That will make it a lot taller, and heavier.
Yeah, the truss weighs in at 161 lbs.
If it spans 24 feet, and the pitch is a 45 degree angle (12/12), then the peak of the truss will be 12 feet above the top wall plate. With 10 foot walls, that puts the peak up at 22 feet.
My 4600 tractor with the 460 loader reaches 9.3 feet high at the bucket pivot according to the JD specs. So I would need a boom of about 16 feet beyond the pivot to be able to lift the truss from its peak. But (I think) the trusses are designed to be lifted from the collar tie at points 5 and 7 seen on the drawing. That's about 8 1/2 feet from the top of the wall. So maybe the truss could be lifted by a beam that grabs those two points from the bottom edge. If the cutting edge of the bucket extends 2 feet (swag) beyond the pivot, then an 8 foot boom extending from the bucket should be sufficient. I have hooks welded to the top edges of the bucket, so chains could be run from there to the end of the boom. Cool. This might just work.

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