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Thank you so much everyone for your responses and guidance.

@Doublestud the elevation is here

@phamENG : Please read my post again. I didn't say, "Can anyone tell me how to do it?" I simply shared my opinion and asked for guidance on whether my approach is right or not. I believe it's not appropriate for you to say that I am not qualified to design it. This is my first time posting, and...

@phamENG: I think your question doesn't relate with my query. but still I designed approx 100ft x 100ft with the same slab with hunched

The client want slab with hunched. I am just concern is the slab with hunched is suitable for this type of large PEMB. [url=https://res.cloudinary.com/engineering-com/image/upload/v1719601839/tips/Huncting_Slab_S-001_jxezzt.pdf] The largest footing is approx. 9ft x 9ft.

Here is the layout and reactions of the PEMB and the loading will be from telehandler. unladen wt = 67000lbs with a lifting capacity of 28000 lb

Recently, I have been awarded a project to design the foundation for a 200 ft x 200 ft x 28 ft tall pre-engineered metal building (PEMB). Can anyone guide me on the suitable type of foundation for this large PEMB? The frame spacing is 25 ft center-to-center. Initially, I was considering a spread...