Sorry it took me this long to read all of this. I must say that many points are quite valid and I'm in full agreement with almost all of it. Some comments:
#1 It seems strange to me that winds are always listed as multiples of 5 which is because they can't resolve better than that, yet we get many200's and no 201's or 205's.
#2 Evidence of what they consider "well built" includes toe-nailed studs,m and that evidence is rather easy to find. Very few homes have toe-nailed studs,so finding no holes where the toe-nails would have been means "not well-built" right away. This one parameter can be discovered in an instant so long as there are studs which can definitely be linked to that one site. I have no beef with the NWS on this in most instances, but my experience in building and demo work shows me that end-nailing (the most common practice) also has variables- mainly nail type- and that true 16d common nails resist side-shear approximately as well as toe nailed studs and after being in place several years also resist end-pull-out nearly as well too. However in the last 20+years, almost all homes are built with nail-guns, having thinner diameter shanks and shorter lengths. Those nails (along with CC Sinker type) have good initial pull-out resistance but once moved lose most of their grip. I have built exactly one home where we toe-nailed studs with guns, none by hand, and I've built or helped build at least 70 homes in several different parts of the US using local techniques. They need to alter that DI to allow for true 16d nails then I'd be happy.
#3 If no other rating requires a 70+ yard diameter damage area, then it should be removed as an EF-5 DI/DOD rule. Accept the damage found as is. We've all seen momentary subvortices that probably covered far less area so it's clearly possible for a group of homes to be lower in damage while one or two affected by that subvortice are EF-5.
#4 "Home not hit by debris" would have some validity if you specified exactly what the mass of excluding debris is but they don't. All homes get hit by debris; not all homes have a vehicle thrown at them. If we do such defining we might end up like the low end of the TORRO scale which to me is laughable in it's efforts to exactly define ending up with more questions that answers. I would like a rule on the debris mass "being large enough and at such a velocity to greatly affect wall strength" of something similar.
#5 :Has to be ground scouring: is insane. There are so many different types of soils and conditions that the lack of scouring can be meaningless as anyone who has dug into dry red Georgia clay or dry Texas 'hardpan' can tell you. It's almost like concrete and even 205MPH winds would have a hard time dislodging it. The wet fertile soil of the Imperial Valley in SoCal could probably be scoured by a low-end EF-4, maybe less. Asphalt also has many variations. I think we should use scouring just as an additional contextual indicator when it occurs and take nothing from it when it's absent.
#6 "All trees within 35 yards have to be fully gone and fully debarked does not take into account that buildings or even blown large debris can protect against debarking until the protection goes away, by which time the EF-5 core could have passed. Or the structure ciould have been at the edge of the EF-5 core with the tree(s) just outside of the 35 yard area.
#7 Extreme debris granulation will be affected by the time itis in the core, which is why slow-movers like Jarrel granulate completely while fast-movers likr Philadelphia or Smithville may not. Again, it's presence can mean everything but it's absence means nothing.
In conclusion we need to end the mindset of everything having to be exactly within written parameters or it being discounted, instead allowing an experienced surveyor to override some of the exactness without question when they truly believe the damage was otherwise at a higher level. Show me a precise tornado then I'll accept precise parameters for determining damage levels (but only for that tornado, and not the usual imprecise ones).