Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread Chris Mason
All of this refers to shingle roofs, which we don't see much of. We mostly
deal with concrete and corrugated steel/galvalume, the latter being a
nightmare. Does anyone have good ideas for dealing with corrugated? There's
no way to flash it, the blocks are fine when you hit a beam on the ridge
but half the time your penetration has to be on the trough of the
corrugated steel.
Other than lots of goop, I don't know how else to seal it.
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread David Brearley
 Todd,

The issue isn't whether your approach works, but whether it is defensible in 
the event that something leaks. Most solar contractors receive public funds 
(rebate monies, ARRA program distributions, etc.). Some of those companies are 
installing systems in a manner that is not building code compliant. It just 
takes a high profile leaky roof at a VA hospital or a public housing project 
where a solar system was installed in a manner that does not meet the building 
code to lose years of goodwill and support for the industry. Modules prices 
have fallen quite a bit, but we all loose if State and Federal or public 
(opinion) support for the industry goes away. 

Obviously, that's the worst case scenario: That somehow the industry gets 
painted as being made up of a bunch of irresponsible, fly-by-night, subsidy 
chasers. Probably nothing to worry about, though. I'm pretty sure there's no 
precedence for that sort of thing actually happening. Right?

What's more likely is that AHJs will get hip to the fact that they need to 
inspect the building code compliance of roof attachments. When they do, which 
side of the curve will your company be on? (Since your mind seems to be made 
up, Todd, that question is addressed to List at large.)

Happy Independence Day,

David Brearley, Senior Technical Editor 
SolarPro magazine 
NABCEP Certified PV Installer ™
david.brear...@solarprofessional.com
Direct: 541.261.6545


On Jul 3, 2012, at 10:37 PM, toddc...@finestplanet.com wrote:

 i wasn't going to enter into this discussion, but this posting prompted me. 
 
 my most recent job was done with the assistance of the customer. he and i 
 have a long working history, my being his employee some 25 years ago 
 installing shw systems in the area, and now he hiring me to do his personal 
 home's pv system.
  
 he insisted on straight L foot mounting without flashings... and i have to 
 agree. in the 25 to 30 years since we did those shw systems, not a single one 
 has leaked. plus, the installation was at the roof ridgeline, so pv quick 
 mounts wouldn't have worked anyway. we put 2 X 8 blocking in the attic 
 between the trusses to acomodate the mounting bolts and used a nice fattie 
 gob of black silicone on each foot, which gooshed out when tightened. the 
 mount will easily outlast the roof... leak free.
  
 honestly, i don't care what the ubc/ibs says. if done properly, these kinds 
 of mounts are bombproof. years of experience backs this up. also, i have seen 
 plenty of 'code compliant' oatey no-caulk sewer vent flashings with rotten 
 rubber leaking into homes to know flashed penetrations are no panacea either.
  
 todd
  
  
  
  
  
  
 On Tuesday, July 3, 2012 2:53pm, David Brearley 
 david.brear...@solarprofessional.com said:
 
 +1 on the use of structural screws. We ran an article about lag screws a 
 couple years ago:
 
 http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly
 
 One of the things that surprised me when I read this manuscript is how 
 variable lag screws are in terms of construction and quality. Besides the 
 convenience of being able to drive a structural screw without a pilot hole, 
 the engineering specs are likely better documented and the manufacturing 
 tolerances are probably tighter as well.
 
 FWIW: I think that using unflashed attachments in these litigious times is 
 unwise. It's not consistent with best practices in the construction industry. 
 It does not meet building codes. It violates the roof warranty. It makes your 
 competition look good.
 
 We ran our first article on this topic 4 years ago, in our inaugural issue of 
 SolarPro magazine:
 
 http://solarprofessional.com/article/?file=SP1_1_pg72_Fain
 
 The industry has come a long way since then, both in terms of awareness and 
 in terms of off-the-shelf flashed attachment options. There are so many 
 quality flashed attachment solutions to chose from now that I'm not sure why 
 anyone would knowingly expose themselves to a possible construction 
 negligence claim.
 
 Drive straight,
 
 David Brearley, Senior Technical Editor
 SolarPro magazine 
 NABCEP Certified PV Installer ™
 david.brear...@solarprofessional.com
 Direct: 541.261.6545
 
 On Jul 3, 2012, at 4:11 PM, Garrison Riegel wrote:
 
 The EcoFasten GF1 flashing is easy to install on a retrofit and will not 
 necessarily add any height to the rail.  If you do need to trim the flashings 
 installed around the skylight, then I would recommend adding sealant to these 
 penetrations.  We ditch the included lag and use a 5/16” GRK RSS (self 
 tapping structural screw).  The combination works great and does not require 
 a pilot hole.
  
 RSS:
 http://www.grkfasteners.com/en/RSS_1_2_information.htm
  
 GF1
 http://ecofastensolar.com/pdf/GF1%20Cutsheets.pdf
  
 Best,
  
 Garrison Riegel
 Project Manager
  
 Solar Service Inc
 [p] 847-677-0950
 [f] 847-647-9360
 www.solarserviceinc.com
  
 NABCEP Certified Solar PV and Thermal Installer™
  
  
 “There is no room for 

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread mark
"Most solar contractors receive public funds" I'll have to take issue with that one. I know of no such contractors in my part of the US."The issue isn't whether your approach works, but whether it is defensible in the event that something leaks."Our "redneck" methods may not satisfy the big city folks, but no failures in 20 years means more to our customers than satisfying some bureaucrat's requirements.


 Original Message ----
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
From: David Brearley david.brear...@solarprofessional.com
Date: Wed, July 04, 2012 11:07 am
To: RE-wrenches re-wrenches@lists.re-wrenches.org

Todd,The issue isn't whether your approach works, but whether it is defensible in the event that something leaks. Most solar contractors receive public funds (rebate monies, ARRA program distributions, etc.). Some of those companies are installing systems in a manner that is not building code compliant. It just takes a high profile leaky roof at a VA hospital or a public housing project where a solar system was installed in a manner that does not meet the building code to lose years of goodwill and support for the industry.Modules prices have fallen quite a bit, but we all loose if State and Federal or public (opinion) support for the industry goes away.Obviously, that's the worst case scenario: That somehow the industry gets painted as being made up of a bunch of irresponsible, fly-by-night, subsidy chasers. Probably nothing to worry about, though. I'm pretty sure there's no precedence for that sort of thing actually happening. Right?What's more likely is that AHJs will get hip to the fact that they need to inspect the building code compliance of roof attachments. When they do, which side of the curve will your company be on? (Since your mind seems to be made up, Todd, that question is addressed to List at large.)Happy Independence Day,David Brearley, Senior Technical EditorSolarPro magazineNABCEP Certified PV Installer ™david.brear...@solarprofessional.comDirect: 541.261.6545  On Jul 3, 2012, at 10:37 PM, toddc...@finestplanet.com wrote:i wasn't going to enter into this discussion, but this posting prompted me. my most recent job was done with the assistance of the customer. he and i have a long working history, my being his employee some 25 years ago installing shw systems in the area, and now he hiring me to do his personal home's pv system.he insisted on straight L foot mounting without flashings... and i have to agree. in the 25 to 30 years since we did those shw systems, not a single one has leaked. plus, the installation was at the roof ridgeline, so pv quick mounts wouldn't have worked anyway. we put 2 X 8 blocking in the attic between the trusses to acomodate the mounting bolts and used a nice fattie gob of black silicone on each foot, which gooshed out when tightened. the mount will easily outlast the roof... leak free.honestly, i don't care what the ubc/ibs says.if done properly, these kinds of mounts are bombproof. years of experience backs this up. also, i have seen plenty of 'code compliant' oatey no-caulk sewer vent flashings with rotten rubber leaking into homes to know flashed penetrations are no panacea either.toddOn Tuesday, July 3, 2012 2:53pm, "David Brearley" david.brear...@solarprofessional.com said:  +1 on the use of structural screws. We ran an article about lag screws a couple years ago:  http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly  One of the things that surprised me when I read this manuscript is how variable lag screws are in terms of construction and quality. Besides the convenience of being able to drive a structural screw without a pilot hole, the engineering specs are likely better documented and the manufacturing tolerances are probably tighter as well.   FWIW: I think that using unflashed attachments in these litigious times is unwise. It's not consistent with best practices in the construction industry. It does not meet building codes. It violates the roof warranty.It makes your competition look good.We ran our first article on this topic 4 years ago, in our inaugural issue of SolarPro magazine:   http://solarprofessional.com/article/?file=SP1_1_pg72_Fain   The industry has come a long way since then, both in terms of awareness and in terms of off-the-shelf flashed attachment options. There are so many quality flashed attachment solutions to chose from now that I'm not sure why anyone would knowingly expose themselves to a possibleconstruction negligence claim.   Drive straight,  David Brearley, Senior Technical Editor SolarPro magazineNABCEP Certified PV Installer ™david.brear...@solarprofessional.comDirect: 541.261.6545 On Jul 3, 2012, at 4:11 PM, Garrison Riegel wrote: The EcoFasten GF1 flashing is easy to install on a retrofit and will not necessarily add any height to the rail. If you do need to trim the flashings installed around the skyligh

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread Solarguy
The text doesn’t imply that the wood will not split, it simply says it can be 
driven in without a pilot hole. For that matter a sheet metal screw can be 
driven into wood without a pilot hole.

The reason that the pilot hole offers an advantage is because there will be 
threads cut into the entire 360° contact surface of the hole. Without a pilot, 
the wood will split along the grain, maybe only a tiny amount but the laws of 
physics make no exception because of an advertised claim. Where there is no 
metal to wood contact there is no holding power and the pullout strength is 
compromised. But that’s why the pullout charts use a 2x safety factor. 

Dave B. said it clearly, “I'm not sure why anyone would knowingly expose 
themselves to a possible construction negligence claim.”.

My 2¢ 2x

 

Jim Duncan

North Texas Renewable Energy Inc

www.ntrei.com http://www.ntrei.com/  

NABCEP PV 031310-57

TECL-27398

nt...@1scom.net 

817.917.0527

 

 

 

From: re-wrenches-boun...@lists.re-wrenches.org 
[mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Benn At 
DayStarSolar
Sent: Tuesday, July 03, 2012 5:36 PM
To: RE-wrenches
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof

 

I haven't read up on the mentioned structural screws yet, but do they 
specifically state that they can be driven without a pilot hole?  What is the 
justification and how are they different so that they won't cause a board to 
split under pressure?

Does anyone have some good info on this?

benn

Sent from a 'smart' phone, with tiny keys. Please excuse shortcuts and typos. 





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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread R Ray Walters
30 years of industry precedence is defensible.  The L foot is essentially a 
sealed flashing as well, so we're really talking interpretation.  I've done it 
many different ways, worked on decades old systems, and even though I was a 
flashing man for many years, I'm back to thinking the venerable L foot has its 
place in our industry.  I've seen some flashed installations that were code 
compliant, but looked horrible, and worse: leaked.

