Time for another update!
We've poured a lot of concrete this past week, and I now have a massive wall that will be between the upper and lower bays, and the lower bay slab.
This is where the wall will sit. They left a bunch of #8 rebar sticking out to tie them together. The thinner rebar around the perimeter gets bent over after the vapor barrier is put down, tied to the bar from the opposite side, and then the steel mat gets laid on top of the rebar grid.
This is where my red storage shed is going to be moved after the garage is built. This was built back in February after the trees were cut.
All this excavation has been churning up tons of rock. I've been picking them up and dumping them on the sides of the raised pad. I'm just letting them lie where they stop, but I'll straighten them up later when I have time.
It's a good thing I've been doing that, too. We had some pretty hard rains this spring, and if the sides hadn't been covered with the rocks, I would have lost a lot of material downhill.
The forms for the wall show up. For some reason, the shortest you can rent these for is a month. I was not pleased.
They get started forming up the wall, and putting the rebar in it.
There's a ton of steel in this wall.
With no garage, I've been doing this a lot more lately. The trees and birds are always dropping something on them.
The wall forms are ready for concrete.
The truck shows up.........
And starts pouring the wall.
The calculated volume of the wall was 9.0 cubic yards. The form is almost full and the truck runs out. It supposedly had 9.5 yards on this 8 yard mixer. I know they can overfill these mixers, but the hills are very steep leading to my house, and I knew they couldn't have made it up them without losing some of the concrete if they had filled them with all they could hold on level ground. I've seen some nasty messes on the steep sections when it's been tried. The plant is less than a mile from my house, so we sent the driver back to get another yard or two. It took a call to the sales rep to get it straightened out, but we got the rest of our concrete without extra charges.
After curing for 24 hours, the forms come off. The outer edge of the upper bay floor slab will sit on the top of this wall.
The backside of the wall is sealed and back-filled with clean ballast with a perforated pipe at the bottom.
Getting ready to pour the lower bay floor slab. The trench is to create a two foot wide thickened section down the middle.
Discussing door placement with the builder.
At this point I had to go to work and missed the opportunity to take pictures of the vapor barrier, rebar, and steel mesh that went in the slab. I saw it though, so I know it's there. The concrete guy is doing a good job making a strong foundation. I'll try to get pictures of all that before the upper bay slab is poured.
The forms are being used here to create the footings for the upper bay slab. They have to tie in with the back-side of the wall, so there's a lot of work to do back here. We've also exposed the footings for the old garage rear wall and they're in good shape, so they are going to be reused. This should help make the transition from upper bay to lower bay stronger.
This is part of the old footings.
The forms around the lower bay slab have been removed.
That's where we stand now. I spent the day working on the asphalt road leading to my house. The concrete trucks are doing a number on it, and it's going to need some patching. I'm going to have the truck that's coming Monday bring an extra yard of concrete to fill some of the potholes. Hopefully that will hold it together until we finish the foundation.
:):)
2001 Lance 1121 on a 2016 F450 โScuse me while I whinge.
And for all you Scooby-Doo and Yosemite Sam typesโฆโฆโฆ..Letโs Go Brandon!!!