I'll like a roll up door simply becasue someone will be inside working 24/7 during the harvest and it freezes at night here in November even we get snow sometimes during the day. I think a roll up door is going to be nicer to operate than pushing the heavy doors open and closed. Many times and hour the door is going to be opened as olives are brought in and oil is taken out. Figure a batch takes an hour. Depending on price we might get 2 roll up doors, one for an end and one in the middle.
You have me worried now about the floor. Why is it a big deal? I don't know, what I don't know Dave. I don't think it is practical to do the idea of of dividing the floor into cells and a drain for each. We will be moving around on a hand cart 60 liter tanks of oilive oil that weighs my guess 120lbs. Lots of times at the mills they like to just slide them on the floor, kind of pull them across the floor. And don't forget those 50lb crates of olives we will have to push around to get in position to dump. Typically you bring in the olives into the mill to warm up a bit before pressing so there is going to be a lot of movement of crates of olives on the floor. Floor drains are an impediment to dragging things across so one long channel down the center is what I have seen. What are your thoughts on why this is going to be hard to do/build? I am thinking plain concrete also but maybe someone has a better idea.
Rox:
I don't know the cost of roll-up doors where you are, but in the US, they are $600-1000 per door for 8' wide by 8' tall. Installation is not going to be free. By the time you have finished getting two roll-up doors installed you will be almost doubling the cost of the container. If you want it and can afford it, go for it, but I was getting the impression that cost was a big issue here. It sure would be for me for a building I was only going to use for 3 years.
The reason floors are an issue is that to get the drainage to work properly, you need to have slope. To get rain water to run off a patio, about 1/4" per foot is typical. You want a higher slope to get olive oil, paste, leaves, etc. to run off. I don't think that paste & leaves will run off by themselves, they will have to be hosed out. To get relatively fast drainage you need a greater slope. For instance, I just measured the slope on the centerline of my bathtub and it is ~3 degrees, which works out to 5/8" per foot. My guess would be that you want your floor to slope between 1/2" and 1" per foot.
Side-to-side the container is 8 feet, and if it slopes to the center, you might decide to pour concrete 2" thick in the center and 4" to 6" thick at the sides. Now think about what to do lengthwise.
One possibility is to put one end of the container higher than the other and have the runoff all go to one end. With a 40 foot container, one end would have to be 20" to 40" higher than the other. There are two problems here. One is that 40' is a long ways to push debris with a hose and it will be time-consuming and use a lot of water. The second issue has to do with your doors. If you decide to pay for roll-up doors you have no problems with a 3 degree tilt. If you keep the hinge open doors, they will operate poorly at such a large angle. They are heavy and they will want to swing to the "downhill" side. They might move dangerously fast, and it will always be an effort to operate them.
The other option would be to level the container and have a central drain. This means the floor at the entrance and exits would need to be 10" to 20" higher than the floor at the center, in addition to the side-to-side slope. This is a lot of concrete, and is why I suggested dividing the container into four drainage cells. If you did four cells, and had 2" of concrete at the center, the maximum thickness you would need at the "crosswise peaks" would be 4.5" to 7". This seems a lot more reasonable to me.
The drains themselves would be on the centerline of the container. I expect you would mount the machinery along the centerline, so you wouldn't drag anything across the floor drains. There would be "hills and valleys" in the concrete.
Now, I am making some assumptions about the necessary slope of the floor. You might check to see if there is a regulation on that.