Best home garage lift for Tahoe (and your other cars)!!

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OR VietVet

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IMG_0414.JPG May have to go with something like this and get all the tall adapters I can to safely go higher. I have the complete building blue prints for the whole facility and I take this footnote to mean that the 3000 psi rating is for the concrete floor of where I live and the outside concrete rating of 2500 psi is in my carport area and therefore would not support the Max Jax. Hence the questions about the creepers and this portable lift set up.

https://www.bendpak.com/car-lifts/portable-car-lifts/bl-7000slx/
 

iamdub

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Gotta love how they mix the spec formats, in decimal and fractions. Why not just list the length as 1-5/8? Or the diameter as 0.375?

View attachment 237815


That also reminds me of seeing a toll road sign displaying the cost of .75 cents. I've been overcharged all this time?


lol
I never noticed that. I could see how some people are confused when reading fractions, so why not use all decimals? The least they could've done was to express the quantity as 4.166666666666667 dozen.
 

iamdub

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View attachment 237824 May have to go with something like this and get all the tall adapters I can to safely go higher. I have the complete building blue prints for the whole facility and I take this footnote to mean that the 3000 psi rating is for the concrete floor of where I live and the outside concrete rating of 2500 psi is in my carport area and therefore would not support the Max Jax. Hence the questions about the creepers and this portable lift set up.

https://www.bendpak.com/car-lifts/portable-car-lifts/bl-7000slx/

Bummer on the 2500 psi concrete. Although, the concrete contractor may have poured the same 3000 psi stuff as for the slab. I believe those are just minimum figures the engineer has to spec and it seems one would have to go out of their way for a 500 psi savings. But, I'm no expert. It's worth investigating if the place isn't very old and if the contractor can be reached.

One thing about that Quickjack is you gotta be able to move the halves of that lift around on the ground.

This honie manages it just fine, she just had to put dat ass into it:

 

OR VietVet

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Bummer on the 2500 psi concrete. Although, the concrete contractor may have poured the same 3000 psi stuff as for the slab. I believe those are just minimum figures the engineer has to spec and it seems one would have to go out of their way for a 500 psi savings. But, I'm no expert. It's worth investigating if the place isn't very old and if the contractor can be reached.

One thing about that Quickjack is you gotta be able to move the halves of that lift around on the ground.

This honie manages it just fine, she just had to put dat ass into it:



Yea, I still have to check with the owner's son and his brother about the concrete. Plus, the Tahoe is about 5000 pounds and if you equate it out that may be fine if the 2500 psi is fine for that weight. It may stand to reason that the spec of minimum 3000 psi is because they equate that out for the 6000 pound lift capacity. I see a double this number and it pencils out. Or to the other extreme, if you half the lift capacity that is the concrete psi spec to shoot for.


Now, about that Honie and the QuickJack. I would want to get some more extensions but I know there has to be a limit. The biggest thing is that it is clear under the middle of the truck/Tahoe. Hence the creeper questions in my other post.

She would be sexier in shop coveralls though. Especially if she stopped saying, "LIKE" all the time.
 
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wjburken

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Yea, I still have to check with the owner's son and his brother about the concrete. Plus, the Tahoe is about 5000 pounds and if you equate it out that may be fine if the 2500 psi is fine for that weight. It may stand to reason that the spec of minimum 3000 psi is because they equate that out for the 6000 pound lift capacity. I see a double this number and it pencils out. Or to the other extreme, if you half the lift capacity that is the concrete psi spec to shoot for.


Now, about that Honie and the QuickJack. I would want to get some more extensions but I know there has to be a limit. The biggest thing is that it is clear under the middle of the truck/Tahoe. Hence the creeper questions in my other post.

She would be sexier in shop coveralls though. Especially if she stopped saying, "LIKE" all the time.
The 3000 psi requirement isn’t necessarily for load bearing, it’s for holding power of the bolt anchors.

You would be hard pressed to find a redi-mix plant that would provide anything less than 3000 psi concrete, but you need to go by what the plans callout.

It would not be that costly, if the landlord allowed, to cut out a 3’ by 3’ section for each of the posts and pour some 3000+ psi concrete. If you go 6” deep, you still have less than a yard of concrete between the 2 holes.
 

OR VietVet

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Wade, I knew it wasn't load bearing, or at least I was telling myself that. I was wondering if there is a difference in the concrete mix or density or whatever that would in fact allow the anchors to pull out, like you said. I just did not know how to word it properly. The cutting out of the sections for the re-pour of concrete, I know will never happen. I would bet that the brother's brother, the contractor, will know for sure. I hate guesswork and prefer to KNOW for sure and not take any risks. The MAX JAX would never let me stand under it anyway so the other QuickJack will likely be the way I will go. Time will tell when I get a chance to talk to the contractor.
 

iamdub

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Yea, I still have to check with the owner's son and his brother about the concrete. Plus, the Tahoe is about 5000 pounds and if you equate it out that may be fine if the 2500 psi is fine for that weight. It may stand to reason that the spec of minimum 3000 psi is because they equate that out for the 6000 pound lift capacity. I see a double this number and it pencils out. Or to the other extreme, if you half the lift capacity that is the concrete psi spec to shoot for.


Now, about that Honie and the QuickJack. I would want to get some more extensions but I know there has to be a limit. The biggest thing is that it is clear under the middle of the truck/Tahoe. Hence the creeper questions in my other post.

She would be sexier in shop coveralls though. Especially if she stopped saying, "LIKE" all the time.

The concrete spec isn't so much for the weight of the vehicle, at least not directly. It's a measure of strength to allow for any off-balance load which would create an upward pull on the opposite side. The vast majority of the weight is downward and spread over a larger footprint than what two tires would create. With a two-post clear-floor lift, the only off-balance load is fore or aft on the X axis since the tops of the lift columns are connected with a beam, supporting the Y axis loads. On the MaxJax, the Y axis load is all held by the anchors so I'd say it's even more critical to adhere to the specs. I agree that there's a considerable safety margin and I'd assume it to be 100%. But I wouldn't wanna test it.


I'm sure that she's in some sort of over- or coveralls in at least one of her vids. They wouldn't be loose, though. I hear her talking, but I've never paid close enough attention to notice the excessive "likes". Doesn't surprise me, though.
 

Matt_

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I am going to go with this set up

https://www.quickjack.com/car-lifts/bl-7000slx/

With this extension kit:

https://www.quickjack.com/slx-frame-extensions/

With this adaptor kit:

https://www.quickjack.com/suv-truck-adapter-kit/


It is all free delivery.

I was going to have to be on a creeper of some sort anyway with the Max Jax

I was actually just looking at the same setup! The extension is great because it adds another 1.5" of lift height (which i might need for my lifted yukon XL).

Another thing i was thinking about the quickjack is that its mobile... can use it in any of my garage bays, or the driveway.

Let me know how it works when you get it!
 

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