Are these joists structural?
Are these joists structural?
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Discussion

Timer

Original Poster:

349 posts

178 months

Monday 2nd June 2025
quotequote all
Evening all.

I’m about to start a little garage refresh, potentially with a 4 post parking lift. My garage is breeze block construction with stone outer skin and these are the roof timbers. I have two big purlins running front to back with a single timber in the middle. Then I have these joists on the back half of the garage only which form a storage mezzanine. The question is… can these be removed and if not, how many do I need to keep? Could I have a coupe at each end of the garage leaving a big car length void in the middle?

Thanks!




Mr Squarekins

1,471 posts

84 months

Monday 2nd June 2025
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They are there to stop the roof from 'spreading. So structural, if you like your room's current shape wink.

PhilboSE

5,685 posts

248 months

Monday 2nd June 2025
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Those timbers resist the spreading pressure of the rest of the roof and are completely structural. You would need an engineer to calculate how many you can remove (if any) but I very much doubt you’ll be allowed to remove enough adjacent to each other to accommodate a lift into the resultant void.

Grumbly

326 posts

170 months

Monday 2nd June 2025
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The joists provide triangulation to the roof, restraining the rafters against spread. To remove them you would need to provide suitable support to the ridge.

Strictly speaking this work would be subject to building regulation approval.

Timer

Original Poster:

349 posts

178 months

Monday 2nd June 2025
quotequote all
Great, thanks guys, that’s all I needed. Off to work on plan B smile

Megaflow

10,897 posts

247 months

Monday 2nd June 2025
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Mr Squarekins said:
They are there to stop the roof from 'spreading. So structural, if you like your room's current shape wink.
What he said ^

wolfracesonic

8,762 posts

149 months

Monday 2nd June 2025
quotequote all
Timer said:
Great, thanks guys, that s all I needed. Off to work on plan B smile
Not a total non starter but seek advice from a SE: you could remove the mezzanine and relocate the timbers higher up, no higher than the bottom third of the plate to ridge height, as a general rule. I’m not sure if this would leave you with enough height for what you want, 5 minutes with a tape measure would tell you.

Chumley.mouse

862 posts

59 months

Monday 2nd June 2025
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So those joints are only on the back half of the garage ? Whats on the front half ?

Chumley.mouse

862 posts

59 months

Monday 2nd June 2025
quotequote all
I’ say those joists have been added at the later date to provide extra storage.

Probably built with no ceiling ties and just the purlins taking the weight. If there is none on the front half.

kambites

70,453 posts

243 months

Monday 2nd June 2025
quotequote all
yes Are the purlins supported by the masonry at the gable end?

There's two ways a roof like that can be constructed; you can either sit the whole weight of the roof on the eaves, in which case you need the horizontal joists to stop it "spreading" (although they could be mounted higher up than that), or you can use the gable end to support the purlins and/or ridge board, in which case the joists are structurally unnecessary. The ridge board doesn't look thick enough to be structural but the purlins look quite beefy.

You need to get a structural engineer to look at it. If the joists only extend half the length of the garage, I'd guess they're non-structural or at least that you don't need them all.

Edited by kambites on Monday 2nd June 21:08

OutInTheShed

12,804 posts

48 months

Monday 2nd June 2025
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You could get the triangulation by having ties at or near purlin level as you have in the middle.

There are standard answers for various weights of tiles and spans etc, which may sometimes be found on the interweb.

Or you can work it out the hard way from the timber properties and roof loads per sq metre.

I used to have a book with tables of most of the obvious configurations but I made the mistake of letting someone borrow it.
Probably out of date now anyway.

Chumley.mouse

862 posts

59 months

Monday 2nd June 2025
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Or swap the timber purlins out for a couple of big rsj’

Timer

Original Poster:

349 posts

178 months

Monday 2nd June 2025
quotequote all
kambites said:
yes Are the purlins supported by the masonry at the gable end?

There's two ways a roof like that can be constructed; you can either sit the whole weight of the roof on the eaves, in which case you need the horizontal joists to stop it "spreading" (although they could be mounted higher up than that), or you can use the gable end to support the purlins and/or ridge board, in which case the joists are structurally unnecessary. The ridge board doesn't look thick enough to be structural but the purlins look quite beefy.

You need to get a structural engineer to look at it. If the joists only extend half the length of the garage, I'd guess they're non-structural or at least that you don't need them all.

Edited by kambites on Monday 2nd June 21:08
The plot thickens! Yes, the purlins are supported at both ends by the masonry and are indeed quite beefy. That is what made me think there was a chance of removing the joists. But the joists too are pretty solid and tied into the rafters, as if to prevent spread. Sounds like I better get the SE out to check it over... There may be hope!


Edited by Timer on Monday 2nd June 22:15

JoshSm

3,062 posts

59 months

Monday 2nd June 2025
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The detailing on that suggests to me that it's a later retrofit - the extension piece bolted to the wall plate for the joists to rest on and that the joists are in planed timber while all the rest is in sawn. Plus why wouldn't it have just started with assembled trusses?

But that doesn't mean it isn't structural to sort a cockup in the original design or construction.

Megaflow

10,897 posts

247 months

Tuesday 3rd June 2025
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Chumley.mouse said:
I say those joists have been added at the later date to provide extra storage.

Probably built with no ceiling ties and just the purlins taking the weight. If there is none on the front half.
On second viewing, on a PC rather than a phone, I think you might be right.

I'd get an engineer involved though.

Chumley.mouse

862 posts

59 months

Tuesday 3rd June 2025
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I built my last garage with the same roof as that . Oversized the purlins 12x5 And no ceiling ties.
The ceiling/floor joists were built in the blockwork lower down so i had enough room to stand up in the middle upstairs. I did tie each pair of rafters together at the ridge.


thebraketester

15,394 posts

160 months

Tuesday 3rd June 2025
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Some questions…..

jules_s

4,968 posts

255 months

Tuesday 3rd June 2025
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JoshSm said:
The detailing on that suggests to me that it's a later retrofit - the extension piece bolted to the wall plate for the joists to rest on and that the joists are in planed timber while all the rest is in sawn. Plus why wouldn't it have just started with assembled trusses?

But that doesn't mean it isn't structural to sort a cockup in the original design or construction.
That would be my take on it too...

Ryyy

1,961 posts

57 months

Tuesday 3rd June 2025
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1 thing I will say is, what a lovely surly wink

kambites

70,453 posts

243 months

Tuesday 3rd June 2025
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jules_s said:
JoshSm said:
The detailing on that suggests to me that it's a later retrofit - the extension piece bolted to the wall plate for the joists to rest on and that the joists are in planed timber while all the rest is in sawn. Plus why wouldn't it have just started with assembled trusses?

But that doesn't mean it isn't structural to sort a cockup in the original design or construction.
That would be my take on it too...
I suppose another possibility if it's only at one end of the garage, is that there was originally a single central beam which is required for structure, and someone later filled in between that beam and the back wall for storage?