Re: Lumber rack
William Duffield on the Cohansey
>Here's a photo of mine. It is modular and adjustable and can be built in any length and for any height ceiling, as long as the ceiling has exposed joists. My joists are on 2' centers, but 16" centers would work even better.

The uprights are 3/4" plywood with 3 1/2" square 2x4 spacers, bolted to the joists with one 4"x3/8" machine bolt, 2 washers and a nut, each. No fastener is needed at the floor, since all the force there is horizontal, back against the bottom of the wall. Do make sure that your wall is securely fastened to the floor, or the bottom of the wall may move into the next room. Mine has a concrete block wall behind the studwall.
The cross members are 2x4s, of any convenient length, with 3/4" lumber core lauan plywood gussets and a 2x4 spacer block at the bottom. The 2x4's are angled at about 3� degrees above the horizontal. They extend 3 1/2" beyond the back of the gusset, and are bolted to the uprights, with the same fasteners that I used to bolt the uprights to the joists. Note carefully the grain orientation. The upright assemblies and the cross member assemblies are assembled with lots of drywall screws and glue.
I would not recommend using 1x4 lumber for the uprights instead of plywood, due to the potential for splitting, since most of the force on the bolts is straight out from the wall.
The cross-members can be easily moved by driving out the bolt, moving the member, aligning it with another hole, and reinserting the bolt. When you are building it, take special care that you get all your holes aligned both vertically and horizontally, in both the uprights and the cross-members, and very precisely aligned.
If you like this design, and need more information, I can provide a pattern for the gusset, and a layout for maximizing the number of them you can get out of one 4x8 sheet of plywood.
Be careful. Don't overload it. Heavier loads can be supported closer to the wall than out on the ends of long cross-members. I'm not a mechanical engineer, and I have done no stress analysis on the materials or the structure. If yours fails, I accept no responsibility. Also, if it fails, it probably won't give you any warning.