We had a partial collapse, excess wet snow, insurance policy did pay for repairs, similar building, 80'x125'. Job required 11 new trusses,, new perlins, tin, skylights, we sister'd up the existing posts with new ones and made it all work, myself and 2 others. We did save some money without hiring it out, but it was labor intense and slow going in the cold.
Looks like the spacing on those trusses are 4'-0" from here, lot of room to fall through. If you have a concrete floor, a scissor lift would be very useful, we had to do ours off scaffolding, ladders etc. December-January, worst time to frame a building, will never do that again. I would assume you have perlins to hold the tin on the existing Do they still make the same profile galvanized tin, so you can tie into the existing ? Might have an odd joint where they meet. Hopefully your policy covers repairs, like ours, not a total loss seeing it from here.
If'n you don't like what they tell you, invite the rep over to that gallow like thing on the right and hang em up til he cuts a check LOL !!!!
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