Quote:
Originally Posted by BrowBMW
I just talked with GSE and they said this CAN be used for storage as long as the arms are resting on the safety locks and not resting on the hydraulics to hold it up, you are fine.
Also, they said if I hammer drill and the slap is less than 4" I only need a 4x4 section at 3k psi - I don't even need to do rebar re-enforcement. So that is doable vs. doing the WHOLE slab.
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I'd still do the rebar tbh