How is this roof type for flashing? Do you just cut it with a tin
snips? My project only entails replacing an unflashed conduit
penetration with a Soladeck, so I'm hoping it won't be too bad.
R.Ray Walters
CTO, Solarray, Inc
Nabcep Certified PV Installer,
Licensed Master Electrician
Solar Design Engineer
303 505-8760
On 3/21/2013 8:58 AM, Jason Szumlanski wrote:
We've used the standoff and boot method successfully. It dictates
where you put your rows to some extent, but it's not too bad. There is
definitely a hefty up-charge on this roof type. It adds quite a bit of
labor and material.
*Jason Szumlanski*//
/Fafco Solar
/
On Thu, Mar 21, 2013 at 7:52 AM, Will White
<william.wh...@realgoods.com <mailto:william.wh...@realgoods.com>> wrote:
We've done a couple of installs on metal shingle roofs and we used
the Unirac stand offs with the Oatey boots. We had the standoffs
and flashing installed by the roofer so it wouldn't void the roof
warranty. It cost about $1500 extra but we thought it was worth
if in case of a leak.
Thanks,
Will
__________________________________________________________________________________________
Will White
Regional Field Operations Manager - New England
Real Goods Solar
64 Main St.
Montpelier, VT 05602
Tel: (802) 223-7804 <tel:%28802%29%20223-7804>
Cell: (802) 234-3167 <tel:%28802%29%20234-3167>
www.realgoodssolar.com <http://www.realgoodssolar.com>
-----Original Message-----
From: re-wrenches-boun...@lists.re-wrenches.org
<mailto:re-wrenches-boun...@lists.re-wrenches.org>
[mailto:re-wrenches-boun...@lists.re-wrenches.org
<mailto:re-wrenches-boun...@lists.re-wrenches.org>] On Behalf Of
Jesse Dahl
Sent: Wednesday, March 20, 2013 11:33 PM
To: Wrenches
Subject: [RE-wrenches] Metal shingles
Hello,
I looked at a site today and the roofing was a brand of metal
shingle. This was just a quick drive by and check out the site so
I don't have access to the brand or method of attachment.
It still got me thinking, what are people doing for attachments to
roofing like this? 6/12 pitch, and from the photos the client
sent me, the structure is 2"X6" truss running N-S, with 1"x4"
strapping every 4' running E-W along with 5/8" OSB on top of the
strapping. The trusses look to be on 4' centers (just judging by
the photo).
The only thing I can think of is EJOT type fasteners through the
shingle into the truss. The shingles would crush a little bit, but
the OSB would support it pretty well. Otherwise removing the
shingles where the feet would go and then.....
As always thanks for all the help.
Jesse
Sent from my iPhone
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