For your delight and amusement over the coming months I will chronicle my new shed build here. Also by doing so I hope that anyone who actually builds things for a living, and there are plenty of you on here, will chip in with constructive (

see what I did there) suggestions as to how to build it. It will save me having to pay for any professional advice. In return you get to laugh as I fuck it up for measuring and cutting wood is, I know from experience, the one thing I just can’t seem to get right.
The shed in question is ‘The Shed’, the one with the famous roof. The roof is fine, a bit of tree detritus on it but otherwise it’s in fine shape, hasn’t let a drop of water in. The problem is the sides of the shed are rotting away.
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You may be asking yourself ‘ why not just buy a kit shed?’. Well, I want to fill the space available now the bushes have all been cut back and it’s not square, it’s trapezoid. Plus I want to mate it up to the workshop next to it so I’m maximising the floor space available to me. Also, it’s going to become an office and store room so I can move all the paperwork that running a business generates out of the workshop and somewhere else, plus I can store all the multiple volumetric metres cubed of service consumables which occupy at least 1/4 of my workshop space. Plus I’m going to insulate it and then I’ll have somewhere warm to hide in the winter.
The first thing, once the current shed is removed, is to frame the floor. I don’t really want to pour a concrete slab as I’ve got enough issues with water run off that area since the slab for the workshop shed was laid. Thus, I’m thinking of using screw piles. I’m going into rock once I get a couple of inches down so recognise I’ll have to drill a hole for each pile. I just think it will be easier and cheaper than laying a slab apart from the water diversion issues.
Measurements are approximate at this stage on this sketch but I think this is what I need to do.
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I’ve checked span tables but am a little confused by them as they may seem to go up to 125kg/sq.mtr (1.25kN/M2). The confusion lies in whether that’s the dead load on the floor placed on the joists, which seems ridiculously low, or the dead load on the top surface area of the joist itself. I’m guessing the latter but would rather not guess.
Once the floor frame is down how do I insulate between the joists and what thickness insulation? Would 75mm suffice in the floor? What do I use to suspend and hold the insulation ?
Ok, laugh away