Tag: basement

Beam Project: Footings

Settle in kids, because this is a long post. First off, I finished leveling the back beam, despite one of the hydraulic jacks slowly losing pressure. I picked up another jack post since the back beam sagged in the middle and I wanted to prop it up with the jack. I also removed the last of the stud wall under the beam, meaning it was now completely supported by the jack posts and hydraulic jacks. That in itself felt like an accomplishment. Then I finished building the temporary support wall, making it officially a pain in the ass to do laundry.

Temporary wall

Temporary wall

With these preparations complete, last weekend Eriq came down and together we cut the concrete floor using a circular saw with a masonry blade. The plan was to get the two holes completely dug out in preparation for pouring the new concrete footings. Unfortunately once we had the concrete floor out we found old stone footings under the floor in both locations.

Original footing

Original footing

Removing these footings proved challenging and we wound up spending the rest of the afternoon prying them out of the holes. The task was made more difficult because all of the ground under the house seems to be solid clay. Fortunately that means the holes stayed nice and straight and didn’t cave in, but digging in it was especially challenging. Initially we were trying to break up the old footings, but stone proved harder than concrete and we ran to Home Depot to get a longer bit for the rotary hammer, hoping to drill holes through it and then break it into chunks. Once we drilled the holes we noticed the whole thing was moving and realized we could pull it out in one piece.

Stone footing

Stone footing

The second one we didn’t bother drilling holes in and just pulled it out. The stone footings were limestone but one of them had a sandstone cap on it, perhaps to help manage drainage. The strange thing is that the floor was poured over these, so whatever columns had originally sat on these were long gone. I planned to dig the rest of the holes during the week, but I ran out of time since I also had to pick up concrete.

The footings specs are 30″x30″x18″, and since there are two, that wound up being thirty-two 80lb bags of 5000 psi concrete, plus I bought a couple extra just in case. Combining the limits of the trunk of the car with the $5 off $50 purchase coupons we had meant we had to break it into several trips. All told we spent around $150 on concrete. I spent Friday evening and Saturday morning digging the footings out, though when my friend Mike showed up with the concrete mixer he said they weren’t wide enough at the bottom. I had failed to employ measuring tape technology to confirm the holes didn’t taper as they went down, so it took us a couple more hours to get the holes right.

Measured holes

Measured holes

Next Mike made up the rebar. Because he does road construction he skipped the regular method of just floating in rebar as you go and built rebar cages to go into the footings, set on concrete blocks to keep them a couple of inches off the bottom. Assembling these went pretty quickly, but it was after we placed them and remeasured that he decided we needed to make the holes deeper so there would be enough concrete over the top of the rebar.

Rebar cage

Rebar cage

That meant we had to take them back out and spend more time digging out the holes, adding to the already massive pile of clay in the back yard that we took out in five gallon buckets. We’ll need to figure out where and how to get rid of that. My initial plan of just spreading it around in the yard was hatched before I realized it was all clay and not soil.

Footing depth

Footing depth

We verified our depth and placed nails at the edge to keep track of how high the concrete needed to be and to make sure it was level. I determined the depth to dig by starting with the outside wall footings. The bottom of the outside wall footing is the maximum we can eventually dig down the floor without underpinning. Then we’ll add a layer of stone and rigid foam to insulate the floor, which will have radiant heating. The bottom of the floor is the top of the column footing, so from there we measured down 18 inches. The laser level has proved invaluable for nearly every step of the process. I think even if I only bought it for this one project it would have been worth it, but I know it will be handy when we do the subfloor, the cabinets… everything really. I put it in the corner and from there had a level line that reached the corner outside wall footing we had dug out as well as the two column footings we were currently digging, making it easy to keep track of our depth given the fact the floor isn’t level at all.

Filling with concrete

Filling with concrete

We discovered the garden hose in the garage was full of ice and we couldn’t use it without waiting for it to thaw so we ran to Home Depot and picked up another one. Then we found the outside spigot was frozen and had to hook up to the faucet on the first floor. Finally we were able to start the concrete operation. Mike mixed up the bags in the portable mixer while I brought bags from the garage and took buckets into the basement. He added portland cement to the mix in order to get a better consistency, about three cups per bag. As we were finishing the first footing it was looking like we might be shy on concrete but in the end we had two bags left over, exactly the overage I had calculated.

Finished footing

Finished footing

Mike used his concrete vibrator to remove any air pockets and even out the consistency and then troweled off the surface to make it smooth. It certainly doesn’t need to be perfect since these will be covered when we put in the floor, but they look nice just the same. This picture also gives you an idea of how much ceiling height we’ll be gaining. The new floor will be four inches thick on top of the footing, so it’ll be about six inches lower than it is now. That doesn’t sound like a lot, but it’s the difference between having to duck under the beam for me at 6’2″ and being able to stand up straight for Sarah’s brother who’s 6’8″.

