Frank Dreb
Well-known member
- Joined
- Aug 27, 2012
- Messages
- 75
Hi guys, we are very shortly moving into a new construction home with a 24'W X 26'D garage. Inside is drywalled, mudded and taped - ready for paint. Ceiling height is ~11'6".
I would like to have overhead storage around the perimeter of the garage, starting at 8' from floor and about 4' out from the exterior walls. I plan to frame and floor the shelves with 1/2" ply and finish the outside with drywall to match the garage.
I'm at a loss on how to build these shelves to support a significant amount of weight, as the interior space should be ~30"X40". Lets say 200-300 lbs per 4 foot square area.
The bottom wall - Should I build like a deck, with joist hangers? Or just two deck screws per "joist". I can't imagine 2X4's or 1/2" ply failing in that service. ie) I do not want to lose space for 2X6's.
The front wall - this is where I am having major issues.
The top plate - can I fasten directly to the joists via lag bolts, or should I skip the top plate altogether and sister the studs to the joists via lags? How about the bottom plate? Is there some sort of framing bracket that can be used at the top and bottom plates that would support say 300lbs at the far end? I would keep all openings/spans at 4' or less between top supports.
Thanks for your input
I would like to have overhead storage around the perimeter of the garage, starting at 8' from floor and about 4' out from the exterior walls. I plan to frame and floor the shelves with 1/2" ply and finish the outside with drywall to match the garage.
I'm at a loss on how to build these shelves to support a significant amount of weight, as the interior space should be ~30"X40". Lets say 200-300 lbs per 4 foot square area.
The bottom wall - Should I build like a deck, with joist hangers? Or just two deck screws per "joist". I can't imagine 2X4's or 1/2" ply failing in that service. ie) I do not want to lose space for 2X6's.
The front wall - this is where I am having major issues.
The top plate - can I fasten directly to the joists via lag bolts, or should I skip the top plate altogether and sister the studs to the joists via lags? How about the bottom plate? Is there some sort of framing bracket that can be used at the top and bottom plates that would support say 300lbs at the far end? I would keep all openings/spans at 4' or less between top supports.
Thanks for your input
Last edited:


