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Colin

posted on 14th Apr 14 at 10:28

Received cheers, gave me a headache I'll be passing this onto someone else to sort out :lol:


RichR

posted on 13th Apr 14 at 07:47

Sent it


RichR

posted on 11th Apr 14 at 10:05

I've had it back now Colin, hit me up your email address and I'll send it over. Its comprehensive as it also includes the beams required over the bi-fold end doors; roof truss and joists; window and side door. Beam 02, exg wall is the one which relates to your question here.


Colin

posted on 9th Apr 14 at 11:29

Cool well I'd be interested to take a look.


RichR

posted on 9th Apr 14 at 10:40

Not yet, I'm chasing it today-guessing they're sending it to the architect first who'll then send it to me.


Colin

posted on 9th Apr 14 at 09:56

quote:
Originally posted by RichR If you can wait until Monday, I'll give you the exact dims of our recommended steels and the spans involved.




Did you get yours back rich?


Jules S

posted on 3rd Apr 14 at 22:39

quote:
Originally posted by RichR
I did my own but for security/insurance, and the £150 he's charged, I'd rather pass the liability on to the structural surveyor and if anything goes wrong its on him. I've also got him to write the method statement and temporary support arrangement within that price so it really does fall on him if anything at all goes wrong!!


Agreed all day long


RichR

posted on 3rd Apr 14 at 19:51

:lol:


Rob_Quads

posted on 3rd Apr 14 at 18:31

quote:
Originally posted by _Allan_
It will fall on you if it goes wrong :o


:lol:


_Allan_

posted on 3rd Apr 14 at 18:04

It will fall on you if it goes wrong :o


RichR

posted on 3rd Apr 14 at 15:29

I did my own but for security/insurance, and the £150 he's charged, I'd rather pass the liability on to the structural surveyor and if anything goes wrong its on him. I've also got him to write the method statement and temporary support arrangement within that price so it really does fall on him if anything at all goes wrong!!


Rob_Quads

posted on 3rd Apr 14 at 15:27

As long as you do your maths and show your workings Building Control may well accept it.

I provided all the calculations for mine when I went for a wooden beam and they were happy enough. (it was a good half page of numbers including all the factors like snow weight etc)


Colin

posted on 3rd Apr 14 at 10:24

As RichR says, separate lintel above each window & patio door with supporting wall in between.

I will need to consult a structural engineer to satisfy building control, however knowing it will be a fairly procedural calculation I just fancied looking into things myself.


RichR

posted on 3rd Apr 14 at 10:17

My structural surveyor was in yesterday and should have our report out on Monday. I'm assuming that you have a supporting wall between the window and patio doors and individual lintels above each rather than one single unit which is exactly the same as mine. If you can wait until Monday, I'll give you the exact dims of our recommended steels and the spans involved.

[Edited on 03-04-2014 by RichR]


Rob_Quads

posted on 3rd Apr 14 at 10:16

Is this a patio door with doors to the side of it? Is there not already a lintel above it providing support?


Colin

posted on 3rd Apr 14 at 10:01

Might sound simple (if you know the answer I guess) but if i'm taking out a window & patio doors to open out into an extension, will the rsj just be the accumulative length/width from the lintel schedule plans I have?

I will be consulting a structural engineer at some point, just looking to cost/spec materials just now.