Plastic cover

Plastic cover

We put some plastic on top of the concrete to help it cure more slowly. It needs seven days to cure, but it will be longer than that before we put the new columns on them. Swapping the wooden beam for the new steel beam and installing the columns is probably about a month out since we need to coordinate a lot of people to come and assist.

Dirt pile

Dirt pile

Once we had finished I spent the whole evening yesterday just sitting on the couch. I’m really sore after digging the holes, carrying out the dirt, and then carrying in all the concrete, and I’m sure Mike is too, but we’ve reached a milestone we’ve been working toward for a while. It feels really good to have something to show for all the work and finally have a piece (okay, two pieces) of the new house in place. The only other thing in the entire house that is the “end product” is the electric service, and we didn’t do that ourselves, so this is kind of a first for us. We’d both like to extend a big thanks to both Eriq and Mike for all their help with the footings.

Beam Project: Front to Back

With the middle beam level and the support wall built I moved on to the front. The good news is that this beam was already level, but there was a rotted column and some of the old wall studs to be removed. This required some shell game action. First I lowered the hydraulic jack from its position in the middle beam, enjoying the awesome sounds of the temporary wall taking on the load. Then I moved it to the front of the back beam and took the load off the jack post there. Next I moved the jack post to the front beam next to the column. Confused?

Second column removed

Basically I use the hydraulic jacks to level things and the jack posts to hold them there, but I needed the column from the front in order to use my second hydraulic jack. In order to take out the column I needed to get the load off of it by putting in a jack post, and in order to move the jack post I needed to take the load off of it by moving the other hydraulic jack. I don’t know if that makes more sense or not. Regardless, after rearranging things I pried the other rotted column out and cut it down just like I had with the first one. Then I got out the second hydraulic jack, four more steel plates, and I put it in position at the back of the back beam.

Back beam

Once the two hydraulic jacks had taken the load off the remaining studs, I started removing them. There’s now only one other section of studs left in the wall and one 4×4 post that was pretending it could support the house. The back beam needs to rise between a quarter and a half inch at either end, and as before I’m going slowly rather than doing it all at once.

Support wall with cross bracing

In the mean time I added the cross bracing and put up the temporary wall for the front beam. I put the wall on the far side of the beam because I’ll probably be bringing in the new steel beams through the front basement window. Otherwise I’d have to bring them all the way from the alley which is quite a bit further. Depending on how many studs we have left I may put in additional support sections to either side as I need them. I want to make sure that the house is properly supported so that it doesn’t undo all my leveling when we swap beams.

Beam Project: Temporary Wall

Temporary wall

There are three segments to the wood beam in the basement, so for our purposes we’ll say front, middle, and back. I started work on the middle section because it was the lowest and I wanted to bring it to the same level as the other two. As of last weekend, the beam was as close to level as was feasible, given that the joists themselves aren’t exactly level in the outside walls, nor of the same thickness from one end to the other. I also discovered the importance of measuring level from the top of the floor joist rather than the bottom.

Once the beam was where it needed to be, we started building temporary wall sections. These are standard 2x4s with bottom and top plates. The studs are aligned with the floor joists so that there is even support and as little movement as possible once the existing beam is removed. I started out using the scrap lumber we had saved from the basement demo. Unfortunately nearly all of these studs were too short due to rot and rats chewing a raceway through the wall. I cut them down to 5′ lengths and built a second tier with short cripple studs, then put a cross brace across it. After it was all assembled and in place, I decided it wasn’t going to work.

The problem was partly that the salvaged studs were a bit wonky and uneven and partly that even with the cross bracing I was concerned it was going to buckle if the weight of the house was put on it. Given the importance of the wall in supporting the house while the beam is replaced, we decided to play it safe and get new studs. We can always reuse these down the road, so it shouldn’t add any additional waste to the project and it only cost about $100. That seemed like a small price to pay to keep the house from collapsing.

Temporary Wall Under Joists

We rebuilt the temporary wall along the length of the middle beam. I also built a segment on the opposite side where the joists were cut to provide support for that section. I still need to add cross bracing to ensure it’s stable. I’ll wind up using the salvaged lengths I cut down for the top and bottom plates as well as the cross bracing.

