Note the temporary beams, or metal poles (a choice if it will be used a few times, vs just once), under the bottom board for the rare lift.  The bottom 2x cannot deflect. In part because of the lam beam tying 7 truss bottoms together.

The string and weight would be a good idea, if only to test, or just to monitor against permanent damage.

Ryan, I did want to grab some ties, but town is a literal hour away.

In the meanwhile, I did tie the laminated OSB to the trusses via plumber's tape (way overlapped). I used an awl to put tension on the tape as I worked around the install, so there shouldn't be even 1/8" of shift due to compression, under load.

Nail holes aside, there are none.  

If nail holes are a concern, it would seem truss companies would tell roofers how many they can use when tying plywood/OSB to them, or how many framing nails are allowed when 2x's are added to stop lateral movement, but none of the engineered trusses I ordered in the past had that kind of information.

In the end, since I will be going down this road one way or another, the more I can do to over engineer things to put the least amount of stress on the package deal, the better. Accordingly, the thoughts, concerns and ideas are appreciated.