Ray Walters

On Jul 4, 2012, at 9:07 AM, David Brearley wrote:

  Todd,
 
 The issue isn't whether your approach works, but whether it is defensible in 
 the event that something leaks. Most solar contractors receive public funds 
 (rebate monies, ARRA program distributions, etc.). Some of those companies 
 are installing systems in a manner that is not building code compliant. It 
 just takes a high profile leaky roof at a VA hospital or a public housing 
 project where a solar system was installed in a manner that does not meet the 
 building code to lose years of goodwill and support for the industry. Modules 
 prices have fallen quite a bit, but we all loose if State and Federal or 
 public (opinion) support for the industry goes away. 
 
 Obviously, that's the worst case scenario: That somehow the industry gets 
 painted as being made up of a bunch of irresponsible, fly-by-night, subsidy 
 chasers. Probably nothing to worry about, though. I'm pretty sure there's no 
 precedence for that sort of thing actually happening. Right?
 
 What's more likely is that AHJs will get hip to the fact that they need to 
 inspect the building code compliance of roof attachments. When they do, which 
 side of the curve will your company be on? (Since your mind seems to be made 
 up, Todd, that question is addressed to List at large.)
 
 Happy Independence Day,
 
 David Brearley, Senior Technical Editor 
 SolarPro magazine 
 NABCEP Certified PV Installer ™
 david.brear...@solarprofessional.com
 Direct: 541.261.6545
 
 
 On Jul 3, 2012, at 10:37 PM, toddc...@finestplanet.com wrote:
 
 i wasn't going to enter into this discussion, but this posting prompted me. 
 
 my most recent job was done with the assistance of the customer. he and i 
 have a long working history, my being his employee some 25 years ago 
 installing shw systems in the area, and now he hiring me to do his personal 
 home's pv system.
  
 he insisted on straight L foot mounting without flashings... and i have to 
 agree. in the 25 to 30 years since we did those shw systems, not a single 
 one has leaked. plus, the installation was at the roof ridgeline, so pv 
 quick mounts wouldn't have worked anyway. we put 2 X 8 blocking in the attic 
 between the trusses to acomodate the mounting bolts and used a nice fattie 
 gob of black silicone on each foot, which gooshed out when tightened. the 
 mount will easily outlast the roof... leak free.
  
 honestly, i don't care what the ubc/ibs says. if done properly, these kinds 
 of mounts are bombproof. years of experience backs this up. also, i have 
 seen plenty of 'code compliant' oatey no-caulk sewer vent flashings with 
 rotten rubber leaking into homes to know flashed penetrations are no panacea 
 either.
  
 todd
  
  
  
  
  
  
 On Tuesday, July 3, 2012 2:53pm, David Brearley 
 david.brear...@solarprofessional.com said:
 
 +1 on the use of structural screws. We ran an article about lag screws a 
 couple years ago:
 
 http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly
 
 One of the things that surprised me when I read this manuscript is how 
 variable lag screws are in terms of construction and quality. Besides the 
 convenience of being able to drive a structural screw without a pilot hole, 
 the engineering specs are likely better documented and the manufacturing 
 tolerances are probably tighter as well.
 
 FWIW: I think that using unflashed attachments in these litigious times is 
 unwise. It's not consistent with best practices in the construction 
 industry. It does not meet building codes. It violates the roof warranty. It 
 makes your competition look good.
 
 We ran our first article on this topic 4 years ago, in our inaugural issue 
 of SolarPro magazine:
 
 http://solarprofessional.com/article/?file=SP1_1_pg72_Fain
 
 The industry has come a long way since then, both in terms of awareness and 
 in terms of off-the-shelf flashed attachment options. There are so many 
 quality flashed attachment solutions to chose from now that I'm not sure why 
 anyone would knowingly expose themselves to a possible construction 
 negligence claim.
 
 Drive straight,
 
 David Brearley, Senior Technical Editor
 SolarPro magazine 
 NABCEP Certified PV Installer ™
 david.brear...@solarprofessional.com
 Direct: 541.261.6545
 
 On Jul 3, 2012, at 4:11 PM, Garrison Riegel wrote:
 
 The EcoFasten GF1 flashing is easy to install on a retrofit and will not 
 necessarily add any height to the rail.  If you do need to trim the 
 flashings installed around the skylight, then I 

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread David Brearley
In some cases, you can install blocking to get up on the ridge consistently. 
One alternative to hangar bolts is to use corrugated mounting bridges from DPW 
Solar or something similar from another company.

Sorry I can't link to the PDF. Google: corrugated mounting bridges

Since exposed-fastener metal roofs already have a bunch of holes in them, 
you're not voiding the roof warranty by punching more holes in the ridge. (I 
don't think these roofs even meet the NRCA definition of a roof assembly 
because of the exposed penetrations.) Penetrations in the valleys on a roof are 
problematic for obvious reasons.


On Jul 4, 2012, at 6:01 AM, Chris Mason wrote:

 All of this refers to shingle roofs, which we don't see much of. We mostly 
 deal with concrete and corrugated steel/galvalume, the latter being a 
 nightmare. Does anyone have good ideas for dealing with corrugated? There's 
 no way to flash it, the blocks are fine when you hit a beam on the ridge but 
 half the time your penetration has to be on the trough of the corrugated 
 steel.
 Other than lots of goop, I don't know how else to seal it.
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread David Brearley
Presumably most solar contractors benefit from increased sales due to the 
availability of a 30% federal tax credit. Arguably, that's not the same thing 
as receiving public funds, but the net effect is the same. My point is simply 
that as an industry we are dependent upon public support and a variety direct 
and indirect subsidies. That raises questions about accountability, about how 
those funds are being spent. The best thing that we can do as an industry is 
strive to adopt best practices that are beyond reproach, equivalent standards 
for other trades, and ideally defensible in a court of law in the event that 
things go south for whatever reason. (Forget the bureaucrats in the city, it's 
the lawyers who capitalize on construction negligence claims. The last one on 
the roof is the first one blamed. Often, we're the last ones on the roof.)

On Jul 4, 2012, at 10:31 AM, m...@hurshtown.com m...@hurshtown.com wrote:

 Most solar contractors receive public funds  
 I'll have to take issue with that one.  I know of no such contractors in my 
 part of the US.
 
 The issue isn't whether your approach works, but whether it is defensible in 
 the event that something leaks.
 Our redneck methods may not satisfy the big city folks, but no failures in 
 20 years means more to our customers than satisfying some bureaucrat's 
 requirements.
 
 ___

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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread Bill Loesch


David,

Why does your editor put Todd's articles (and use him as a cover story) 
in your magazines (more than once, I believe) if it is not for his 
__experience__?


The fact that there is a prescribed product (more than one in this case) 
that gets blessed when old fashioned, time tested, craftsmanship has 
already solved the problem is a testament to what payola will buy. No 
leak, no negligence, no claim. But then your magazines wouldn't garner 
such a big advertizing budget without all those manufacturers with new 
and improved products. Additionally, this List would perhaps have to 
find alternative funding, too.


If you are really interested in eliminating the irresponsible, 
fly-by-night, subsidy chasers one easy way may be to eliminate the 
subsidy.


Bill Loesch
Solar 1 - Saint Louis Solar


On 04-Jul-12 10:07 AM, David Brearley wrote:

 Todd,

The issue isn't whether your approach works, but whether it is 
defensible in the event that something leaks. Most solar contractors 
receive public funds (rebate monies, ARRA program distributions, 
etc.). Some of those companies are installing systems in a manner that 
is not building code compliant. It just takes a high profile leaky 
roof at a VA hospital or a public housing project where a solar system 
was installed in a manner that does not meet the building code to lose 
years of goodwill and support for the industry. Modules prices have 
fallen quite a bit, but we all loose if State and Federal or public 
(opinion) support for the industry goes away.


Obviously, that's the worst case scenario: That somehow the industry 
gets painted as being made up of a bunch of irresponsible, 
fly-by-night, subsidy chasers. Probably nothing to worry about, 
though. I'm pretty sure there's no precedence for that sort of thing 
actually happening. Right?


What's more likely is that AHJs will get hip to the fact that they 
need to inspect the building code compliance of roof attachments. When 
they do, which side of the curve will your company be on? (Since your 
mind seems to be made up, Todd, that question is addressed to List at 
large.)


Happy Independence Day,

David Brearley, Senior Technical Editor
SolarPro magazine
NABCEP Certified PV Installer ™
david.brear...@solarprofessional.com 
mailto:david.brear...@solarprofessional.com

Direct: 541.261.6545


On Jul 3, 2012, at 10:37 PM, toddc...@finestplanet.com 
mailto:toddc...@finestplanet.com wrote:


i wasn't going to enter into this discussion, but this posting 
prompted me.


my most recent job was done with the assistance of the customer. he 
and i have a long working history, my being his employee some 25 
years ago installing shw systems in the area, and now he hiring me to 
do his personal home's pv system.


he insisted on straight L foot mounting without flashings... and i 
have to agree. in the 25 to 30 years since we did those shw systems, 
not a single one has leaked. plus, the installation was at the roof 
ridgeline, so pv quick mounts wouldn't have worked anyway. we put 2 X 
8 blocking in the attic between the trusses to acomodate the mounting 
bolts and used a nice fattie gob of black silicone on each foot, 
which gooshed out when tightened. the mount will easily outlast the 
roof... leak free.


honestly, i don't care what the ubc/ibs says. if done properly,these 
kinds of mounts are bombproof. years of experience backs this up. 
also, i have seen plenty of 'code compliant' oatey no-caulk sewer 
vent flashings with rotten rubber leaking into homes to know flashed 
penetrations are no panacea either.


todd

On Tuesday, July 3, 2012 2:53pm, David Brearley 
david.brear...@solarprofessional.com 
mailto:david.brear...@solarprofessional.com said:


+1 on the use of structural screws. We ran an article about lag 
screws a couple years ago:


http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly

One of the things that surprised me when I read this manuscript is 
how variable lag screws are in terms of construction and quality. 
Besides the convenience of being able to drive a structural screw 
without a pilot hole, the engineering specs are likely better 
documented and the manufacturing tolerances are probably tighter as 
well.


FWIW: I think that using unflashed attachments in these litigious 
times is unwise. It's not consistent with best practices in the 
construction industry. It does not meet building codes. It violates 
the roof warranty. It makes your competition look good.


We ran our first article on this topic 4 years ago, in our inaugural 
issue of SolarPro magazine:


http://solarprofessional.com/article/?file=SP1_1_pg72_Fain

The industry has come a long way since then, both in terms of 
awareness and in terms of off-the-shelf flashed attachment options. 
There are so many quality flashed attachment solutions to chose from 
now that I'm not sure why anyone would knowingly expose themselves to 
a possible construction negligence claim.