Beam Project: Leveling with a Hydraulic Jack

Hydraulic Jack

Hydraulic Jack

Heh, heh, heh. This is more what I had in mind. Wednesday evening my new 50 ton hydraulic bottle jacks were waiting on the porch from UPS when we got back from Home Depot. The boxes were small but said “team lift” on the side. I picked them both up and discovered why: they’re freaking heavy! I bought two of them with the thinking that I may need to use a temporary beam and jack both sides. For the moment I’m only using one. They were $130 each on Amazon, which isn’t cheap considering I’m not likely to need them in the future, but I’m operating under the assumption that anything I need to buy will still be far cheaper than paying fifteen grand to have someone else do it. I can always turn around and sell them on Craigslist when we’re done.

Steel plates

Steel plates

I cut off the rotted portion of the column I removed previously. I wound up having to cut it down a second time so that it would fit between the jack and the beam. It was so big I actually had to make a cut from either side with my miter saw and then use a bow saw to finish it off. Then I put a stack of four 16 gauge steel plates between the jack and the wood to spread the load across the entire base of the column. I wanted quarter-inch steel, but I couldn’t find it and these were only $1.41 each. Four of them adds up to a quarter inch, so I’m calling it good enough.

After following the priming instructions for the jack I carefully leveled the column over it and lined it up underneath the beam, in line with one of the lowest joists. With some re-checking of the level after each pump on the jack I got it snug and right where I wanted it. Then I set up the laser level and marked a starting line on the column to keep track of how much it moved. This means the height of the level can’t change, and because my tripod is rather flimsy I put it on top of one of the 4x4s that I had taken out of the wall. I’m tempted to write “do not move” on the 4×4, just in case.

Laser line

Laser line

I’m taking it slow, but it moved pretty easily at first as the column got a bit tighter up to the beam. Then the noises started. Nothing loud, no groans or anything so far, but little pops and snaps that were extremely unnerving. The beam has a split in it –which is normal– but it appears to be getting wider as we push on it. I made some marks at the ends of the crack to keep an eye on it. After about a dozen pumps on the jack it started getting resistance and I started getting freaked out that bits of wood were going to splinter and fly as a precursor to some catastrophic failure of the beam… but that didn’t happen, at least not yet. Sarah came down and gave the jack a couple of pumps. For me it was as much a symbolic “we’re in this together” as anything, but it made me feel a little better.

We left it overnight, but this weekend I’ll be back at it. The beam needs to lift over an inch in this section, which is pretty dramatic as these things go. Once this section is level (assuming the beam doesn’t fail) I’ll build the temporary support walls, move the jack, and then do it again.

Beam Project: Leveling with Jack Posts

Jack post

Jack post

I bought a jack post. Then I bought two more. Then I bought a big adjustable wrench to have more leverage to crank them. The end result, after several attempts (other than a straining workout) is that in the single section I was trying to lift the beam, it has moved up approximately an eighth of an inch. Since I’m trying to raise it by over an inch, I decided to rethink my tactic.

Cut floor joists

Cut floor joists

Part of the problem is that several of the floor joists, which are 2x10s spanning the whole width of the house, were cut at some point to allow access to the basement from the front bedroom on the first floor. This was then closed up at a later date. When they cut the joists they were no longer supported by the outside wall on one side, resting entirely on the beam. Generally you would add a cross member (or a few) to tie the cut joists to the joists that were not cut. Instead, someone probably much later put in some 2x4s so they’d have something to hang drywall from. Not surprisingly this is now the lowest part of the beam, since it’s bearing considerably more weight than it was designed to. We’ll replace the cut joists when we rip up the first floor subfloor, but for now we need to work with what we’ve got.

Another problem is that the jack posts I bought ($45 a piece from Menards) are rated for between 9,100 and 18,000 lbs. That sounded like a lot, but recalling that we removed 9 tons during first floor demo alone, it’s very likely that the weight the beam is carrying is higher than that. The dome in the steel plate at the top of each jack post has buckled, which is probably a good sign they’re not up to the task.

Jack posts and rotted column (base)

Jack posts and rotted column (top) Jack posts and rotted column

After some discussion and research, I arrived at plan B. The first step was to move the jack posts to either side of the rotted column a bit further down the beam and take any remaining load off of that section. Then I took out the column, which by this point was basically hanging from the beam.

Rotted column removed

Rotted column removed Rotted column removed

The damp dirt beneath the column explains the rot, but it’s concerning since I don’t yet know where the moisture is coming from. That mystery will need to wait until we dig up the floor. With the column removed I can now cut off the rotted section and use it in conjunction with the 50 ton hydraulic bottle jacks I ordered, which will arrive in a few days. I’m pretty sure they’ll have the necessary strength to lift the other section of the beam up. I’ll cover that in more detail when they show up.