You will be happy with both the height and the light.
I used a ridge beam and six 3 bulb fixtures for that reason.
(Two skylights, and white on a surfaces, also.)
I love the open, bright room I ended up with.





.. For access, either double up the ties and box out a 32" opening or squeeze through a 14 1/2" scuttle.
Menards has the lighter gauge steel panels that will easily support r19 fiberglass. But with an access, have you considered blown in?
Looks like the short roof rise is 2x4's which could be filled with 3" of foam board sealed with spray foam along the edges, leaving a 1/2" channel for venting. That only gets R15 but better than nothing. If it's 2x6's you're golden.
On the walls, I'd do drywall painted eggshell as per lighting guru Platonic Solid, but osb has dropped in cost to a reasonable level lately.
If you're heating, the experts would suggest more vents, in the soffit and near the ridge.
Just read your thread today. Nice job strengthening the structure for greater usage. Looks like it's stronger now than when built.![]()
It's well deserved honor!
My situation is a little different from yours for insulation as I've got a ridge vent and a couple gable vents (no soffit vents for me, either). I'm planning on using a those foam insulation baffles against the angled section of the ceiling for airflow, and then using batts against that.
It may seem silly since you'd only need it for that first few feet, but (allegedly) closed-cell spray foam is supposed to resist mold/moisture. I imagine you could put a sheet of plastic/paper up against the roof decking and spray some in the angled sections. It's not cheap stuff, though.
At least for now you have some built-in protection against ice dams! lol.
Mike - may I suggest you look at foam spray directly to roof deck for the lower portion (sloped ceiling) to 16” above ceiling line. and then blow in cellulose in via the access hatch. There are some diy closed cell packs available..... use fiberglass or foam board (used on Craig’s list) cut to fit between studs.
Add second vent to other gable end.
. If I ever have the roof redone I could go with a ridge vent that could add a lot of air flow.. We will see..Nice job. I have to do the same project. I also have no soffit venting. The rafters only sit on the top plate with only a slight overhang of roof sheathing. In my case my garage is completely sheathed inside with plywood. Ceiling and all. Current current joist are spliced and braced 2x4.
I can’t decide to do the whole length or only
The area of the lift.
That ridge beam idea is cool too.
Mine is kind of funny and I almost hate to tear it out. The old guy put a lot of work into it. Full plywood ceiling with 8’ fluorescents, the 10x10 door goes up over the ceiling when up. I like it, but I think I’m really Going to like finally having a lift.
Looks good RedWolf. Just want to point out for those that follow your example that your new "kingpost" struts are tied into new 2x collar beams (ties) right at the ridge. Future DIYers might try to tie into their existing 1x collar beams, some of which may be lower down, and that wouldn't be a good solution as the strut is pulling on that with tension. The strut needs to be tied as directly as possible to the ridge connection. You can also elimate a kingpost on every joist by using a strongback/binder. Also 16d nails are acceptable fasteners.
3on, you raised good points...however, you should probably look at my build thread...all of those points were addressed along the build. The ridge beam is tied to both existing ridge board and rafters via hurricane clips, and added collar ties. The pic posted was taken during construction.Not to rain on this resurrected thread, but if anyone refers to this thread and is using Denwood as an example (post #22) for adding a ridge beam, there are some things not to do:
- don't eliminate the collar beams (ties), as you can see his rafters are not connected to the new ridge beam. Collar beams hold the rafters from uplift. You can alternatively use straps on the top side of the roof sheathing.
- the rafters should be mechanically fastened to the ridge beam. In his, it looks as though there is an existing 1x ridge board, now taking the compression loads from the roof down onto the new ridge beam.
- the new transverse girder beams (supporting the ends of the new ridge beam) looks to be cut way too aggressively under the roof slope. There is a minimum beam depth needed over the bearing point, compounded by his additional gap to clear the shingle nails sticking through.
- you would need have additional post support added into the walls to carry the new ridge beam, and make sure the foundation is adequate for the new point loads.



Unfortunately, I have completely stalled all work on my garage. Dragging my feet as I don't know what to do. If I close up and install a ceiling I'd need to add roof vents and probably also need to add eve vents as well. If I just insulate to the peak I'm still not sure what I should do with venting the roof deck. I haven't done a lot of research on the latter thought.. I will definitely update this and the other thread I have if I can get motivated.. Thanks for asking!! And sorry it took so long to respond..@Redwolf947 I see you're still active on GJ, so I don't feel so bad for a second resurrection of this thread.
Have you figured out the insulation on the sloped part yet?
Any movement in the past 2 years since Sam asked above?
No worries! After I posted I had found your main thread and had considered moving over to thereUnfortunately, I have completely stalled all work on my garage. Dragging my feet as I don't know what to do. If I close up and install a ceiling I'd need to add roof vents and probably also need to add eve vents as well. If I just insulate to the peak I'm still not sure what I should do with venting the roof deck. I haven't done a lot of research on the latter thought.. I will definitely update this and the other thread I have if I can get motivated.. Thanks for asking!! And sorry it took so long to respond..
