I guess a little more info might help. It's a two story home, 1500 sq ft per floor L shaped(40x24' rectangle with 18x24' addition to rear), wide open main floor (only two point loads with in the structure), upper floor is main roof line with two dormers on the front and one on the addition, all cathedral with no loadbearing walls

I've had three engineers help with design and one to sign it all off but no where does it have any mention of this in the plans. I was thinking maybe the subfloor sheeting would overhang the thickness of the magboard and the panels would transfer the load all the way to the foundation. I figure I'll call the SIP engineers today considering that's what I paid them for is stuff like this.
Thanks for the input, any other suggestions welcome,
Sean