Hello folks. New member, hope to be returning for the conversations as I'm building a small workshop shed thing, to do some mid life crisis hobby carpentry in .
Have bought a cheap metal shed. 3000mm x 2500mm. I shall be putting together the metal square that forms the outer floor dimensions of the thing today, so I have something definite to work with for my drawings. But for now let's assume it's 3000mm x 2500mm and will sit nicely on a 2 inch upright board.
I provide drawings below. The floor I'm making is unusual in that the cheap metal shed is basically made for short people who aren't going to be walking around in it much. It's a gable roof, not a pent one. The highest point will be about 10mm above my head. Over by the walls it'll be way lower. I'm 5'8" and hope to use it as a light use workshop.
I'm not experienced. To raise the roof, I am making the outer rim joists from 2x10 C24 boards, and then hanging C16 2x4s at the bottom of the 2x10s. My joist spacing will be 363mm from centre. After adding 18mm OSB for floor boards that will get me a raise of 132mm. I very much wish I could get more, a lot of effort for not too much gain. I do understand that this will make a step when going into the shed and that the door is still the same size . I choose 2x4s rather than 2x6s because I'm trying to get as much height as possible. I will have span support accordingly, see below.
I am renting. I can't make a concrete base, that's not going to happen, I need to be able to deconstruct if neccessary. So it's paving slabs with gravel underneath and concrete blocks on top (see drawing). I shall put 9 of these down. I have five bigger paving slabs at 610mm and the rest are more standard ~410mm. So the bigger ones will go at the four corners and one in the dead centre of the floor, then smaller ones in teh other locations.
These will support three 2x4 C16 span support beams (skids?). Looking at the table linked below, I seem to be within tolerance by using 2x4 C16 for skids and floor joists, unless I'm being ignorant about something. There are no noggins in the drawing I provide (lazy), but I will be using them.
https://www.timberbeamcalculator.co.uk/en-gb/span-table/floor-joists?load=1.5&class=C16
Besides pouring concrete bases and building walls out of concrete blocks, I'd love to think of a way to raise the roof further. 2x10s is all I can get for the money I have, even if I could find anything bigger (not so far). I think simply making a second outer rim joist square to just sit on top of the first isn't going to work? Won't sit flush I expect?
Any thoughts? Replies much appreciated.
Have bought a cheap metal shed. 3000mm x 2500mm. I shall be putting together the metal square that forms the outer floor dimensions of the thing today, so I have something definite to work with for my drawings. But for now let's assume it's 3000mm x 2500mm and will sit nicely on a 2 inch upright board.
I provide drawings below. The floor I'm making is unusual in that the cheap metal shed is basically made for short people who aren't going to be walking around in it much. It's a gable roof, not a pent one. The highest point will be about 10mm above my head. Over by the walls it'll be way lower. I'm 5'8" and hope to use it as a light use workshop.
I'm not experienced. To raise the roof, I am making the outer rim joists from 2x10 C24 boards, and then hanging C16 2x4s at the bottom of the 2x10s. My joist spacing will be 363mm from centre. After adding 18mm OSB for floor boards that will get me a raise of 132mm. I very much wish I could get more, a lot of effort for not too much gain. I do understand that this will make a step when going into the shed and that the door is still the same size . I choose 2x4s rather than 2x6s because I'm trying to get as much height as possible. I will have span support accordingly, see below.
I am renting. I can't make a concrete base, that's not going to happen, I need to be able to deconstruct if neccessary. So it's paving slabs with gravel underneath and concrete blocks on top (see drawing). I shall put 9 of these down. I have five bigger paving slabs at 610mm and the rest are more standard ~410mm. So the bigger ones will go at the four corners and one in the dead centre of the floor, then smaller ones in teh other locations.
These will support three 2x4 C16 span support beams (skids?). Looking at the table linked below, I seem to be within tolerance by using 2x4 C16 for skids and floor joists, unless I'm being ignorant about something. There are no noggins in the drawing I provide (lazy), but I will be using them.
https://www.timberbeamcalculator.co.uk/en-gb/span-table/floor-joists?load=1.5&class=C16
Besides pouring concrete bases and building walls out of concrete blocks, I'd love to think of a way to raise the roof further. 2x10s is all I can get for the money I have, even if I could find anything bigger (not so far). I think simply making a second outer rim joist square to just sit on top of the first isn't going to work? Won't sit flush I expect?
Any thoughts? Replies much appreciated.
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