mounting systems for welsh slate roof | Page 8 | on ElectriciansForums

Discuss mounting systems for welsh slate roof in the Solar PV Forum | Solar Panels Forum area at ElectriciansForums.net

Thanks for providing the link to the azur roof hooks. I think this is an excellent anchor for slated roofs - the best Ive seen with respect to strength and durability with regard to the detailing. I believe the Schucco slate anchors have a neoprene gasket and use the under slate virtually as packing? If this is correct, and please forgive my ignorance, but will the azur hook accept the other components of the schucco mounting system?
Thanks for your advice.
 
@rt1200 Should do no problem it just has a slotted hole for an 8mmm S/S Nut/bolt (We use A2 grade S/S with penny washer and shakeproof washer, 8mm set screw and plain nut or alternatively a nylock nut.) We've used it with various rail systems mounted on it.
 
@alexpau,

As most people here know hanger bolts etc are my 'bete noir', Could you please forward the approvals to me, I actually have one of the hooks that you talk about, even posted a pic of it on here not long ago:
[ElectriciansForums.net] mounting systems for welsh slate roof and here's the azur one : [ElectriciansForums.net] mounting systems for welsh slate roof both on a 35mm piece of tanalized timber.

Base on the Eurocode rule of 4 x diameter from edge, how does the 6mm x (4+1+4) = 54mm still work on the 38mm rafter?

Also as it is staggered, it won't be even 4 x . Eurocode 5 table 8.6 attached:

[ElectriciansForums.net] mounting systems for welsh slate roof
Or Am I missing somethong here?

I'd really like to see a copy of those approvals, then you'll get my full endorsement. You have my email address.
 
Hi I will send you the information you need just a quick note with regards to using a companies roof hook with someones elses rail etc how will you cover this under warranty as most manufacturers offer around a 10 yr warranty on there mounting systems this would not apply if you mix manufacturers systems as its only complete systems which carry the warrant. i.e. Azur roofs hooks with Schuco rail!
 
@alexpau,

Please could you send the info on to me too? I have been following this on other threads and getting equally concerned and frustrated over the use/mis-use of roof brackets and hanger bolts. A PM should do it.

Thanks

Mike
 
Hi I will send you the information you need just a quick note with regards to using a companies roof hook with someones elses rail etc how will you cover this under warranty as most manufacturers offer around a 10 yr warranty on there mounting systems this would not apply if you mix manufacturers systems as its only complete systems which carry the warrant. i.e. Azur roofs hooks with Schuco rail!


The point you raise is a valid one So I checked, through a contact, with Schucco. I included a photo of the Azur anchor that Worcester posted and here is their reply.....[FONT=&quot]
"The older type slate anchor Schűco manufactured in the PV Light 1 range had a neoprene backing to it and fitted on top of an under slate, but now we are onto MSE 210 the basic principles of fitting our slate anchors are the same as this installation you have attached.[/FONT]


This is reassuring, negates the requirement to mix and match and hopefully, most manufacturers have, or will go down this route.
another thing i thought about is that when you fix the anchor to a rafter, you must either:
1. notch the rafter or slate batten.
2. fix timber either side of the rafter to support the battens and cut the battens above the rafter, if that makes sense
3. Pack between the battens with something suitable and and fix the anchor or hook on top of the battens.

If you simply lift the battens and insert the anchors under, the batten fixings/nails will be less effective and the slates in this area will be pushed up.
I hope this makes sense.
 
All this makes sense and and fixing to an under slate would be the correct thing to do, when fixing to a rafter or batten you may or may not need extra timber it really depends on the width of the timber to comply with Eurocode and Buiding regs. On 35mm - 38mm timber battens you should only be using stainless steel 6mm screws which have been approved for use with Solar PV systems.
 
All this makes sense and and fixing to an under slate would be the correct thing to do, when fixing to a rafter or batten you may or may not need extra timber it really depends on the width of the timber to comply with Eurocode and Buiding regs. On 35mm - 38mm timber battens you should only be using stainless steel 6mm screws which have been approved for use with Solar PV systems.

I apologise alexpau as I have not made my self clear. For me having a slate between an anchor and a rafter is not acceptable as in this instance slate would not be a good packing material. All the slates have to come off, the anchor securley fixed to the rafter and then the slates replaced, cut around the anchor as necessary and a lead flashing fitted. The point I was making was the best place for the anchor is face to face with the rafter but this requires an alteration to either the battens or the rafter if everything is to sit flat again afterwards. If you ease up the batten and insert the anchor under, it will force the batten upwards thus arching the local slates upon completion. Sorry - I hope this is clearer.
Regards
 
rt1200

I agree to the point that current slate hooks should be fixed to the batten/rafter as drilling through the tile is not ideal for various reasons and some installers do as you mention using a combination of flashing and cutting around the tiles to make a tight fit thus not causing issues such as water ingress or potentially breaking the tile when tightenign the hook down but you would be amazed how many roof installers are using slate hooks fixed ontop of the tile or even worse a hanger bolt which would cause potential long term warranty issues as a down force load would potentially break the tiles, our stance is clear we would not warrant hanger bolts for slate.
 
Absolutlely. I have also posted with regard to structural assessment of the existing roof members and the potetial need for building regulations approval under Part A but I think this is still awaiting the ok from the moderator. It would be worthwhile having a look at that post and the links it contains, assuming it is accepted!!
 

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