Drive straight,

David Brearley, 

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread David Brearley
Bill, 

FWIW: none of the companies with flashed attachments solutions mentioned in the 
article we ran in SP1.1 were advertisers. 

Having said that, I do see a lot of articles in trade publications that are 
pretty shameless exercises in product placement. I've always found that 
off-putting and assumed that others feel the same way. That's why we try to 
develop content that does not insult our readers.

Rather running a pay-to-play kind of shop, our goal has always been to publish 
the best technical content possible. If readers like the content, then we get 
more industry subscribers. Reaching that audience is desirable to advertisers. 
Having advertiser support allows us to compensate authors for their high 
quality technical content that readers enjoy. Ideally, it's a win-win-win 
situation. 

Let me know if there's something you think we could be doing better.

Thanks, 

David Brearley, Senior Technical Editor
SolarPro magazine 
NABCEP Certified PV Installer ™
david.brear...@solarprofessional.com
Direct: 541.261.6545


On Jul 4, 2012, at 2:25 PM, Bill Loesch wrote:

 
 David,
 
 Why does your editor put Todd's articles (and use him as a cover story) in 
 your magazines (more than once, I believe) if it is not for his _experience_? 
 
 The fact that there is a prescribed product (more than one in this case) that 
 gets blessed when old fashioned, time tested, craftsmanship has already 
 solved the problem is a testament to what payola will buy. No leak, no 
 negligence, no claim. But then your magazines wouldn't garner such a big 
 advertizing budget without all those manufacturers with new and improved 
 products. Additionally, this List would perhaps have to find alternative 
 funding, too. 
 
 If you are really interested in eliminating the irresponsible, fly-by-night, 
 subsidy chasers one easy way may be to eliminate the subsidy.
 Bill Loesch
 Solar 1 - Saint Louis Solar
 
 
 On 04-Jul-12 10:07 AM, David Brearley wrote:
  Todd,
 
 The issue isn't whether your approach works, but whether it is defensible in 
 the event that something leaks. Most solar contractors receive public funds 
 (rebate monies, ARRA program distributions, etc.). Some of those companies 
 are installing systems in a manner that is not building code compliant. It 
 just takes a high profile leaky roof at a VA hospital or a public housing 
 project where a solar system was installed in a manner that does not meet 
 the building code to lose years of goodwill and support for the industry. 
 Modules prices have fallen quite a bit, but we all loose if State and 
 Federal or public (opinion) support for the industry goes away. 
 
 Obviously, that's the worst case scenario: That somehow the industry gets 
 painted as being made up of a bunch of irresponsible, fly-by-night, subsidy 
 chasers. Probably nothing to worry about, though. I'm pretty sure there's no 
 precedence for that sort of thing actually happening. Right?
 
 What's more likely is that AHJs will get hip to the fact that they need to 
 inspect the building code compliance of roof attachments. When they do, 
 which side of the curve will your company be on? (Since your mind seems to 
 be made up, Todd, that question is addressed to List at large.)
 
 Happy Independence Day,
 
 David Brearley, Senior Technical Editor 
 SolarPro magazine 
 NABCEP Certified PV Installer ™
 david.brear...@solarprofessional.com
 Direct: 541.261.6545
 
 
 On Jul 3, 2012, at 10:37 PM, toddc...@finestplanet.com wrote:
 
 i wasn't going to enter into this discussion, but this posting prompted me. 
 
 my most recent job was done with the assistance of the customer. he and i 
 have a long working history, my being his employee some 25 years ago 
 installing shw systems in the area, and now he hiring me to do his personal 
 home's pv system.
  
 he insisted on straight L foot mounting without flashings... and i have to 
 agree. in the 25 to 30 years since we did those shw systems, not a single 
 one has leaked. plus, the installation was at the roof ridgeline, so pv 
 quick mounts wouldn't have worked anyway. we put 2 X 8 blocking in the 
 attic between the trusses to acomodate the mounting bolts and used a nice 
 fattie gob of black silicone on each foot, which gooshed out when 
 tightened. the mount will easily outlast the roof... leak free.
  
 honestly, i don't care what the ubc/ibs says. if done properly, these kinds 
 of mounts are bombproof. years of experience backs this up. also, i have 
 seen plenty of 'code compliant' oatey no-caulk sewer vent flashings with 
 rotten rubber leaking into homes to know flashed penetrations are no 
 panacea either.
  
 todd
  
  
  
  
  
  
 On Tuesday, July 3, 2012 2:53pm, David Brearley 
 david.brear...@solarprofessional.com said:
 
 +1 on the use of structural screws. We ran an article about lag screws a 
 couple years ago:
 
 http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly
 
 One of the things that surprised me when I read this 

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread Chris Mason
I use corrugated mounting bridges - that's the problem. If the center of
the beam falls in the trough, the corrugated bridge is useless.
I am not sure how blocking would help. Corrugated is a pain.



On Wed, Jul 4, 2012 at 12:11 PM, David Brearley 
david.brear...@solarprofessional.com wrote:

 In some cases, you can install blocking to get up on the ridge
 consistently. One alternative to hangar bolts is to use corrugated mounting
 bridges from DPW Solar or something similar from another company.

 Sorry I can't link to the PDF. Google: corrugated mounting bridges

 Since exposed-fastener metal roofs already have a bunch of holes in them,
 you're not voiding the roof warranty by punching more holes in the ridge.
 (I don't think these roofs even meet the NRCA definition of a roof
 assembly because of the exposed penetrations.) Penetrations in the valleys
 on a roof are problematic for obvious reasons.


 On Jul 4, 2012, at 6:01 AM, Chris Mason wrote:

  All of this refers to shingle roofs, which we don't see much of. We
 mostly deal with concrete and corrugated steel/galvalume, the latter being
 a nightmare. Does anyone have good ideas for dealing with corrugated?
 There's no way to flash it, the blocks are fine when you hit a beam on the
 ridge but half the time your penetration has to be on the trough of the
 corrugated steel.
  Other than lots of goop, I don't know how else to seal it.
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Cell: 264.235.5670
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread benn kilburn
Chris,
I'm pretty sure that what David means by blocking is if the roof has
rafters (peak to eave) rather than purlins (horizontal) then, IF you can
access the underside of the roof, you properly install 'blocking' (2x4, 2x6,
2x8) against the underside of the roof sheathing, perpendicular to the
rafters.  Then you can drill your bolt anywhere along the blocking which
then eliminates the restriction of having to attach to a rafter every
16-24.  Keep in mind that there are proper methods of doing this to make
sure the blocking is properly attached to the rafters, otherwise any uplift
pressure from the array is only supported by the roof material and not the
structure (rafters/purlins)

Then again, access to the underside of the roof is not always available or
is restrictive, so this is an important factor to figure out before you land
on site with your roof attachments and racking, ready to go.

Cheers,
benn

DayStar Renewable Energy Inc.
www.daystarsolar.ca
780-906-7807 
Construction Electrician Solar Photovoltaic Systems Certified
Certificate # 0007S
HAVE A SUNNY DAY

On 04/07/12 5:23 PM, Chris Mason cometenergysyst...@gmail.com wrote:

I use corrugated mounting bridges - that's the problem. If the center of the
beam falls in the trough, the corrugated bridge is useless.
I am not sure how blocking would help. Corrugated is a pain.



On Wed, Jul 4, 2012 at 12:11 PM, David Brearley
david.brear...@solarprofessional.com wrote:
 In some cases, you can install blocking to get up on the ridge consistently.
 One alternative to hangar bolts is to use corrugated mounting bridges from DPW
 Solar or something similar from another company.
 
 Sorry I can't link to the PDF. Google: corrugated mounting bridges
 
 Since exposed-fastener metal roofs already have a bunch of holes in them,
 you're not voiding the roof warranty by punching more holes in the ridge. (I
 don't think these roofs even meet the NRCA definition of a roof assembly
 because of the exposed penetrations.) Penetrations in the valleys on a roof
 are problematic for obvious reasons.
 
 
 On Jul 4, 2012, at 6:01 AM, Chris Mason wrote:
 
  All of this refers to shingle roofs, which we don't see much of. We mostly
 deal with concrete and corrugated steel/galvalume, the latter being a
 nightmare. Does anyone have good ideas for dealing with corrugated? There's
 no way to flash it, the blocks are fine when you hit a beam on the ridge but
 half the time your penetration has to be on the trough of the corrugated
 steel.
  Other than lots of goop, I don't know how else to seal it.


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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread Chris Mason
I've never had that luxury, generally the underside is visible and can't be
changed. We get through but it's a pain.

On Wed, Jul 4, 2012 at 8:36 PM, benn kilburn b...@daystarsolar.ca wrote:

 Chris,
 I'm pretty sure that what David means by blocking is if the roof has
 rafters (peak to eave) rather than purlins (horizontal) then, IF you can
 access the underside of the roof, you properly install 'blocking' (2x4,
 2x6, 2x8) against the underside of the roof sheathing, perpendicular to the
 rafters.  Then you can drill your bolt anywhere along the blocking which
 then eliminates the restriction of having to attach to a rafter every
 16-24.  Keep in mind that there are proper methods of doing this to make
 sure the blocking is properly attached to the rafters, otherwise any uplift
 pressure from the array is only supported by the roof material and not the
 structure (rafters/purlins)

 Then again, access to the underside of the roof is not always available or
 is restrictive, so this is an important factor to figure out before you
 land on site with your roof attachments and racking, ready to go.

 Cheers,
 benn

 DayStar Renewable Energy Inc.
 www.daystarsolar.ca
 780-906-7807
 Construction Electrician Solar Photovoltaic Systems Certified
 Certificate # 0007S
 HAVE A SUNNY DAY

 On 04/07/12 5:23 PM, Chris Mason cometenergysyst...@gmail.com wrote:

 I use corrugated mounting bridges - that's the problem. If the center of
 the beam falls in the trough, the corrugated bridge is useless.
 I am not sure how blocking would help. Corrugated is a pain.



 On Wed, Jul 4, 2012 at 12:11 PM, David Brearley 
 david.brear...@solarprofessional.com wrote:

 In some cases, you can install blocking to get up on the ridge
 consistently. One alternative to hangar bolts is to use corrugated mounting
 bridges from DPW Solar or something similar from another company.

 Sorry I can't link to the PDF. Google: corrugated mounting bridges

 Since exposed-fastener metal roofs already have a bunch of holes in them,
 you're not voiding the roof warranty by punching more holes in the ridge.
 (I don't think these roofs even meet the NRCA definition of a roof
 assembly because of the exposed penetrations.) Penetrations in the valleys
 on a roof are problematic for obvious reasons.


 On Jul 4, 2012, at 6:01 AM, Chris Mason wrote:

  All of this refers to shingle roofs, which we don't see much of. We
 mostly deal with concrete and corrugated steel/galvalume, the latter being
 a nightmare. Does anyone have good ideas for dealing with corrugated?
 There's no way to flash it, the blocks are fine when you hit a beam on the
 ridge but half the time your penetration has to be on the trough of the
 corrugated steel.
  Other than lots of goop, I don't know how else to seal it.


