You load 23 tons, what do you get...

Apologies to America's favorite Peapicker, but the last of the 23 tons of crush and run have finally been spread in the garage area of the building. Here's a before shot of the last bit and also a pic of one of my helpers... before all of it got spread. Here's the after view.

That ladder on steroids in the picture is one of three I am building to hold the aluminum scaffolding that a friend loaned us. I got the idea from this book and no, I didn't pay $30 for my copy, I got mine used from Amazon for about 1/3 that price.

Here's a look at the "exercise room". It's about 12' x 18' and the floor will be framed similar to a deck. We plan to cover the ground with 6 mil plastic sheeting to control any moisture, then 1" blueboard styrofoam insulation on top of that. So it should be reasonably comfortable in that area.


All top girts are up

Some busy-doing-other-stuff type things ate into our construction time, but we still managed to get all the top girts installed. Also spread about half of the remaining crush and run, plus I put in some additional blocking here and there that's not obvious in the photo.

The next "biggie" is getting thirty-eight (yes, 38) 2x10x20' floor joists up onto those top girts. Those rascals are not light and even though we consider ourselves in good condition for late fiftyish/early sixtyish type folk, Mrs GunTrash and I are trying to figure out the least strenuous and safest way to get it done. I'm thinking some sort of gantry and pulley affair off of one of the posts.. I think it'll work.. if it does, I'll be sure to take some pics of it.


The first top girt is installed!

As promised, here's a pic of 11.8 tons of crush and run. Plus, you can see at the far end the last two columns are up. The bottom plates were nailed on top of the two bottom girts. What you can't see is 2 x 6 blocking was nailed between the girts on 16" centers. Blocking stiffens both girts which is necessary as the inside bottom girt will serve as the form boards for the concrete pour.

Today I installed 2x4s onto the 4 end columns. These serve to support the 2x10x20'top outside girt and also act as backing for the OSB wall sheathing.

And I got another important little task done today, I planted a couple rows of turnips in the small raised garden area.


More crush and run and all the posts are up!

No pics today as we didn't get everything put away and shut down until almost dark. I don't care for flash pics, so took a pass on taking any. But, it was a good day's work today, for a couple of very late 50s type folk, anyway.

J.D. called at 7:15 a.m. letting me know he was on his way to pick up some more crush and run. He showed up about an hour later with 11.8 tons of it. Pictures tomorrow.

Mrs GunTrash and I then put up the last two end posts and I installed the 2 x 8 plates onto the bottom girts. This, after putting 2 x 6 blocking between the girts at 16" centers.

Pictures of all tomorrow.


Just keep chipping away

For some reason we didn't get going until around noon today. I couldn't tell you where the morning went, but it was over before we realized it. Where does time go?

Anyway, Mrs GunTrash worked on the chainlink fence separating the two kennel areas. She's taking it down so that all 3 mutts can share one big enclosed area instead of two medium sized ones. Here's Lickrish whose nickname is Lick (you can see why), the original GunTrash dog, Raven, and our talking dog, Sasha. And no, we didn't really want or go out looking for any of them, but somehow we ended up with them. What can I say?

[Ah, I'm getting sidetracked... back to the garage.]

Me? No great shakes, but I did manage to get the left and right side bottom outside girts attached. Every little bit helps.

The sun was setting so the digital did the flash thing, but we now have double bottom girts on the left hand side and also now on the right hand side.

Still waiting on J.D. and another 10 tons or so of crush and run. So, we can't put up the end columns and girt them until the gravel is delivered. His truck is down for some unspecified ailment, but he assured us that he should be back on the road NLT then this Thursday. We'll see!


11 tons just doesn't go as far as it used to

The Dodge and utility trailer are sitting on 11.2 tons of crushed limestone with fines. That's what I knew it as when working up in the Dayton, OH area. But, here in northeast Kentucky folks call it "crush and run". I haven't the faintest idea why and neither did J.D. the gravel truck driver. "Well, uh, I don't know. It's just always been called that long as I can remember."

J.D. tried to spread it in two runs for us with his surplus single axle former State of Ohio Dept of Highways yellow Ford dump truck, but the gravel was wet and it just slid out of the bed of the dump in two big clumps. Bummer... so it was rake and shovel 11.2 tons of crush and run over the back 24' of the garage.

I didn't do the front 12' as it will be separated from the garage area by a stud wall and the floor for it will be wood, sorta an almost ground level deck. Hard to explain, but I've got it figured out in my head, so it's doable and will be much warmer and comfortable than a concrete floor.

Anyway, from this angle if you look at that right side bottom girt you can see that there is still almost 9" of 2 x 10 girt exposed and the top of those girts is the top of the concrete pad that's planned for the back 24' of the garage.

So, it's either a 9" inch concrete pour or another load of "crush and run". I think we'll opt for the crush and run, probably cheaper going that route, by a long shot.


Slooooooow, but we're getting there

Well, we managed to get the right hand columns ("poles") put in on Wednesday, then the lower girts Thursday, both left and righthand sides of the building. Then, for some reason, it took all afternoon to get the overhead door end columns in today.

I think part of the slow going is the slothful nature of my helpers. But, also, the lack of an opposing thumb tends to limit their usefulness on this type of work.


Poles done on one side

Finished placing the "poles" on the LH side of the building yesterday. The wife found an old codger, who's 6'2", to stand next to the poles while she took a picture. There's about 9' of pole sticking out of the ground which will provide plenty of height for the framing.

Here's two of our cat helpers taking a break.


Just a slight delay - about 2 months!

Okay, back on track. Did a 16' x 18'deck for the step-son, that took up all of July and 1 week of August. It was hot, hot, hot, AND humid. Some days I would only work about 2 or 3 hours then that was it, it was just too miserable, heat and humidity wise, and I would throw in the towel and head for the house and soak up the air conditioning.

Also, during this period we had our roof replaced. Not just shingles, but 1/3 of the whole roof. A new 22' ridge board and rafters all raised about 2 1/2' higher on the hip. The old one was barely 3:1 pitch and was in bad shape. We had a good roofer and he was also a good carpenter, but slooooooow. Lord, he was slow. He was here 7 weeks... 7 weeks... to do a roof job on a 1350 sq ft cottage style house. Good worker, good price overall, but slow, slow, slow...

Anyway, we finally got him out of here and could get back to building this 20' x 36' garage. First thing was to get the post holes dug. We considered renting an 8" two-man auger, but we had used one twice before on other projects and weren't looking forward to doing eighteen 12" holes with one of those things.

So, I lucked out and found a contractor here locally that would dig eighteen 12" diameter holes 36" deep with a tractor mounted auger. His minimum charge was 4 hours which equaled $160. He was only here about an hour, but the wife & I both considered it money well spent!

Today we set the corner posts. Here's a picture showing the LH "line", perfect, eh? And here's the four posts in the corners.