To put things in perspective, we tend to design for 80 mph at say 16lbs/SF, 100 mph winds at say 25 Lb/SF.
200 mph will be designed at least for 100 lb/SF.
Design in some areas of the bldg 200-210 mph winds will have some design loading at closer to 225 LB/SF. Some uplift forces exceed 400lb/sf at those velocities for a flat roof at the eaves.
Couple this with stormwater drainage failures and foundation damage, complete annihilation of structures isn’t implausible.
In one word:
EVACUATE.