MNTornadoGuy
Member
I’m not sure if a house from the 1970s is going to be well-anchored.The house was built in 1970 and was a 3-bed 1-bath house, but that's all I have as far as construction goes.
I’m not sure if a house from the 1970s is going to be well-anchored.The house was built in 1970 and was a 3-bed 1-bath house, but that's all I have as far as construction goes.
Yep that's the house. Probably not an EF5 candidate, but at the very least it appears to be a poured slab.Not as good of an angle, but here's another angle before debris cleanup took place. I'd call it partially slabbed.
View attachment 11188
Well it doesn't matter if that particular house was well anchored or not because it wasn't a clean sweep anyway, but I am still wondering when exactly anchor bolts became common in home construction. I'm sure there are earlier examples, but the earliest one I can think of off the top of my head is the 1958 El Dorado, KS tornado.I’m not sure if a house from the 1970s is going to be well-anchored.
What's the bottom one?More lazily surveyed homes on the DAT.
Probably it had anchoring or construction problems.Ok, that information is great, and it's nice to see a quite detailed assessment.
However, there is one point that really gets me there, and that is the house on Browning Road they mention (it was the one I was looking at west of Bowling Green). That was quite a large home per Streetview and if that house was well constructed, and had nothing left except an interior hallway/bathroom, why is that not at least mid-high end EF3 or even nudging towards EF4?
They explicitly say well constructed.Probably it had anchoring or construction problems.
The construction here seems to be non-typical. It appears to have had 2X6 exterior walls, and possibly a grout-leveled floor poured inside of that. Midway up on the right side of this pic you can see where wires or pipes come up through the sill plate as they normally would, and there seems to be regularly spaced dark-looking spots along those plates where bolts could be. Can't see enough to know if studs were end-nailed or toe-nailed. Also the brick/ block veneer is right next to what I think are the sill plates; again this would be expected.
This is a view of the house taken from DAT. I don’t see any anchor bolts on the foundation.
I don't know if I missed it, but I don't see any explanation covering the brick veneer duplex that was slabbed yet got an EF2 rating.https://mesonet.agron.iastate.edu/wx/afos/p.php?pil=PNSLMK&e=202112222005
PNS about the Bowling Green tornado. They go into extensive detail about why it was rated as such. I get all of it except for the metal building that got EF3 165.
Vilonia level BS right there.
I mean farm equipment hitting it and foundation issues is a pretty reasonable reason to downgrade it. Maybe not to EF2 though.Vilonia level BS right there.
Sorry but I'm still not buying it. They never specified what "foundation construction concerns" there were and if the equipment was heavy enough to have a significant impact on the home's destruction, the equipment being thrown could be an indicator of violent winds itself.I mean farm equipment hitting it and foundation issues is a pretty reasonable reason to downgrade it. Maybe not to EF2 though.