pilgrim Posted Tuesday at 09:09 Posted Tuesday at 09:09 Hello, Im planning a single story extension, with a pitched roof that will be built of a steel portal frame with steel ridge leading back to the existing house. so I can have open vaulted ceilings in the extension. The walls and roof will be timber frame stick built onsite. I would like to have a warm roof if I can as this sounds like the best option but maybe I am making it more complex for my self than it needs to be for the benefits. I will be doing nearly all of the construction myself. I have had the structural engineers drawings done, but I would like some advice on the best construction details to minimise cold bridging and making my extension as warm as I can. I have been reading through various forum posts and watching youtube videos but think I might have confused myself a little bit. I have attached the plans from the engineer and where I have got to so far with my model. At the moment I am not sure the best way to clad the steel pillars and wether the roof details are correct for a warm roof with standing seam roof. Any advice on this would be really appreciated. Thanks
Redbeard Posted Tuesday at 10:27 Posted Tuesday at 10:27 (edited) Off-topic, but out of interest, is the v shallow roof pitch as a result of using PD rules? ... or is there a window in the main elev just above ext'n ridge height? Edited Tuesday at 10:28 by Redbeard re ? window
pilgrim Posted Tuesday at 11:59 Author Posted Tuesday at 11:59 1 hour ago, Redbeard said: Off-topic, but out of interest, is the v shallow roof pitch as a result of using PD rules? ... or is there a window in the main elev just above ext'n ridge height? Yes you are right, there are windows above the ridge height, in reality I can probably safely raise the ridge height up once I have worked out the correct makeup for the roof.
Redbeard Posted Tuesday at 13:32 Posted Tuesday at 13:32 My ext'n was post-and-beam, EWI'd with 160mm rigid wood-fibre, and a further 100 (or maybe 80 - can't remember) between posts. Thus the majority of the insulation outboard of the structure. Could you do that?
pilgrim Posted Tuesday at 16:09 Author Posted Tuesday at 16:09 2 hours ago, Redbeard said: My ext'n was post-and-beam, EWI'd with 160mm rigid wood-fibre, and a further 100 (or maybe 80 - can't remember) between posts. Thus the majority of the insulation outboard of the structure. Could you do that? Yes I could put some insulation on the outside of the structure.
Iceverge Posted Tuesday at 16:40 Posted Tuesday at 16:40 What's the proposed wall cladding going to be? I would encourage ensuring the steels are completely insulated. If they are outside the insulation and get they will be a magnet for condensation and the timber will rot where it was attached.
pilgrim Posted Wednesday at 07:48 Author Posted Wednesday at 07:48 15 hours ago, Iceverge said: What's the proposed wall cladding going to be? I would encourage ensuring the steels are completely insulated. If they are outside the insulation and get they will be a magnet for condensation and the timber will rot where it was attached. Im planning to use vertical larch cladding, but a hardy plank style synthetic cladding for the wall that will run along the boundary so that it shouldnt need maintenance 15 hours ago, Iceverge said: Also why WBP and not OSB? Im not sure that is what the structural engineer specified to use throughout.
WoodpeckerDentMan Posted Thursday at 15:47 Posted Thursday at 15:47 On 09/09/2025 at 17:40, Iceverge said: Also why WBP and not OSB? I'd never heard the term WBP, so had to google it! I don't know much about OSB, but I'd have expected a quality plywood to be more structurally sound than OSB? Is that not the case?
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