal abdominals:
Well, we just hope they do a nice job. We're glad they're back at work.
And get a load of this one's phenomenal abdominals:Well, we just hope they do a nice job. We're glad they're back at work.
No comments:
Post a Comment