So, I have an older construction home (1948, a great year for lumber in MN) with a detached garage connected to the breezeway. The garage roof structure has rafters and collar ties with two storage joists (maybe for shear) and joists on the gable ends running between bearing walls. The gable walls are rafters stick framed (very basic image attached) down to a double top plate with the previously mentioned joist nailed to both the rafters and studs above the double top plate. 

There is currently an 8ft wide barn sash window on one gable wall and two 7ft tall by 8ft wide garage doors on the other. None of these existing openings have anything but the double top plate as the header. The garage doors have king and jack studs like a regular doorway, but the window only has king studs with cripples from the top plate to a single 2x4 header and a 2x4 sill plate with cripples down to the bottom plate. None of these openings have any sag in them. 

Shouldn't the ridge be passing some load down through this window and creating sag in the middle of the window span? or is this being mitigated by the joist above it being nailed to the gable studs as well as the rafters? I want to convert this window into a roll up door and was thinking I could just frame it the way the garage doors are framed to keep the opening 7ft tall. Not so sure the permit office will share my enthusiasm for this idea, with good reason.

[![gable end framing example](https://i.stack.imgur.com/Yc2gc.png)](https://i.stack.imgur.com/Yc2gc.png)