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Cell: 264.235.5670
Skype: netconcepts
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-04 Thread Jesse Dahl
This is very interesting to me. I just added 2kW to my home and this thread 
inspired me.  I did half the array using quick mount PV, and half the array 
using oatey flashing and a two piece stand-off.  Along with that array I added 
a single module on a micro I picked up cheap.  I attached that module with just 
L-feet and lexell. I used the L-feet on my garage because I just couldnt blast 
an L foot to the roof on my house. 

I did pilot all the attachment. As a previous carpenter (third generation) it 
was the way I was taught. 

I will report back in thirty years.

Jesse

Sent from my iPhone

On Jul 4, 2012, at 7:39 PM, Chris Mason cometenergysyst...@gmail.com wrote:

 I've never had that luxury, generally the underside is visible and can't be 
 changed. We get through but it's a pain.
 
 On Wed, Jul 4, 2012 at 8:36 PM, benn kilburn b...@daystarsolar.ca wrote:
 Chris,
 I'm pretty sure that what David means by blocking is if the roof has 
 rafters (peak to eave) rather than purlins (horizontal) then, IF you can 
 access the underside of the roof, you properly install 'blocking' (2x4, 2x6, 
 2x8) against the underside of the roof sheathing, perpendicular to the 
 rafters.  Then you can drill your bolt anywhere along the blocking which then 
 eliminates the restriction of having to attach to a rafter every 16-24.  
 Keep in mind that there are proper methods of doing this to make sure the 
 blocking is properly attached to the rafters, otherwise any uplift pressure 
 from the array is only supported by the roof material and not the structure 
 (rafters/purlins)
 
 Then again, access to the underside of the roof is not always available or is 
 restrictive, so this is an important factor to figure out before you land on 
 site with your roof attachments and racking, ready to go. 
 
 Cheers,
 benn
 
 DayStar Renewable Energy Inc. 
 www.daystarsolar.ca
 780-906-7807 
 Construction Electrician Solar Photovoltaic Systems Certified
 Certificate # 0007S
 HAVE A SUNNY DAY
 
 On 04/07/12 5:23 PM, Chris Mason cometenergysyst...@gmail.com wrote:
 
 I use corrugated mounting bridges - that's the problem. If the center of the 
 beam falls in the trough, the corrugated bridge is useless.
 I am not sure how blocking would help. Corrugated is a pain.
 
 
 
 On Wed, Jul 4, 2012 at 12:11 PM, David Brearley 
 david.brear...@solarprofessional.com wrote:
 In some cases, you can install blocking to get up on the ridge consistently. 
 One alternative to hangar bolts is to use corrugated mounting bridges from 
 DPW Solar or something similar from another company.
 
 Sorry I can't link to the PDF. Google: corrugated mounting bridges
 
 Since exposed-fastener metal roofs already have a bunch of holes in them, 
 you're not voiding the roof warranty by punching more holes in the ridge. (I 
 don't think these roofs even meet the NRCA definition of a roof assembly 
 because of the exposed penetrations.) Penetrations in the valleys on a roof 
 are problematic for obvious reasons.
 
 
 On Jul 4, 2012, at 6:01 AM, Chris Mason wrote:
 
  All of this refers to shingle roofs, which we don't see much of. We mostly 
  deal with concrete and corrugated steel/galvalume, the latter being a 
  nightmare. Does anyone have good ideas for dealing with corrugated? There's 
  no way to flash it, the blocks are fine when you hit a beam on the ridge 
  but half the time your penetration has to be on the trough of the 
  corrugated steel.
  Other than lots of goop, I don't know how else to seal it.
 
 ___
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 -- 
 Chris Mason
 President, Comet Systems Ltd
 www.cometenergysystems.com
 Cell: 264.235.5670
 Skype: netconcepts
 
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread mark
more likely to split your trusses. IBC also requires flashings be used but at least around here inspectors never ask for it (which makes sense- as you all know, Florida never sees wind or rain, and definitely not at the same time). What silicone do you use that's compatible with asphalt shingles?DKCOn 2012/7/1 21:13, m...@hurshtown.comwrote: In my 20 year experience of lagging down L feet on shingle roofs in Indiana with a good dollop of silicone caulk under the foot, I've never had an issue. No pre-drilling, just drive the lag home. Drilling a hole first is not necessary, and reduces holding strength. No reason to make a science project out of it and increase cost and labor. Mark  Original Message ---- Subject: Re: [RE-wrenches] L feet no flashing in shingle roof From: Drake drake.chamber...@redwoodalliance.org mailto:drake.chamber...@redwoodalliance.org Date: Fri, June 29, 2012 3:09 pm To: RE-wrenches re-wrenches@lists.re-wrenches.org mailto:re-wrenches@lists.re-wrenches.org Hi Jay, There is no room for flashings. The L feet will go very close to the skylights and the flashing would hit the edge of them. Plus there is an existing array that was done by another installer that is done with L feet only. The new array would be higher. And given that we have really good off the shelf approved flashed feet, why would you use anything else? My 2 cents, Jay peltz power On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote: We have used a variety of sealants over the years, and determined simple Henry roofing cement is the best product for use on comp roofing. We also used to bend our own L-foot flashing, which we cut from standard Al coil stock (before all the manufactured options were available). This might be a good option for you in this case. Glenn *From:* 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 *Drake *Sent:* Thursday, June 28, 2012 6:40 PM *To:* RE-wrenches *Subject:* [RE-wrenches] L feet no flashing in shingle roof I'm quoting a job that has an existing array with L feet bolted down to a shingle roof with no flashings. I want to match the height of the existing array. Also some modules are being worked in around skylights where it is unlikely that room would be available for flashings to center over rafters. I've always used flashings. Would it be completely crazy to follow suit of the existing array and bolt L feet straight to the shingle roof with good roof sealant? If so, how would you seal it? Drake Chamberlin ATHENS ELECTRIC LLC OH License 44810 CO license 3773 NABCEP Certified PV  ___ List sponsored by Home Power magazine List Address: RE-wrenches@lists.re-wrenches.org mailto:RE-wrenches@lists.re-wrenches.org Options  settings: http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org List-Archive: http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.org List rules  etiquette: www.re-wrenches.org/etiquette.htm http://www.re-wrenches.org/etiquette.htm; Check out participant bios: www.members.re-wrenches.orghttp://www.members.re-wrenches.org ___ List sponsored by Home Power magazine List Address: RE-wrenches@lists.re-wrenches.org Options settings: http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org List-Archive: http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.org List rules etiquette: www.re-wrenches.org/etiquette.htm Check out participant bios: www.members.re-wrenches.org___List sponsored by Home Power magazineList Address: RE-wrenches@lists.re-wrenches.orgOptions  settings:http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.orgList-Archive: http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.orgList rules  etiquette:www.re-wrenches.org/etiquette.htmCheck out participant bios:www.members.re-wrenches.org
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Chris Mason
I don't believe you are correct here. The body of the lag does not do
anything for the holding power, it is the threads that prevent pullout. If
you drive a 5/16 lag into a 3 x 8 without a pilot hole, you will be putting
a lot of pressure into the wood to split it. It might not split every time,
it might not split right then, but you are definitely introducing a lot of
stress for no good reason. On any of these techniques for mounting, I want
to follow the manufacturers recommendations, otherwise how can you be sure
if you are right. Without a testing lab, you have no way to know.
I think mounting PV systems IS a science project, it takes care and thought
to do it right. We do a lot of concrete roof installations in hurricane
areas, and mounting keeps me up at night.


On Sun, Jul 1, 2012 at 9:13 PM, m...@hurshtown.com wrote:

 In my 20 year experience of lagging down L feet on shingle roofs in
 Indiana with a good dollop of silicone caulk under the foot, I've never had
 an issue.  No pre-drilling, just drive the lag home.  Drilling a hole first
 is not necessary, and reduces holding strength.  No reason to make a
 science project out of it and increase cost and labor.

 Mark

   Original Message 
 Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 From: Drake drake.chamber...@redwoodalliance.org
 Date: Fri, June 29, 2012 3:09 pm
 To: RE-wrenches re-wrenches@lists.re-wrenches.org

 Hi Jay,

 There is no room for flashings.  The L feet will go very close to the
 skylights and the flashing would hit the edge of them.   Plus there is an
 existing array that was done by another installer that is done with L feet
 only.  The new array would be higher.


 And given that we have really good off the shelf approved flashed feet,
 why would you use anything else?

 My 2 cents,

 Jay

 peltz power


 On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

 We have used a variety of sealants over the years, and determined simple
 Henry roofing cement is the best product for use on comp roofing.

 We also used to bend our own L-foot flashing, which we cut from standard
 Al coil stock (before all the manufactured options were available). This
 might be a good option for you in this case.



 Glenn

 *From:* re-wrenches-boun...@lists.re-wrenches.org [
 mailto:re-wrenches-boun...@lists.re-wrenches.orgre-wrenches-boun...@lists.re-wrenches.org]
 *On Behalf Of *Drake
 *Sent:* Thursday, June 28, 2012 6:40 PM
 *To:* RE-wrenches
 *Subject:* [RE-wrenches] L feet no flashing in shingle roof

 I'm quoting a job that has an existing array with L feet bolted down to a
 shingle roof with no flashings.  I want to match the height of the existing
 array.  Also some modules are being worked in around skylights where it is
 unlikely that room would be available for flashings to center over rafters.

 I've always used flashings.  Would it be completely crazy to follow suit
 of the existing array and bolt L feet straight to the shingle roof with
 good roof sealant?  If so, how would you seal it?

 **
 Drake Chamberlin****
 ATHENS ELECTRIC LLC
 OH License 44810****
 CO license 3773
 NABCEP Certified PV
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Cell: 264.235.5670
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Chris Mason
Bill,
Can you provide a link to the product you are using - I found a lot of
screws on that site but none called structural.

Thanks

Chris

On Mon, Jul 2, 2012 at 7:08 PM, Bill Hoffer suneng...@gmail.com wrote:

 Mark

 Lags for me are old hat after using the newer structural screws.  I get
 them local from www.screw-products.com although I know there are more
 companies out there that make them for the Structural Insulation Panel
 industry.  Thinner than lags with comparable strength, they drive easy with
 no predrilling, and are less likely to blow out a truss.  Come in many
 different lengths and use a special star head with a built in washer.  I
 use thick butyl tape on the foot and a small rubber washer on the screw
 head , together they work great!  If you want a little more security a dab
 of the appropriate sealer in the foot slot before finally tightening it
 down works too.  Only way to go on corrugated metal roofs where there is no
 real option for flashing.

