Thinking out loud here...
The joists we can get onsite from a huge beam which looks long enough and can be ripped to provide 2 x 6's long enough for the entire span.
Fascia board can be just a doubled joist which makes sense as it is on the leading outward edge of the deck and will provide extra support.
Need to investigate corner columns to see if they support the leading outer edge of the I-beams. If they do, ouch!
Need 2 outside headers.
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