If he is used to that level of car,and now facing potholes in his future, then the last of theL322 is what he needs
J
I hope that @Mackers does return soon. He's not a bad bloke at all. A bit of a character really.
And there was I thinking that a 60 mile round trip to work was a long way.I drove to work and back yesterday circa 500 mile round trip.
Wifey don't drink beer neither, but she loves dry cider!Not an Ale nor lager drinker my mate is a butcher BBQ sounds good, in fact one of my other mates
does an amazing hog roast
Barrel on order Feck you wont want to go home lol
...as were sh!tloads of kits back in the day. i have one, nothing wrong with it if you sort out the rear suspension.It's based on a cortina
There were several J**P copies, the Jago was based on an old Mk1/11 Escort. And some were based on common 4x4s.Must be the same for all j**ps.
As you say, triangulation is the only sure way of ensuring stuff stays stable....... I am checking and re-checking all my measurements for the conservatory re-roof.
I have never built anything that has "failed", if anything I go OTT on materials and strength of things.
But, the cheeky roof pitch (to maximise internal volume and the feeling of "space") does lend itself to spreading out if the roof load is too great.
To prevent this I have made the "ring-beam" on top of the stud walls a "double-layer" of 2 x 4 timber laid on its side and screwed together.
I can (of course) put a tie-bar across the two flanks (as exists on the glass roof today, but that would look as ugly as sin.
I am creating 2 trussed gables at either end to ensure rigidity anyway. I am 99% sure it will all be absolutely fine....but....
The roof (viewed end-on is a trapezium) where the upper "deck" is 8 feet wide, and it is 10' 6" wide at the base. The height is only 2'.As you say, triangulation is the only sure way of ensuring stuff stays stable.
Is there no way you could put a couple or more wooden beams across to tie it in and make a feature of them?
What will you be covering the roof with?
Right, so you won't be covering it with slates, or, what is heavier, tiles like these,The roof (viewed end-on is a trapezium) where the upper "deck" is 8 feet wide, and it is 10' 6" wide at the base. The height is only 2'.
The top corners of the trapezium are 2 x 4 timbers running along the entire length of the conservatory.
All roof frames and stud work below will be C24 timber @ 16" (40cm) centres.
The top of the roof and the two sloping sides will be 18mm sheets of OSB3 board (adding to the rigidity of the structure).
The whole thing is to be covered in an EPDM membrane. Oh, and I am slipping a 2' x 4' skylight in the top too.
I do understand the strength afforded by fully formed triangles. I am pretty sure the fully "W" trussed gable-ends will provide enough strength and support for it.
At the end of the day it is not a habitable building, its just a fancy shed on the back of the house that keeps within the planning I received for the original conservatory (8' at the eaves and no higher than 3M).
All I am doing is changing the supporting walls from UPVC window-frames to stud-walls with some windows within. I think the whole thing will be far stronger than what is there today.