 Bill


 On Mon, Jul 2, 2012 at 3:40 PM, m...@hurshtown.com wrote:

 My 18V Milwaukee cordless hammer drill has no trouble driving a 5/16 lag
 into anything I've ever encountered.
 If you put the lag anywhere near the middle of the rafter it won't split.
  If it splits, it must be some cheap stuff from Home Depot.
 Only an engineer with no practical experience would insist on a pilot
 hole and the resulting reduction in holding strength.  I'm assuming the IBC
 consists of a bunch of bureaucrats that value control over common sense.
 In this instance flashing offers no benefit, and may even be
 counter-productive if incorrectly installed and it causes rain to collect
 under it.  My experience is in northern Indiana where it does rain and the
 wind does blow.  (Record 91 mph winds last Thursday.)  Less severe weather
 than Michigan, but close.
 I use the best silicone caulk Menards has to offer.  I've never worried
 about compatibility.  It definitely won't dry up and crack away like the
 black roof cement some swear by and insist on.  15+ year old silicone caulk
 is yellowed a bit but that's the only change.
 If the silicone and shingle aren't getting along, I've never heard them
 complain.

 Mark
 (Disclaimer: Portions of the preceding are the opinions of the author.)

   Original Message 
 Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 From: Dave Click davecl...@fsec.ucf.edu
 Date: Mon, July 02, 2012 10:29 am
 To: re-wrenches@lists.re-wrenches.org

 I always thought that installing lag screws was tough enough with pilot
 holes- I should hit the gym. I'm not a structural PE, but I think that
 not drilling pilot holes violates the American Wood Council's National
 Design Specs and therefore violates the IBC too. I would imagine that
 you'd be much more likely to split your trusses. IBC also requires
 flashings be used but at least around here inspectors never ask for it
 (which makes sense- as you all know, Florida never sees wind or rain,
 and definitely not at the same time). What silicone do you use that's
 compatible with asphalt shingles?

 DKC

 On 2012/7/1 21:13, m...@hurshtown.com wrote:
  In my 20 year experience of lagging down L feet on shingle roofs in
  Indiana with a good dollop of silicone caulk under the foot, I've never
  had an issue. No pre-drilling, just drive the lag home. Drilling a hole
  first is not necessary, and reduces holding strength. No reason to make
  a science project out of it and increase cost and labor.
 
  Mark
 
   Original Message 
  Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
  From: Drake drake.chamber...@redwoodalliance.org
  mailto:drake.chamber...@redwoodalliance.orgdrake.chamber...@redwoodalliance.org
 
  Date: Fri, June 29, 2012 3:09 pm
  To: RE-wrenches re-wrenches@lists.re-wrenches.org
  mailto:re-wrenches@lists.re-wrenches.orgre-wrenches@lists.re-wrenches.org
 
 
  Hi Jay,
 
  There is no room for flashings. The L feet will go very close to the
  skylights and the flashing would hit the edge of them. Plus there is
  an existing array that was done by another installer that is done
  with L feet only. The new array would be higher.
 
 
  And given that we have really good off the shelf approved flashed
  feet, why would you use anything else?
 
  My 2 cents,
 
  Jay
 
  peltz power
 
 
  On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:
 
  We have used a variety of sealants over the years, and determined
  simple Henry roofing cement is the best product for use on comp
  roofing.
 
  We also used to bend our own L-foot flashing, which we cut from
  standard Al coil stock (before all the manufactured options were
  available). This might be a good option for you in this case.
 
 
 
  Glenn
 
  *From:* re-wrenches-boun...@lists.re-wrenches.org
  mailto:re-wrenches-boun...@lists.re-wrenches.orgre-wrenches-boun...@lists.re-wrenches.org
 
  [mailto:re-wrenches-boun...@lists.re-wrenches.orgre-wrenches-boun...@lists.re-wrenches.org

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Bill Hoffer
Chris

Bronze Star Construction Lags are what I use.  I usually use the 5/16 and
1/4 with the most thread I can into the truss without popping out the
other side.  I have dropped to #7 with more penetrations if the truss
warranted it.

http://www.screw-products.com/star-drive-construction-lag-screws.htm

Here is their strength tests for 5/16, very comparable to lags.  I tend to
be pretty conservative and use a 2x - 2.5x strength tests safety factor
with almost all my fasteners, especially blind attachment to trusses.  Full
test results are available.

http://www.screw-products.com/specs.htm

I have had luck with Cannon gasket for butyl or EDPM washers, use .75 dia
outer with dia of fastener inner about .25 thick. About $.15 each for
1000, about half that for 2500.  Can order direct online.  Buytl to me
works better since it flows well when tightened.

http://www.cannongasket.com/

I believe there are several manufacturers making these types of screws now,
so there may be other sources.

Hope that helps!



Bill

On Tue, Jul 3, 2012 at 6:43 AM, Chris Mason cometenergysyst...@gmail.comwrote:

 Bill,
 Can you provide a link to the product you are using - I found a lot of
 screws on that site but none called structural.

 Thanks

 Chris

 On Mon, Jul 2, 2012 at 7:08 PM, Bill Hoffer suneng...@gmail.com wrote:

 Mark

 Lags for me are old hat after using the newer structural screws.  I get
 them local from www.screw-products.com although I know there are more
 companies out there that make them for the Structural Insulation Panel
 industry.  Thinner than lags with comparable strength, they drive easy with
 no predrilling, and are less likely to blow out a truss.  Come in many
 different lengths and use a special star head with a built in washer.  I
 use thick butyl tape on the foot and a small rubber washer on the screw
 head , together they work great!  If you want a little more security a dab
 of the appropriate sealer in the foot slot before finally tightening it
 down works too.  Only way to go on corrugated metal roofs where there is no
 real option for flashing.

 Bill


 On Mon, Jul 2, 2012 at 3:40 PM, m...@hurshtown.com wrote:

 My 18V Milwaukee cordless hammer drill has no trouble driving a 5/16
 lag into anything I've ever encountered.
 If you put the lag anywhere near the middle of the rafter it won't
 split.  If it splits, it must be some cheap stuff from Home Depot.
 Only an engineer with no practical experience would insist on a pilot
 hole and the resulting reduction in holding strength.  I'm assuming the IBC
 consists of a bunch of bureaucrats that value control over common sense.
 In this instance flashing offers no benefit, and may even be
 counter-productive if incorrectly installed and it causes rain to collect
 under it.  My experience is in northern Indiana where it does rain and the
 wind does blow.  (Record 91 mph winds last Thursday.)  Less severe weather
 than Michigan, but close.
 I use the best silicone caulk Menards has to offer.  I've never worried
 about compatibility.  It definitely won't dry up and crack away like the
 black roof cement some swear by and insist on.  15+ year old silicone caulk
 is yellowed a bit but that's the only change.
 If the silicone and shingle aren't getting along, I've never heard them
 complain.

 Mark
 (Disclaimer: Portions of the preceding are the opinions of the author.)

   Original Message 
 Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 From: Dave Click davecl...@fsec.ucf.edu
 Date: Mon, July 02, 2012 10:29 am
 To: re-wrenches@lists.re-wrenches.org

 I always thought that installing lag screws was tough enough with pilot
 holes- I should hit the gym. I'm not a structural PE, but I think that
 not drilling pilot holes violates the American Wood Council's National
 Design Specs and therefore violates the IBC too. I would imagine that
 you'd be much more likely to split your trusses. IBC also requires
 flashings be used but at least around here inspectors never ask for it
 (which makes sense- as you all know, Florida never sees wind or rain,
 and definitely not at the same time). What silicone do you use that's
 compatible with asphalt shingles?

 DKC

 On 2012/7/1 21:13, m...@hurshtown.com wrote:
  In my 20 year experience of lagging down L feet on shingle roofs in
  Indiana with a good dollop of silicone caulk under the foot, I've never
  had an issue. No pre-drilling, just drive the lag home. Drilling a hole
  first is not necessary, and reduces holding strength. No reason to make
  a science project out of it and increase cost and labor.
 
  Mark
 
   Original Message 
  Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
  From: Drake drake.chamber...@redwoodalliance.org
  mailto:drake.chamber...@redwoodalliance.orgdrake.chamber...@redwoodalliance.org
 
  Date: Fri, June 29, 2012 3:09 pm
  To: RE-wrenches re-wrenches@lists.re-wrenches.org
  mailto:re-wrenches@lists.re-wrenches.orgre

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Jason Szumlanski
I agree. I would drill a pilot for anything bigger than #12. 5/16 Lags get
a 1/8 pilot minimum.

Unfortunately, common 1/8 bits are usually pretty short and break off
easily.

Jason Szumlanski
Fafco Solar



On Tue, Jul 3, 2012 at 9:35 AM, Chris Mason cometenergysyst...@gmail.comwrote:

 I don't believe you are correct here. The body of the lag does not do
 anything for the holding power, it is the threads that prevent pullout. If
 you drive a 5/16 lag into a 3 x 8 without a pilot hole, you will be putting
 a lot of pressure into the wood to split it. It might not split every time,
 it might not split right then, but you are definitely introducing a lot of
 stress for no good reason. On any of these techniques for mounting, I want
 to follow the manufacturers recommendations, otherwise how can you be sure
 if you are right. Without a testing lab, you have no way to know.
 I think mounting PV systems IS a science project, it takes care and
 thought to do it right. We do a lot of concrete roof installations in
 hurricane areas, and mounting keeps me up at night.


  On Sun, Jul 1, 2012 at 9:13 PM, m...@hurshtown.com wrote:

 In my 20 year experience of lagging down L feet on shingle roofs in
 Indiana with a good dollop of silicone caulk under the foot, I've never had
 an issue.  No pre-drilling, just drive the lag home.  Drilling a hole first
 is not necessary, and reduces holding strength.  No reason to make a
 science project out of it and increase cost and labor.

 Mark

   Original Message 
 Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 From: Drake drake.chamber...@redwoodalliance.org
 Date: Fri, June 29, 2012 3:09 pm
 To: RE-wrenches re-wrenches@lists.re-wrenches.org

 Hi Jay,

 There is no room for flashings.  The L feet will go very close to the
 skylights and the flashing would hit the edge of them.   Plus there is an
 existing array that was done by another installer that is done with L feet
 only.  The new array would be higher.


 And given that we have really good off the shelf approved flashed feet,
 why would you use anything else?

 My 2 cents,

 Jay

 peltz power


 On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

 We have used a variety of sealants over the years, and determined simple
 Henry roofing cement is the best product for use on comp roofing.

 We also used to bend our own L-foot flashing, which we cut from standard
 Al coil stock (before all the manufactured options were available). This
 might be a good option for you in this case.



 Glenn

 *From:* re-wrenches-boun...@lists.re-wrenches.org [
 mailto:re-wrenches-boun...@lists.re-wrenches.orgre-wrenches-boun...@lists.re-wrenches.org]
 *On Behalf Of *Drake
 *Sent:* Thursday, June 28, 2012 6:40 PM
 *To:* RE-wrenches
 *Subject:* [RE-wrenches] L feet no flashing in shingle roof

 I'm quoting a job that has an existing array with L feet bolted down to a
 shingle roof with no flashings.  I want to match the height of the existing
 array.  Also some modules are being worked in around skylights where it is
 unlikely that room would be available for flashings to center over rafters.

