A few things to note here, Tim Marshal actually did not give this an official rating, you may be referring to the 170 mph statement in his damage report. This was not supposed to be referring to the church, rather for a future di. (Which the dod and damage windspeed for all walls collapsed has changed). As far as how I would rate it, I did a deep analysis into its construction using information from Tim Marshal and structural details: here is a copy of what I wrote roughly.
The Presbyterian Church in Mayfield consisted of three buildings, one being a metal building system on the west side. The original sanctuary structure was on the southern side and north of that was a 2 story masonry bearing building housing offices and classrooms. The EF5 damage happened to the original sanctuary. The sanctuary itself was built some time between 1916-1920. It was a 1 and 2 story brick structure with a basement beneath. The building was in very good condition especially compared to the older downtown buildings, the bricks were properly fired and very hard, and the cement mortar was also in good condition bonding the courses of masonry together. The walls were four wythes thick (16 inches), of classic unreinforced traditional masonry, the outer wythe was a typical running common bond that was bonded to the backing wythes forming a strong collar joint. Six large buttresses on either side of the east and west load bearing walls provided significant lateral reinforcement and stiffness. The basement level was divided from the superstructure of the building by a large concrete bond beam, windows were arched. The roof structure was a steel a-frame design of steel roof trusses that were bolted into anchor plates embedded within the mortar joints of the masonry walls. The bonding generally was good. Though obviously an english bond is strongest the four wythes of the walls are extremely heavy and resistant to the windforces with the buttresses and roof trusses. Also of note is that wall top plates were well anchored into masonry mortar joints with long anchor bolts, and joists were also well anchored which is not something u often see in older construction which is neat. The church sanctuary suffered complete destruction down to the concrete bond beam, on the CEF scale for C-HC, this would warrant EF5, on the IF scale, this would be Sturdiness E-F, for total destruction also IF5, on the revision for CARB, this would also be EF5. Not only does this 100% deserve EF5, it is a much higher damage indicator than most of the actual EF5s.
The corrosion of the baseplates is for the MBS which would be rated as a separate building.