CT335 Weight distribution

[Gil Case]

best bet is to have a structural engineer look at this

PS if it were me I would look into poring a reinforced and sealed 6 inch concrete floor over your wood framing, using steel I-beams for support below.

You guys certainly build sheds differently than we do here in New England.

 

[krazsk]

Yeah Gil, here in Dakota we would build them better than that too, just like you New Englanders.