I'm a PE registered in CA, so my information is different than PA. I work mostly on single family residential structural projects in mountainous regions with snow loads up to 500 psf.
What are your goals with removing the trusses?
I don't design trusses, I leave that up to the truss proffesionals. So if I was to change even 1 small part of a truss I would consult a truss engineer.
Based on what you have written above, in order to remove the trusses (this isn't just an alteration, but a complete removal) you would need to have an analysis done on the complete roof system. A ridge beam spanning 26' with even a small snow load of 67psf isn't a small beam as many people on here have stated. Is this 67 psf the ground snow load? Or the roof design load? You have to add in the roof component dead load as well for design.
Once the ridge beam size is determined, you would also have to adust the size of the members supporting the roof member, being either within the wall or intermediate members. With trussess, you don't have columns in your exterior wall currently, and there would not be any sort of spread footing. So, those columns would need to have appropiately sized footings as well. What is your allowable soil bearing pressure? You would have to underpin the exterior continuos footing to allow for a spread footing under each column supporting the ridge beam. And also have the appropriate hold downs installed as well. As a retrofit, this can get very expensive.
You would also have to install either collar ties or some form of mechanical resistance to horizontal forces. Otherwise the walls would push outward and the roof could collapse. With collar ties/rafter ties you really would only gain a couple feet of ceiling height in the center of the room at most. Is this worth the expense??
Based on design of what you are requiring there could be many other issues come up as well. It would be determined based upon a complete review of the property/building. I would not trust a "contractor" that is not a structural engineer to give you advice.
Just as a reference, if you are looking to span all 26', you would need GLB 5-1/2"x24" to make it work. And then also include the added footing at either end. And the collar ties to keep your roof from spreading. So, not a small project by any means at all.
My advice would be to enclose the existing ceiling with trusses unless you have a need for a vaulted ceiling.