 I've always used flashings.  Would it be completely crazy to follow suit
 of the existing array and bolt L feet straight to the shingle roof with
 good roof sealant?  If so, how would you seal it?

 **
 Drake Chamberlin****
 ATHENS ELECTRIC LLC
 OH License 44810****
 CO license 3773
 NABCEP Certified PV
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 --
 Chris Mason
 President, Comet Systems Ltd
 www.cometenergysystems.com
  Cell: 264.235.5670
 Skype: netconcepts


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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Garrison Riegel
The EcoFasten GF1 flashing is easy to install on a retrofit and will not
necessarily add any height to the rail.  If you do need to trim the
flashings installed around the skylight, then I would recommend adding
sealant to these penetrations.  We ditch the included lag and use a 5/16
GRK RSS (self tapping structural screw).  The combination works great and
does not require a pilot hole.

 

RSS:

http://www.grkfasteners.com/en/RSS_1_2_information.htm

 

GF1

http://ecofastensolar.com/pdf/GF1%20Cutsheets.pdf

 

Best,

 

Garrison Riegel

Project Manager 

 

Solar Service Inc

[p] 847-677-0950

[f] 847-647-9360

www.solarserviceinc.com http://www.solarserviceinc.com/ 

 

NABCEP Certified Solar PV and Thermal InstallerT

 

 

There is no room for flashings. The L feet will go very close to the
skylights and the flashing would hit the edge of them. Plus there is an
existing array that was done by another installer that is done with L feet
only. The new array would be higher.

 

  _  

 

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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Ryan Mayfield
Getting back to the flashing aspect of this thread, the comment about 
improperly installed flashings doing more harm than good and the general 
comments about L feet straight to the roof…

 

Yes, if you install ANYTHING wrong it's counterproductive but if you read the 
instructions and use common sense then flashing is a no-brainer. L feet 
straight to the roof not only voids roof warranties, but they also violate ALL 
roofing best practices and it makes our industry look bad. No roofer or roof 
manufacturer would ever hold a warranty on a roof with just L feet attached to 
it. We wouldn't want a roofer making electrical connections or designs on a PV 
system without the right training so why would we want to violate their 
standards when we penetrate their roofs?


Ryan

 

 

 

 

 

On 02/07/12 4:40 PM, m...@hurshtown.com m...@hurshtown.com wrote:

 

My 18V Milwaukee cordless hammer drill has no trouble driving a 5/16 lag into 
anything I've ever encountered.

If you put the lag anywhere near the middle of the rafter it won't split.  If 
it splits, it must be some cheap stuff from Home Depot.  

Only an engineer with no practical experience would insist on a pilot hole and 
the resulting reduction in holding strength.  I'm assuming the IBC consists of 
a bunch of bureaucrats that value control over common sense.

In this instance flashing offers no benefit, and may even be counter-productive 
if incorrectly installed and it causes rain to collect under it.  My experience 
is in northern Indiana where it does rain and the wind does blow.  (Record 91 
mph winds last Thursday.)  Less severe weather than Michigan, but close.

I use the best silicone caulk Menards has to offer.  I've never worried about 
compatibility.  It definitely won't dry up and crack away like the black roof 
cement some swear by and insist on.  15+ year old silicone caulk is yellowed a 
bit but that's the only change.

If the silicone and shingle aren't getting along, I've never heard them 
complain.





Mark

(Disclaimer: Portions of the preceding are the opinions of the author.)





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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread David Brearley
+1 on the use of structural screws. We ran an article about lag screws a couple 
years ago:

http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly

One of the things that surprised me when I read this manuscript is how variable 
lag screws are in terms of construction and quality. Besides the convenience of 
being able to drive a structural screw without a pilot hole, the engineering 
specs are likely better documented and the manufacturing tolerances are 
probably tighter as well. 

FWIW: I think that using unflashed attachments in these litigious times is 
unwise. It's not consistent with best practices in the construction industry. 
It does not meet building codes. It violates the roof warranty. It makes your 
competition look good. 

We ran our first article on this topic 4 years ago, in our inaugural issue of 
SolarPro magazine:

http://solarprofessional.com/article/?file=SP1_1_pg72_Fain

The industry has come a long way since then, both in terms of awareness and in 
terms of off-the-shelf flashed attachment options. There are so many quality 
flashed attachment solutions to chose from now that I'm not sure why anyone 
would knowingly expose themselves to a possible construction negligence claim.

Drive straight,

David Brearley, Senior Technical Editor
SolarPro magazine 
NABCEP Certified PV Installer ™
david.brear...@solarprofessional.com
Direct: 541.261.6545

On Jul 3, 2012, at 4:11 PM, Garrison Riegel wrote:

 The EcoFasten GF1 flashing is easy to install on a retrofit and will not 
 necessarily add any height to the rail.  If you do need to trim the flashings 
 installed around the skylight, then I would recommend adding sealant to these 
 penetrations.  We ditch the included lag and use a 5/16” GRK RSS (self 
 tapping structural screw).  The combination works great and does not require 
 a pilot hole.
  
 RSS:
 http://www.grkfasteners.com/en/RSS_1_2_information.htm
  
 GF1
 http://ecofastensolar.com/pdf/GF1%20Cutsheets.pdf
  
 Best,
  
 Garrison Riegel
 Project Manager
  
 Solar Service Inc
 [p] 847-677-0950
 [f] 847-647-9360
 www.solarserviceinc.com
  
 NABCEP Certified Solar PV and Thermal Installer™
  
  
 “There is no room for flashings. The L feet will go very close to the 
 skylights and the flashing would hit the edge of them. Plus there is an 
 existing array that was done by another installer that is done with L feet 
 only. The new array would be higher.”
  
  
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Benn At DayStarSolar
I haven't read up on the mentioned structural screws yet, but do they 
specifically state that they can be driven without a pilot hole?  What is the 
justification and how are they different so that they won't cause a board to 
split under pressure?
Does anyone have some good info on this?

benn
Sent from a 'smart' phone, with tiny keys. Please excuse shortcuts and typos. 

On 2012-07-03, at 3:53 PM, David Brearley 
david.brear...@solarprofessional.com wrote:

 +1 on the use of structural screws. We ran an article about lag screws a 
 couple years ago:
 
 http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly
 
 One of the things that surprised me when I read this manuscript is how 
 variable lag screws are in terms of construction and quality. Besides the 
 convenience of being able to drive a structural screw without a pilot hole, 
 the engineering specs are likely better documented and the manufacturing 
 tolerances are probably tighter as well. 
 
 FWIW: I think that using unflashed attachments in these litigious times is 
 unwise. It's not consistent with best practices in the construction industry. 
 It does not meet building codes. It violates the roof warranty. It makes your 
 competition look good. 
 
 We ran our first article on this topic 4 years ago, in our inaugural issue of 
 SolarPro magazine:
 
 http://solarprofessional.com/article/?file=SP1_1_pg72_Fain
 
 The industry has come a long way since then, both in terms of awareness and 
 in terms of off-the-shelf flashed attachment options. There are so many 
 quality flashed attachment solutions to chose from now that I'm not sure why 
 anyone would knowingly expose themselves to a possible construction 
 negligence claim.
 
 Drive straight,
 
 David Brearley, Senior Technical Editor
 SolarPro magazine 
 NABCEP Certified PV Installer ™
 david.brear...@solarprofessional.com
 Direct: 541.261.6545
 
 On Jul 3, 2012, at 4:11 PM, Garrison Riegel wrote:
 
 The EcoFasten GF1 flashing is easy to install on a retrofit and will not 
 necessarily add any height to the rail.  If you do need to trim the 
 flashings installed around the skylight, then I would recommend adding 
 sealant to these penetrations.  We ditch the included lag and use a 5/16” 
 GRK RSS (self tapping structural screw).  The combination works great and 
 does not require a pilot hole.
  
 RSS:
 http://www.grkfasteners.com/en/RSS_1_2_information.htm
  
 GF1
 http://ecofastensolar.com/pdf/GF1%20Cutsheets.pdf
  
 Best,
  
 Garrison Riegel
 Project Manager
  
 Solar Service Inc
 [p] 847-677-0950
 [f] 847-647-9360
 www.solarserviceinc.com
  
 NABCEP Certified Solar PV and Thermal Installer™
  
  
 “There is no room for flashings. The L feet will go very close to the 
 skylights and the flashing would hit the edge of them. Plus there is an 
 existing array that was done by another installer that is done with L feet 
 only. The new array would be higher.”
  
  
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Rich Nicol
The GRK fasteners mentioned in a previous post associated with the Ecofasten 
flashing and L feet are self-drilling, but a pilot hole is still helpful in 
some instances. Very nice structural fasteners – high quality stainless, 
extremely course thread to increase pull out value and they use a T30 bit to 
drive. 

Rich

 

From: re-wrenches-boun...@lists.re-wrenches.org 
[mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Benn At 
DayStarSolar
Sent: Tuesday, July 03, 2012 6:36 PM
To: RE-wrenches
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof

 

I haven't read up on the mentioned structural screws yet, but do they 
specifically state that they can be driven without a pilot hole?  What is the 
justification and how are they different so that they won't cause a board to 
split under pressure?

Does anyone have some good info on this?

benn

Sent from a 'smart' phone, with tiny keys. Please excuse shortcuts and typos. 


On 2012-07-03, at 3:53 PM, David Brearley 
david.brear...@solarprofessional.com wrote:

+1 on the use of structural screws. We ran an article about lag screws a couple 
years ago:

 

 http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly 
http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly

 

One of the things that surprised me when I read this manuscript is how variable 
lag screws are in terms of construction and quality. Besides the convenience of 
being able to drive a structural screw without a pilot hole, the engineering 
specs are likely better documented and the manufacturing tolerances are 
probably tighter as well. 

 

FWIW: I think that using unflashed attachments in these litigious times is 
unwise. It's not consistent with best practices in the construction industry. 
It does not meet building codes. It violates the roof warranty. It makes your 
competition look good. 

 

We ran our first article on this topic 4 years ago, in our inaugural issue of 
SolarPro magazine:

 

 http://solarprofessional.com/article/?file=SP1_1_pg72_Fain 
http://solarprofessional.com/article/?file=SP1_1_pg72_Fain

 

The industry has come a long way since then, both in terms of awareness and in 
terms of off-the-shelf flashed attachment options. There are so many quality 
flashed attachment solutions to chose from now that I'm not sure why anyone 
would knowingly expose themselves to a possible construction negligence claim.

