I am in the process of renovating a 1930s cape cod style house.
We intend to put a small bedroom in the attic. The joist/studs in this house are all 24"oc, old pine, hard as nails. The ceiling joists are 2x6 with a 10' span.
It has been suggested that we reinforce these by sistering them with new lumber using a strong adhesive and bolts/nails. It was also suggested that we don't need to rest these joists on the beams at either end, because what we're trying to achieve is rigidity, and the 3" that the old joists rest on each beam with is not in danger or sheering or breaking. Is this a good idea? It certainly would make things easier (ie no cutting of blocking, no levelling of new wood that is sure to be of narrower dimension).
Did I mention that the ceilings will be finished 1/2" plywood?
There is no clearance to increase the dimensions of the lumber, so we're going to have to continue to use 2x6 pine. So, once they're sistered, we're looking at 4x6 pine (theoretically) spanning 10 feet, 24"oc.
I also misunderstood the situation. I thought you were sistering ceiling joists to hang a new ceiling on, not looking to strenghten existing ceiling joists into floor joists. The 2 x 6's are definately undersize for floor joists, but since you said you cannot go any deeeper size materials, I believe you would get better results by adding an additional joist (for 12" spacing) than by sistering the 24" spacing. You will need to remove any existing blocking at the wall plates to allow you to set the new joists on the walls. A couple of rows of blocking betwen the joists will also help by providing more contact areas to help spread the load over a wider area. Use tongue and groove plywood for the sub floor, a generous bead of heavy duty sub floor adhesive, and screw the floor down with 2 1/4 " screws rather than nail it. The screws will be much more resistent than nails to working loose and causing future squeeks.
Sister 2x8's and install another 2x8 between the joist bays. Making them 12" oc. A little extra wood and alot sturdier floor. Glue and screw the subfloor.
thanks Jeekinz, but the existing joists are 2x6. I plan to sister those with 2x6s, otherwise I'd have to either rip up the upstairs floor or lower the downstairs beam.
all I'm really looking for here are two pieces of info:
1. do the sistered joists need to rest on the beams or can they stop just short?
2. should that be enough to support an attic bedroom (sistered joists yield a total joist dimension of 3.5"X6" spanning 11 feet, 24"oc)?
Nelson I guess the question is can you get the sistered joists onto the beam. If you can this would obviously be better. If you can't sistering will help the bouncing but will not provide more strength at the beams. Will it hold either way I would think so. Is one way better than the other? Answer defiantly yes.
They cannot stop short. Can you install 2x6 joists at 12" oc, too? You're going to use 3/4 subfloor material, correct?
If I absolutely had to use 2x6's, I would glue and screw sisters to the exsisting joists, add 2x6's 12"oc with hangers, and screw down a 3/4" sub floor.
Reaching the ends is not a serious requirement, however, just a small benefit. Without getting into a long technical discussion, let me say that the most benefit comes from adding material to the middle of the joist span, and that the ends of the joist experience mostly shear stress, which is less of a concern than the tensile stress on the bottom-most fibers of wood at the middle of the span.
Reaching the ends is not a serious requirement, however, just a small benefit. Without getting into a long technical discussion, let me say that the most benefit comes from adding material to the middle of the joist span, and that the ends of the joist experience mostly shear stress, which is less of a concern than the tensile stress on the bottom-most fibers of wood at the middle of the span.
Hence both will probably work but one is better. I would not say it is only a small benefit. Maybe in theory it could be. However we are talking about wood. You may think all the boards are strong and in great shape but one can never be sure. I have seen boards I thought were in good shape not hold. If just one board shears at the beam then you go from a 24" center to 48" center.
Anyway I would use liquid nails adhesive and bolt completely through with 3/8" bolts with washers on both sides every 2 feet.
For the extra $40 or whatever I would also go with Advantech tongue and groove subflooring (polyester based glue under higher compression). It's a lot stiffer and will help get rid of bounce. Use a poly based const adhesive and screw.
For the extra $40 or whatever I would also go with Advantech tongue and groove subflooring (polyester based glue under higher compression). It's a lot stiffer and will help get rid of bounce. Use a poly based const adhesive and screw.
I actually have that problem now. I am trying to strengthen an existing ceiling that has 2x6's 16" oc that span 13'. One end is fastened to the house with a ledger board and joist hangers and the other end rest on two 2x6 cross members with about a 2' overhang (16' 2x6's) I would love to be able to use 2x8's but need all the heard room possible. I have been told that the existing roof structure would be fine hanging 5/8" sheet rock from it but am concerned having 3 little girls playing in this room. I don't want to take any chances. Would I be ok to sister 2x6's to each existing 2x6 and be able to handle the weight of the snow and the new sheet rock with the given span?
How can one determine how much a 2x6 on 16 will support? It is a cape code style home, but the staircase runs Parallel, not perpendicular to the front of the house. Around the staircase they only span ~9 feet each, but beyond the staircase, they span the full 18 feet + the width of the staircase = 21 feet??? This is an attic, with a full staircase in a New Jersey ~1950 built house. I am not sure what type of wood this is. Just trying to pick up some general info for down the road...to see what would be involved in turning this into a BR. Or even a BR+Bath. It could be interesting or not, to know that our main floor has 2x8s on 16".
Maybe I am not seeing it correctly. There is flooring on top, so I can't really see what is going on It does not feel even remotely saggy so perhaps the distance is split and they are sitting on load bearing walls in the middle??
Oh Im sorry I do not have a floor above it is a ceiling roof combination that was used as a ceiling for a screened in porch. Unlike the other guy mine will only have the weight of the sheet rock and snow load. We are on the border of NY and PA so we are lucky to get maybe 2 feet a year. The roof has approx. a 30 deg pitch to it with an existing rubber roof on top. I can take pics if that would help you visualize it. I want to make sure that this is good enough before I put my family in it.
Any idea how much a sheet of sheetrock weighs? The roof has been in place for 5 years and have not moved one bit just concerned with the extra weight by the sheetrock.
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