Green Building Bible, Fourth Edition |
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These two books are the perfect starting place to help you get to grips with one of the most vitally important aspects of our society - our homes and living environment. PLEASE NOTE: A download link for Volume 1 will be sent to you by email and Volume 2 will be sent to you by post as a book. |
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Posted By: Ed DaviesThanks Ed,
Yes, I had looked at Tata quite a while ago, now you mention it. Similar sort of price to Decra, mid £20s /m². Profile steel seems to be under £10/m² (or maybe a bit over with VAT). With some 288 m² (plus a bit on the north side of the greenhouse) and a tight budget it's not the sort of difference I'd take lightly.
Agree on the looks; I don't like materials pretending to be something else.
Ed.
Posted By: Ed DaviesJust having a last-minute rethink considering the problems of largish steel sheets and also issues of flashing above Velux windows and stuff.
Posted By: skyewrightI can ask about brand of sheeting & "user feedback" if you'd like?Yes please, David. Would be interested in the flashing details round the windows particularly.
Posted By: Ed DaviesPosted By: atomicbisf: “Ouch, I didn't notice the area involved!â€:
Yep, the downside to designing a building with lots of roof for solar collectors is that you finish up with lots of roof.
“Out of interest, was that price just for the steel itself?â€
Yes. Looked at these sites:
http://www.cladco.co.uk/" rel="nofollow" >http://www.cladco.co.uk/
http://www.planwell.co.uk/" rel="nofollow" >http://www.planwell.co.uk/
At least they're straightforward about pricing which is a bit of a bonus with the building industry.
Posted By: Ed DaviesRoof is quite steeply sloped: 60°. Underneath is timber I-beams with a, presumably, OSB sarking layer on top.Have you checked that the I beams are OK for use at 60°pitch? Standard details often quote 45°maximum pitch. I assume this is because of the limitations of the adhesive join between web and flange. If so, you can probably go beyond 45°with appropriate reinforcement defined by a structural engineer.
Posted By: Ed DaviesYes please, David. Would be interested in the flashing details round the windows particularly.
Posted By: ferdinand2000Soft foam kneepads - I used decorators' pads - not "external" ones so that you get a larger contact area.
A rubber mallet is very useful for checking that screws haven't missed the batten - distinct difference in echo, as is a powerful torch shone into the side gap.
What we did was to take a short off cut of the full width of roofing material and after putting some tape along the edges to protect from scratching, used it as a straight edge to mark out every screw hole with pencil.
Might have been time consuming but well worth it IMO as we never missed a batten.
Particularly with the tall pitch of your roof Ed you will want to have all your screws in perfectly straight lines.
Posted By: ferdinand2000Personally, I wouldn't be confident detecting 100% of any potential misses from above.
Posted By: Ed DaviesBattens/counter-battens: aren't the battens are the horizontal pieces that the roof surface attaches to and the counter-battens the vertical pieces under the battens to allow vertical ventilation?
Posted By: Ed DaviesAlso, now I'm back I see Skyewright has sent me some piccies of his neighbour's roof like this. Thanks - very handy. I'm not convinced I understand either the Findhorn or Skye versions - not sure how water doesn't flow sideways from the top of the window under the steel.
Posted By: Ed DaviesGood point on the window widths. It's not that critical, I would have thought, as you can always go another hill over (75 mm or a bit more) adding some flat steel as extra flashing if need be. Still worth thinking about:
This, of course, requires that you can tweak the window positions a bit to fit in with the profile.Yes, I think it was the point of trying to have rafter spacing, profile valleys & window positions & widths in tune that that wanted to emphasise, but where there's a will there's a way, as they say...