Engineers, architects, contractors, and woodworkers -- I need your help to prevent my untimely death in some terrible lofted-bed incident.
here's the deal. I've built a loft that's an eight-by-eight cube; and although it seems to support my weight and that of the nearly 200 pound king-sized bed i've put on it, there's some creakiness, and I want to make relatively sure* that I'm not going to wind cracking my head open on the cement after one of the 2x4s give out.
Refer briefly to this diagram:
what you can't see very well in this diagram is that the plywood does not rest at all on the sidebar members -- only on those 6 "crossbar" members.
Now check out these photos:
The cracking sounds seem to be coming from the 2x4 i've colored red. They don't occur all the time, just occasionally when I move my weight over/around that member. It *could* be coming from the 2x4 that's vertically attached to the red post (that'll make cracky noises sometimes if i push it towards the wall and away from the loft). It *could* be the red 2x4, which, if it snapped/broke, would probably result in my untimely demise. It *could* be coming from the yellow 2x4, a scenario which would probably just have me wake up the next morning and be all "woo, that was close" and then patch it up (because the other cross-wise 2x4s should support me). They could also be the plywood settling onto the 2x4 frame (it's not tacked down yet), but i think this is more of a bumping sound. FWIW when I bounce up and down on the plywood centered over a "crossbar" member, there isn't a heck of a lot of cracking but there is some give/bowing of the member i'm over. When i'm off the loft/laying still there really isn't any apparent bowing.
I'd like to keep the bottom open (without supports in the middle of the structure) because i'll be using that as a living room area. I will be building putting in drywall on/under the red 2x4, so i can add more support there.
I was thinking about adding a couple of cut pieces of 2x4s (using joist hangers) going in the center of the "crossways" 2x4s (in the diagram they'd be right around where the dotted lines where the two pieces of plywood meet) with the thought that this would prevent them from cracking downwards because the center of each 2x4 would share the load with the others, but i have no idea if this would result in a net postive effect vis a vis load bearing.
An ideal solution would *not* require the removal of the red 2x4 (as that would require me to pretty much take the whole thing apart), and would not have any additional posts added to the right side of the loft (the side with the two 6"x4" posts) or any of the space beneath it (ie, i don't want a post breaking up a space under the loft, or the space that is used to move into the area under the loft).
So, laugh away, engineers, architects, woodworkers and contractors, and then tell me the *right* way to do things, preferably followed up by the way I'm going to do it (ie, the way that's not up to code but will keep the structure from falling down**).
* meaning that i do not have the funds to hire a contractor or anyone who could legitimately counsel me.
i realize this places me near the realm of people trying to get free legal or medical advice from AskMeFi, but I'm primarily interested in an theoretical consideration of whether the structure i've designed can bear weight, potentially how much it can bear, and how i might be able to increase the weight load by adding members within my design restrictions. i can maybe have a buddy who does contracting work to look at the cracks, but that's about it.
** for legal purposes please pretend this structure does not exist in a realm governed by building code regulations, and further, that you didn't see any photos of it existing. thank you.
posted by bshort at 1:36 PM on March 22, 2005