 

Drive straight,

 

David Brearley, Senior Technical Editor

SolarPro magazine 
NABCEP Certified PV Installer ™
david.brear...@solarprofessional.com
Direct: 541.261.6545




On Jul 3, 2012, at 4:11 PM, Garrison Riegel wrote:





The EcoFasten GF1 flashing is easy to install on a retrofit and will not 
necessarily add any height to the rail.  If you do need to trim the flashings 
installed around the skylight, then I would recommend adding sealant to these 
penetrations.  We ditch the included lag and use a 5/16” GRK RSS (self tapping 
structural screw).  The combination works great and does not require a pilot 
hole.

 

RSS:

http://www.grkfasteners.com/en/RSS_1_2_information.htm

 

GF1

http://ecofastensolar.com/pdf/GF1%20Cutsheets.pdf

 

Best,

 

Garrison Riegel

Project Manager

 

Solar Service Inc

[p] 847-677-0950

[f] 847-647-9360

www.solarserviceinc.com http://www.solarserviceinc.com/ 

 

NABCEP Certified Solar PV and Thermal Installer™

 

 

“There is no room for flashings. The L feet will go very close to the skylights 
and the flashing would hit the edge of them. Plus there is an existing array 
that was done by another installer that is done with L feet only. The new array 
would be higher.”

 

  _  

 

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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread Chris Mason
Thanks for the information, I really like these fasteners.
Bronze not stainless? We normally use stainless for everything. Given our
coastal location, we want to avoid corrosion.


On Tue, Jul 3, 2012 at 1:46 PM, Bill Hoffer suneng...@gmail.com wrote:

 Chris

 Bronze Star Construction Lags are what I use.  I usually use the 5/16 and
 1/4 with the most thread I can into the truss without popping out the
 other side.  I have dropped to #7 with more penetrations if the truss
 warranted it.

 http://www.screw-products.com/star-drive-construction-lag-screws.htm

 Here is their strength tests for 5/16, very comparable to lags.  I tend
 to be pretty conservative and use a 2x - 2.5x strength tests safety factor
 with almost all my fasteners, especially blind attachment to trusses.  Full
 test results are available.

 http://www.screw-products.com/specs.htm

 I have had luck with Cannon gasket for butyl or EDPM washers, use .75 dia
 outer with dia of fastener inner about .25 thick. About $.15 each for
 1000, about half that for 2500.  Can order direct online.  Buytl to me
 works better since it flows well when tightened.

 http://www.cannongasket.com/

 I believe there are several manufacturers making these types of screws
 now, so there may be other sources.

 Hope that helps!



 Bill


 On Tue, Jul 3, 2012 at 6:43 AM, Chris Mason 
 cometenergysyst...@gmail.comwrote:

 Bill,
 Can you provide a link to the product you are using - I found a lot of
 screws on that site but none called structural.

 Thanks

 Chris

 On Mon, Jul 2, 2012 at 7:08 PM, Bill Hoffer suneng...@gmail.com wrote:

 Mark

 Lags for me are old hat after using the newer structural screws.  I get
 them local from www.screw-products.com although I know there are more
 companies out there that make them for the Structural Insulation Panel
 industry.  Thinner than lags with comparable strength, they drive easy with
 no predrilling, and are less likely to blow out a truss.  Come in many
 different lengths and use a special star head with a built in washer.  I
 use thick butyl tape on the foot and a small rubber washer on the screw
 head , together they work great!  If you want a little more security a dab
 of the appropriate sealer in the foot slot before finally tightening it
 down works too.  Only way to go on corrugated metal roofs where there is no
 real option for flashing.

 Bill


 On Mon, Jul 2, 2012 at 3:40 PM, m...@hurshtown.com wrote:

 My 18V Milwaukee cordless hammer drill has no trouble driving a 5/16
 lag into anything I've ever encountered.
 If you put the lag anywhere near the middle of the rafter it won't
 split.  If it splits, it must be some cheap stuff from Home Depot.
 Only an engineer with no practical experience would insist on a pilot
 hole and the resulting reduction in holding strength.  I'm assuming the IBC
 consists of a bunch of bureaucrats that value control over common sense.
 In this instance flashing offers no benefit, and may even be
 counter-productive if incorrectly installed and it causes rain to collect
 under it.  My experience is in northern Indiana where it does rain and the
 wind does blow.  (Record 91 mph winds last Thursday.)  Less severe weather
 than Michigan, but close.
 I use the best silicone caulk Menards has to offer.  I've never worried
 about compatibility.  It definitely won't dry up and crack away like the
 black roof cement some swear by and insist on.  15+ year old silicone caulk
 is yellowed a bit but that's the only change.
 If the silicone and shingle aren't getting along, I've never heard them
 complain.

 Mark
 (Disclaimer: Portions of the preceding are the opinions of the author.)

   Original Message 
 Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 From: Dave Click davecl...@fsec.ucf.edu
 Date: Mon, July 02, 2012 10:29 am
 To: re-wrenches@lists.re-wrenches.org

 I always thought that installing lag screws was tough enough with pilot
 holes- I should hit the gym. I'm not a structural PE, but I think that
 not drilling pilot holes violates the American Wood Council's National
 Design Specs and therefore violates the IBC too. I would imagine that
 you'd be much more likely to split your trusses. IBC also requires
 flashings be used but at least around here inspectors never ask for it
 (which makes sense- as you all know, Florida never sees wind or rain,
 and definitely not at the same time). What silicone do you use that's
 compatible with asphalt shingles?

 DKC

 On 2012/7/1 21:13, m...@hurshtown.com wrote:
  In my 20 year experience of lagging down L feet on shingle roofs in
  Indiana with a good dollop of silicone caulk under the foot, I've
 never
  had an issue. No pre-drilling, just drive the lag home. Drilling a
 hole
  first is not necessary, and reduces holding strength. No reason to
 make
  a science project out of it and increase cost and labor.
 
  Mark
 
   Original Message 
  Subject: Re: [RE-wrenches] L feet no flashing

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-03 Thread toddcory

i wasn't going to enter into this discussion, but this posting prompted me. 

my most recent job was done with the assistance of the customer. he and i have 
a long working history, my being his employee some 25 years ago installing shw 
systems in the area, and now he hiring me to do his personal home's pv system.
 
he insisted on straight L foot mounting without flashings... and i have to 
agree. in the 25 to 30 years since we did those shw systems, not a single one 
has leaked. plus, the installation was at the roof ridgeline, so pv quick 
mounts wouldn't have worked anyway. we put 2 X 8 blocking in the attic between 
the trusses to acomodate the mounting bolts and used a nice fattie gob of black 
silicone on each foot, which gooshed out when tightened. the mount will easily 
outlast the roof... leak free.
 
honestly, i don't care what the ubc/ibs says. if done properly, these kinds of 
mounts are bombproof. years of experience backs this up. also, i have seen 
plenty of 'code compliant' oatey no-caulk sewer vent flashings with rotten 
rubber leaking into homes to know flashed penetrations are no panacea either.
 
todd
 
 
 
 
 
 
On Tuesday, July 3, 2012 2:53pm, David Brearley 
david.brear...@solarprofessional.com said:



+1 on the use of structural screws. We ran an article about lag screws a couple 
years ago:


[http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly] 
http://solarprofessional.com/article/?file=SP3_4_pg70_Shelly


One of the things that surprised me when I read this manuscript is how variable 
lag screws are in terms of construction and quality. Besides the convenience of 
being able to drive a structural screw without a pilot hole, the engineering 
specs are likely better documented and the manufacturing tolerances are 
probably tighter as well. 


FWIW: I think that using unflashed attachments in these litigious times is 
unwise. It's not consistent with best practices in the construction industry. 
It does not meet building codes. It violates the roof warranty. It makes your 
competition look good. 



We ran our first article on this topic 4 years ago, in our inaugural issue of 
SolarPro magazine:


[http://solarprofessional.com/article/?file=SP1_1_pg72_Fain] 
http://solarprofessional.com/article/?file=SP1_1_pg72_Fain



The industry has come a long way since then, both in terms of awareness and in 
terms of off-the-shelf flashed attachment options. There are so many quality 
flashed attachment solutions to chose from now that I'm not sure why anyone 
would knowingly expose themselves to a possible construction negligence claim.


Drive straight,


David Brearley, Senior Technical Editor
SolarPro magazine 
NABCEP Certified PV Installer ™
[mailto:david.brear...@solarprofessional.com] 
david.brear...@solarprofessional.com
Direct: 541.261.6545


On Jul 3, 2012, at 4:11 PM, Garrison Riegel wrote:




The EcoFasten GF1 flashing is easy to install on a retrofit and will not 
necessarily add any height to the rail.  If you do need to trim the flashings 
installed around the skylight, then I would recommend adding sealant to these 
penetrations.  We ditch the included lag and use a 5/16” GRK RSS (self tapping 
structural screw).  The combination works great and does not require a pilot 
hole.

 
RSS:
[http://www.grkfasteners.com/en/RSS_1_2_information.htm] 
http://www.grkfasteners.com/en/RSS_1_2_information.htm

 
GF1
[http://ecofastensolar.com/pdf/GF1%20Cutsheets.pdf] 
http://ecofastensolar.com/pdf/GF1%20Cutsheets.pdf 

 
Best,

 

Garrison Riegel
Project Manager 

 
Solar Service Inc
[p] 847-677-0950
[f] 847-647-9360
[http://www.solarserviceinc.com/] www.solarserviceinc.com

 
NABCEP Certified Solar PV and Thermal Installer™ 

 

 
“There is no room for flashings. The L feet will go very close to the skylights 
and the flashing would hit the edge of them. Plus there is an existing array 
that was done by another installer that is done with L feet only. The new array 
would be higher.” 

 





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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-02 Thread Jason Szumlanski
I've found that the Flashed L-Foot connection costs about $0.10/w on a
typical residential system, and only adds about 1/4-1/2 to the height,
which can be minimized using the slotted holes in a typical L-Foot. We need
a lot of attachments for 172 mph design wind speeds around here. Flashings
at $500 for a 5kW seems high, especially now as the percentage of the
system price increases. That being said, I would install L-Foot flashings
on my own roof - no exceptions.

On the other hand, I've seen sealed lag screw connections work with solar
pool heating systems for decades without indication of problems. A variety
of sealants were used in the old days but most recently Sikaflex 1A
(which incidentally is not indicated for asphaltic roofs) and Geocell 2300
have worked great.

My 10 cents, :)

Jason Szumlanski
Fafco Solar


On Fri, Jun 29, 2012 at 10:49 AM, jay peltz j...@asis.com wrote:

 I have had  the opportunity in the past few years to learn a lot about
 good roofing waterproofing practices according to the national roofers
 association.

 They don't agree that caulk works as the primary means of sealant, which
 is what you are doing with an L foot.

 And given that we have really good off the shelf approved flashed feet,
 why would you use anything else?

