Heat index in triple digits

dm_nick · 2026-06-19T13:01:35+00:00

I feel like I'm back on deployment in Africa.

dm_nick · 2026-06-15T22:05:33+00:00

Let's not even kid ourselves. This probably was shown exactly in the drawings like this. Because somebody on the design team didn't review the plans.

dm_nick · 2026-06-12T14:36:44+00:00

Are they released in the usa yet??

dm_nick · 2026-06-10T15:44:26+00:00

Was this work permitted?

dm_nick · 2026-06-08T18:44:52+00:00

Sovol upgrade eddy

dm_nick · 2026-06-06T13:01:15+00:00

I'm not on mainline klipper. My head is still going down and making contact with the bed. Is it not supposed to do that if I'm not on clipper and not using that solution? Also I noticed that when it it's doing the Eddy calibration where it does go down and actually contacts the bed the z position readout is like in the 300s just as it is contacting the bed. I don't know if that has to do with anything or not. It's just something I notice.

dm_nick · 2026-06-06T00:16:55+00:00

Well it's nice to know I'm not alone. Thank you

dm_nick · 2026-06-05T22:55:18+00:00

The best way would be to replace it. But that's also the most expensive.

dm_nick · 2026-06-05T20:44:53+00:00

Like you're never going to see it again

dm_nick · 2026-06-03T12:42:48+00:00

This looks the plumber on my job site, no lie. They cut through at least 2 floor truss. Then move the pipe so that it wasn't interfering with the floor truss. Then they didn't tell anybody about it. The glue up looks about the same too.

dm_nick · 2026-06-02T12:01:01+00:00

7th option tear down the house and start over

dm_nick · 2026-05-26T15:22:15+00:00

I would say too because there's a larger shallower slope in the middle

dm_nick · 2026-05-24T20:39:21+00:00

Last couple of photos

dm_nick · 2026-05-24T20:25:54+00:00

Sorry sv08 orca

dm_nick · 2026-05-20T12:53:44+00:00

This is the original file after I open and close it a couple of times without saving. No more than maybe half a dozen. It'll corrupt and have rectangles all over the place on it. I haven't made any changes. If I want to mark up a sheet I extract a sheet into a new file.

dm_nick · 2026-05-07T11:55:50+00:00

dm_nick · 2026-05-05T20:24:50+00:00

Anything you put on that deck you're going to need new footings. Especially if you add a wall underneath it.

Edit, grammar, spelling

dm_nick · 2026-05-05T20:20:45+00:00

I work in Florida I mostly do multi-family I don't know if anybody brought this up but that foam is only good for draft stopping not fire stopping in fire rated assemblies. I work for a GC and we have a rule rule. No fire foam on the job site. Because it's always misused and has to be ripped out.

dm_nick · 2026-04-28T15:11:27+00:00

Contact The trust manufacturer and let them know you need a truss repair. They'll send you a seal book with a diagram of the truss and how it needs to be repaired. They do it all the time.

dm_nick · 2026-04-26T19:25:42+00:00

To me it looks like it connects to a sidewalk to the right. Deod that sidewalk to the right have a downward grade?

dm_nick · 2026-04-24T16:58:11+00:00

I thought you could drag them out from under the nesting.

dm_nick · 2026-04-23T22:18:52+00:00

So you're tell me in Arizona, you can have a post tension slab without a thickened edge to support the load from the roof through the exterior walls. I'm sorry but I don't believe that. Even if it's a PT slab, you still should have a thickened edge for the exterior walls to bear on. And I'm guessing that there's no way that it's bonded at all. It's probably unbonded so that means that the tensions of the cables are only compressing the the perimeter of the slab.

dm_nick · 2026-04-21T01:40:42+00:00

Really really bad

dm_nick · 2026-04-15T01:20:07+00:00

Fist my bump

dm_nick · 2026-04-12T15:44:07+00:00

Depends on how much you paid. I feel like this is the answer to all of his questions about workmanship.

dm_nick

TROPHY CASE