[RE-wrenches] PV On Corrugated Metal Roof on Steel Building
Nick Soleil
nicksoleilsolar at yahoo.com
Wed Dec 22 13:18:26 PST 2010
I like to bolt through the structural member, but have used toggles in some
applications. Of course, you need to download the structural specifications and
confirm that the toggles are robust enough for the application.
Nick Soleil
Project Manager
Advanced Alternative Energy Solutions, LLC
PO Box 657
Petaluma, CA 94953
Cell: 707-321-2937
Office: 707-789-9537
Fax: 707-769-9037
________________________________
From: Jason Szumlanski <Jason at fafcosolar.com>
To: RE-wrenches <re-wrenches at lists.re-wrenches.org>
Sent: Wed, December 22, 2010 11:25:08 AM
Subject: Re: [RE-wrenches] PV On Corrugated Metal Roof on Steel Building
That’s a good point about the scaffolding. I was thinking about a SnapNRack
corrugated bracket bolted through the purlins. 5/16 Tek screws to fit the
bracket may be the way to go – I’ll get the engineer to look at it.
I’m hoping to minimize penetrations, yet meet the 130 mph wind speed. Based on
the pictures I was provided, it looks like the roof will handle the load… we’ll
see.
Thanks for the tip.
Jason Szumlanski
Fafco Solar
From:re-wrenches-bounces at lists.re-wrenches.org
[mailto:re-wrenches-bounces at lists.re-wrenches.org] On Behalf Of Allan Sindelar
Sent: Wednesday, December 22, 2010 12:47 PM
To: RE-wrenches
Subject: Re: [RE-wrenches] PV On Corrugated Metal Roof on Steel Building
Jason,
We have installed to similar buildings using #14 tek screws. If you look into
their rated pullout strength, you'll find that the large gauges have surprising
pullout resistance in purlins. And no interior scaffolding is required.
Allan
AllanSindelar
Allan at positiveenergysolar.com
NABCEP Certified Photovoltaic Installer
EE98J Journeyman Electrician
Positive Energy, Inc.
3201 Calle Marie
Santa Fe, New Mexico 87507
505 424-1112
www.positiveenergysolar.com
On 12/22/2010 10:01 AM, Jason Szumlanski wrote:
We are working on a contract to put PV on a steel building with a corrugated
metal roof. The corrugated metal is not a problem – we have solutions for that.
I am wondering about how to best attach to the structural members.
For an idea of what we are up against, see:
http://www.fafcosolar.com/download/349/IMG_0828.JPG
Any suggestions for attachment methods?
Jason Szumlanski
Fafco Solar
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