I'm in the process of designing a new storage shed for myself, but I've hit a snag on two points.

Firstly, I had thought of creating a small loft for timber and such, but I can't come up with an intelligent method to attach the joists to the rear wall.

At the front, it's the solution above the doors that I'm unsure about. I was thinking of using double 2X9" there to handle the pressure from the roof. I'm not sure if this is sufficient or if there's a smarter solution.

I'm also open to any tips that make the building process faster/easier.
 
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If you attach your file in a universally readable format like pdf or jpg, it will also be possible for me to see what you mean.
 
anaitis said:
If you attach your file in some universally readable format like pdf or jpg, it will also be possible for me to see what you mean.
Google should still be considered pretty universal today....

You can download the program from:
http://sketchup.google.com/
 
Some type of post shoe like the one in the post above is probably a good idea. Otherwise, it might be enough to extend the "ridges" past the wall studs and attach them from the side since there probably won't be any significant loads on the loft?
 
njurundait said:
Google can be considered quite universal today....

You can download the program from:
[link]
I knew that!
But I'm at a locked computer, can't install prg.
 
A jpeg variant was ordered ;)
 
  • 3D model of a building framework with exposed beams and columns, viewed from an angle.
The problem with the post bases is that there's very little to attach them to, so it doesn't feel very secure. The alternative of overlapping them and screwing through feels better.

A third option is to inset a 45X145 lengthwise so that you have something sturdy to attach the post bases to.
 
As a support for the loft beams at the back, I would attach a 45 x 95 to the inside of the standing studs. Simple and cheap. It will admittedly be visible at the top inside of the wall - but in my opinion, that matters less in a shed.

The beams over your doors have not been able to provide any reasonable estimate without measurements and snow load.
 
Thanks for the tip

I was thinking of making regular hinged doors by taking a plywood sheet, a frame of 45X45 or 45X70, and then another plywood sheet. Since the sheets are 1200X2400, it became practical with a 2.41-2.42 somewhere on the holes.

Let's say it's snow zone 3, varying between 2.5 and 3.5 in the municipality. Metal roof plus insulation is the determining weight.
 
I did a quick estimate on the back of an envelope from the bank. With a 45x220, the stress is about 10 MPa, with two halves, 5 MPa. This without considering that you probably choose to have a long beam running along the entire facade, over both door openings. I haven't calculated the deflection, but it shouldn't be an issue unless you overdo the fit between doors and frames.

The conclusion is that a 45x220 is sufficient.
 
B
I think you will not have much snow on the sheet metal roof.
It is a very steep angle. Otherwise, your construction looks good.
 
The slope is roughly 14 degrees if I calculated the trigonometry correctly ;)

I was just thinking of bonding together that beam to get a beam across the entire length. But it definitely sounds like it should hold anyway :)
 
Now I've been pondering and redrawn some parts. What do you think about this version then?
Reworked the front side and attached the loft side by side at the back.
 
B
Initially didn't see the difference. But I didn't notice that you had drawn a thin rule up there. This one looks better than the last one. (sorry).
What kind of covering on the walls?
 
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