Jenny
enny
Judging from the purlins in my loft, one of my purlins had a
rotted end some time in the past. Only the rotted end has been replaced,
essentially by cutting out the affected timber and inserting a new timber with
a scarf (diagonal), unglued joint. To do this it would have been necessary
to support the purlin close to the cut and support the roof timbers
immediately above
and below the part that was being cut out.
All the force on a purlin is perpendicular to the angle of the roof:
Just make sure that your supports are also perpendicular to the angle of
the roof - this means that they point in the same direction as the inner
face of the purlin.
--
Jan
with an ongoing loft project.
--
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If you dont want to remove the tiles I would use a (or several)
structural support post to take the load and jack up the roof, but only
to take the load. The purlin can be removed through a exterior gable end
(if there is one) by removing the outer skin of bricks. the new perlin
can be slid into place in the same way.
Personally I would only replace as much as required and save a load of
agro...
Gerald Foster
Gerald Foster wrote:
[Snip lots of good stuff]
> Personally I would only replace as much as required and save a load of
> agro...
>
I suggested supporting the roof, cutting off the rotten end and
replacing it with a new bit of wood diagonally cut and got such a
sucking of teeth from my other half I wondered if he'd been a builder in
a previous life!
If we were to do that, which way should the diagonal slant? How do we
fix the old wood to the new wood? What assurances can I give my other
half that this is a structurally sound way of doing this repair?!
Jenny
Gerald Foster
Stuart Grant
Older roofs with no ties (doubling as ceiling joists in newer houses)
running between wall plates depend on the purlins to prevent the rafters
pushing the top of the walls out (amongst other things) . You can see a
curve in most old purlins to this effect. Where the purlins are
supported at the gable walls the force is transmitted to the masonry at
an angle somewhere between vertical and inline with the rafters. You'd
have to find the weight of the roof structure to calculate this.
The upshot of all the above moiddering is that the repair has to be
strong. We have used halved joints in the past with large bolts and
spiked connectors. This depends on the existing purlin being sound.
A better more secure repair are 'fitch' plates; 2 6mm steel plates 2/3
the depth of the purlin fitted to each side and bolted together through
the wood with 2 runs of bolts. The plates should overlap the existing
and new wood by approximately 0.5 meters. Its ugly but it does work, it
can be proved with calculations from a structural engineer; whose advice
is essential before you follow the above advice as roof load, existing
purlin condition, purlin material and type of masonry all play a role.
To actually fit the new section; jack up the purlin with an acrow prop
on a large plank. If the house is 2 storey then support the floor the
prop is on from below with another prop. Tie the 2 purlins together with
a wire rope and a turn buckle to prevent the roof going anywhere
sideways (seen that). Remove enough masonry from the wall to facilitate
removing the sawn off purlin section from the wall. Saw the rotten
section off. Use a pad saw to saw through any nails holding the rafters
onto the purlin. Be surprised how heavy a wet rotten purlin end is.
Insert new purlin end and apply fitch plates firmly. Re build masonry
and leave props in place for a few days.
Remove props and wish you'd got a good builder to do it.
:)
--
Mark
Many thanks for that.
Jenny
Gerald