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I am designing an open carport structure using a cantilevered column system with multiple columns in an area with very high snow loads (almost 100 PSF roof snow load). Because of those very high snow loads, I am finding it a little tricky getting under the 15% axial capacity requirement with...

For an enclosed but unheated building (like a storage building), would you assume the concrete would exposed to freeze/thaw (in colder climates)? So per ACI 318-19 section 19.3.1, would this mean the slab and foundation concrete would be considered F1? Therefore, per table 19.3.2.1, it would...