as far as floor requirements go/ like 2 months ago, I did a search of some the various manufacturers regarding "their" concrete requirements for what ever 2 post lift they sell of equal capacities to the competitors, as I have a Weaver 9K (no not a Derek Weaver-- I mean an old solid original Weaver) that I am about to put up;
there were some differences in concrete spec, which surprised me; because as 9K lbs is 9K lbs no matter what brand the lift is that holds that weight over your head.
I have recently looked at several other local lifts at various shops from the HS Career Center, to a couple of exhaust shops and a local Dodge dealership a buddy works at, especially looking to compare what I have vs. what I don't....
and I have seen vast differences in different brands and different-aged lifts that have the same capacities; size of base plate, thickness of columns, etc. Not only in lift features and construction details but in minimum concrete specs, as well.
I looked at several manufacturers' concrete requirements (Rotary, Bend Pak, Mohawk, among others) because the company that built mine was bought out and no longer exists, and I had a tough time finding out what "they" wanted for a base. Most 7-9K capacity, 2 post wanted, ~4-4.5" of 3000lb coincrete. Some specced 4000# concrete mix, no mention of rebar (or not) by anyone but Mohawk.
I did eventually find Weaver's specs> and they, and Mohawk, have the "toughest" specs;
On an established and cured (min 28 days) slab, these both wanted a min of 6" thick, and specced a truck mix and said to never put a lift on hand mixed 'crete. If you gotta cut out the floor and repour, these 2 companies wanted a 4' wide pad X12 ft across, and a min of a foot thick, tied in with rebar to the existing slab, and dug out larger beneath the existing slab as well, so that the new 'crete "keys into" the existing slab.
ALM (another lift company that I *believe* to not exist any more) is the brand we have at work. All 4 are 9K capacity, as my "home" lift is. I never did look up ALM for their 'crete spec, but wow they have one of the smallest "footprints" of any base plate on a lift column that I have seen.
and the local exhaust shop that did the duals on my son's truck has some of the newest Rotarys I have seen. man they seem like flimsey **** compared to older Rotary's... makes my same-capacity-rated lift "look like" (no, I aint gonna try) it could handle about 20K if the lift cylinders could handle that load....
I don't get why one company says they want 4" minimum of 3000PSI mix with no mention of rebar while others say 4" of 4000# mix and still others want 6" of 4000# mix PLUS rebar spaced every foot (Mohawk) and these are all for same-capacity lifts as each other?
Though mine may be "rated" for 9K, I don't see ever lifting that much, my son's truck has a GVW of 8600 sure but I dont see puttin it up in the air with a bed full of gravel either; empty, the truck is closer to 6000. otherwise I have a Dakota, a Cherokee, a Wrangler and a '78 Plymouth Fury Sport.
but it's nice to know I "can" lift that much, if I needed to.