 My 2 cents,

 Jay

 peltz power


 On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

  We have used a variety of sealants over the years, and determined simple
 Henry roofing cement is the best product for use on comp roofing.
 ** **
 We also used to bend our own L-foot flashing, which we cut from standard
 Al coil stock (before all the manufactured options were available). This
 might be a good option for you in this case.
 ** **
 ** **
 ** **
 Glenn
 ** **
  *From:* re-wrenches-boun...@lists.re-wrenches.org [mailto:
 re-wrenches-boun...@lists.re-wrenches.org] *On Behalf Of *Drake
 *Sent:* Thursday, June 28, 2012 6:40 PM
 *To:* RE-wrenches
 *Subject:* [RE-wrenches] L feet no flashing in shingle roof
 ** **
 I'm quoting a job that has an existing array with L feet bolted down to a
 shingle roof with no flashings.  I want to match the height of the existing
 array.  Also some modules are being worked in around skylights where it is
 unlikely that room would be available for flashings to center over rafters.

 I've always used flashings.  Would it be completely crazy to follow suit
 of the existing array and bolt L feet straight to the shingle roof with
 good roof sealant?  If so, how would you seal it?

 Thanks,

 Drake

 

 Drake Chamberlin
 ATHENS ELECTRIC LLC
 OH License 44810
 CO license 3773
 NABCEP Certified PV



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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-02 Thread Dave Click
I always thought that installing lag screws was tough enough with pilot 
holes- I should hit the gym. I'm not a structural PE, but I think that 
not drilling pilot holes violates the American Wood Council's National 
Design Specs and therefore violates the IBC too. I would imagine that 
you'd be much more likely to split your trusses. IBC also requires 
flashings be used but at least around here inspectors never ask for it 
(which makes sense- as you all know, Florida never sees wind or rain, 
and definitely not at the same time). What silicone do you use that's 
compatible with asphalt shingles?


DKC

On 2012/7/1 21:13, m...@hurshtown.com wrote:

In my 20 year experience of lagging down L feet on shingle roofs in
Indiana with a good dollop of silicone caulk under the foot, I've never
had an issue. No pre-drilling, just drive the lag home. Drilling a hole
first is not necessary, and reduces holding strength. No reason to make
a science project out of it and increase cost and labor.

Mark

 Original Message 
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
From: Drake drake.chamber...@redwoodalliance.org
mailto:drake.chamber...@redwoodalliance.org
Date: Fri, June 29, 2012 3:09 pm
To: RE-wrenches re-wrenches@lists.re-wrenches.org
mailto:re-wrenches@lists.re-wrenches.org

Hi Jay,

There is no room for flashings. The L feet will go very close to the
skylights and the flashing would hit the edge of them. Plus there is
an existing array that was done by another installer that is done
with L feet only. The new array would be higher.



And given that we have really good off the shelf approved flashed
feet, why would you use anything else?

My 2 cents,

Jay

peltz power


On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:


We have used a variety of sealants over the years, and determined
simple Henry roofing cement is the best product for use on comp
roofing.

We also used to bend our own L-foot flashing, which we cut from
standard Al coil stock (before all the manufactured options were
available). This might be a good option for you in this case.



Glenn

*From:* 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
*Drake
*Sent:* Thursday, June 28, 2012 6:40 PM
*To:* RE-wrenches
*Subject:* [RE-wrenches] L feet no flashing in shingle roof

I'm quoting a job that has an existing array with L feet bolted
down to a shingle roof with no flashings. I want to match the
height of the existing array. Also some modules are being worked
in around skylights where it is unlikely that room would be
available for flashings to center over rafters.

I've always used flashings. Would it be completely crazy to
follow suit of the existing array and bolt L feet straight to the
shingle roof with good roof sealant? If so, how would you seal it?

Drake Chamberlin
ATHENS ELECTRIC LLC
OH License 44810
CO license 3773
NABCEP Certified PV

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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-02 Thread Andrew Truitt
For many years I installed L-feet with galvanized step flashings adhered under 
the shingle row above the penetration.  This provides a mechanical barrier and 
can be very durable if the flashing is well secured. 

- Andrew


Sent from my iPhone

On Jun 28, 2012, at 5:39 PM, Drake drake.chamber...@redwoodalliance.org wrote:

 I'm quoting a job that has an existing array with L feet bolted down to a 
 shingle roof with no flashings.  I want to match the height of the existing 
 array.  Also some modules are being worked in around skylights where it is 
 unlikely that room would be available for flashings to center over rafters.
 
 I've always used flashings.  Would it be completely crazy to follow suit of 
 the existing array and bolt L feet straight to the shingle roof with good 
 roof sealant?  If so, how would you seal it?
 
 Thanks,
 
 Drake 
 Drake Chamberlin 
 ATHENS ELECTRIC LLC
 OH License 44810
 CO license 3773
 NABCEP Certified PV
 
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-02 Thread mark
My 18V Milwaukee cordless hammer drill has no trouble driving a 5/16" lag into anything I've ever encountered.If you put the lag anywhere near the middle of the rafter it won't split. If it splits, it must be some cheap stuff from Home Depot. Only an engineer with no practical experience would insist on a pilot hole and the resulting reduction in holding strength. I'm assuming the IBC consists of a bunch of bureaucrats that value control over common sense.In this instance flashing offers no benefit, and may even be counter-productive if incorrectly installed and it causes rain to collect under it. My experience is in northern Indiana where it does rain and the wind does blow. (Record 91 mph winds last Thursday.) Less severe weather than Michigan, but close.I use the best silicone caulk Menards has to offer. I've never worried about compatibility. It definitely won't dry up and crack away like the black roof cement some swear by and insist on. 15+ year old silicone caulk is yellowed a bit but that's the only change.If the silicone and shingle aren't getting along, I've never heard them complain.Mark(Disclaimer: Portions of theprecedingare the opinions of the author.)
 Original Message 
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
From: Dave Click davecl...@fsec.ucf.edu
Date: Mon, July 02, 2012 10:29 am
To: re-wrenches@lists.re-wrenches.org

I always thought that installing lag screws was tough enough with pilot 
holes- I should hit the gym. I'm not a structural PE, but I think that 
not drilling pilot holes violates the American Wood Council's National 
Design Specs and therefore violates the IBC too. I would imagine that 
you'd be much more likely to split your trusses. IBC also requires 
flashings be used but at least around here inspectors never ask for it 
(which makes sense- as you all know, Florida never sees wind or rain, 
and definitely not at the same time). What silicone do you use that's 
compatible with asphalt shingles?

DKC

On 2012/7/1 21:13, m...@hurshtown.com wrote:
 In my 20 year experience of lagging down L feet on shingle roofs in
 Indiana with a good dollop of silicone caulk under the foot, I've never
 had an issue. No pre-drilling, just drive the lag home. Drilling a hole
 first is not necessary, and reduces holding strength. No reason to make
 a science project out of it and increase cost and labor.

 Mark

  Original Message 
 Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 From: Drake drake.chamber...@redwoodalliance.org
 mailto:drake.chamber...@redwoodalliance.org
 Date: Fri, June 29, 2012 3:09 pm
 To: RE-wrenches re-wrenches@lists.re-wrenches.org
 mailto:re-wrenches@lists.re-wrenches.org

 Hi Jay,

 There is no room for flashings. The L feet will go very close to the
 skylights and the flashing would hit the edge of them. Plus there is
 an existing array that was done by another installer that is done
 with L feet only. The new array would be higher.


 And given that we have really good off the shelf approved flashed
 feet, why would you use anything else?

 My 2 cents,

 Jay

 peltz power


 On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

 We have used a variety of sealants over the years, and determined
 simple Henry roofing cement is the best product for use on comp
 roofing.

 We also used to bend our own L-foot flashing, which we cut from
 standard Al coil stock (before all the manufactured options were
 available). This might be a good option for you in this case.



 Glenn

 *From:* 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
 *Drake
 *Sent:* Thursday, June 28, 2012 6:40 PM
 *To:* RE-wrenches
 *Subject:* [RE-wrenches] L feet no flashing in shingle roof

 I'm quoting a job that has an existing array with L feet bolted
 down to a shingle roof with no flashings. I want to match the
 height of the existing array. Also some modules are being worked
 in around skylights where it is unlikely that room would be
 available for flashings to center over rafters.

 I've always used flashings. Would it be completely crazy to
 follow suit of the existing array and bolt L feet straight to the
 shingle roof with good roof sealant? If so, how would you seal it?
 Drake Chamberlin
 ATHENS ELECTRIC LLC
 OH License 44810
 CO license 3773
 NABCEP Certified PV
 
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-02 Thread Drake

How do you flash your L feet without using a standoff?

At 07:49 AM 7/2/2012, you wrote:
I've found that the Flashed L-Foot connection costs about $0.10/w on 
a typical residential system, and only adds about 1/4-1/2 to the 
height, which can be minimized using the slotted holes in a typical 
L-Foot. We need a lot of attachments for 172 mph design wind speeds 
around here. Flashings at $500 for a 5kW seems high, especially now 
as the percentage of the system price increases. That being said, I 
would install L-Foot flashings on my own roof - no exceptions.


On the other hand, I've seen sealed lag screw connections work with 
solar pool heating systems for decades without indication of 
problems. A variety of sealants were used in the old days but most 
recently Sikaflex 1A (which incidentally is not indicated for 
asphaltic roofs) and Geocell 2300 have worked great.


My 10 cents, :)

Jason Szumlanski
Fafco Solar


On Fri, Jun 29, 2012 at 10:49 AM, jay peltz 
mailto:j...@asis.comj...@asis.com wrote:
I have had  the opportunity in the past few years to learn a lot 
about good roofing waterproofing practices according to the national 
roofers association.


They don't agree that caulk works as the primary means of sealant, 
which is what you are doing with an L foot.


And given that we have really good off the shelf approved flashed 
feet, why would you use anything else?


My 2 cents,

Jay

peltz power


On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

We have used a variety of sealants over the years, and determined 
simple Henry roofing cement is the best product for use on comp roofing.


We also used to bend our own L-foot flashing, which we cut from 
standard Al coil stock (before all the manufactured options were 
available). This might be a good option for you in this case.




Glenn

From: 
mailto:re-wrenches-boun...@lists.re-wrenches.orgre-wrenches-boun...@lists.re-wrenches.org 
[mailto:mailto:re-wrenches-boun...@lists.re-wrenches.orgre-wrenches-boun...@lists.re-wrenches.org] 
On Behalf Of Drake

Sent: Thursday, June 28, 2012 6:40 PM
To: RE-wrenches
Subject: [RE-wrenches] L feet no flashing in shingle roof

I'm quoting a job that has an existing array with L feet bolted 
down to a shingle roof with no flashings.  I want to match the 
height of the existing array.  Also some modules are being worked 
in around skylights where it is unlikely that room would be 
available for flashings to center over rafters.


I've always used flashings.  Would it be completely crazy to follow 
suit of the existing array and bolt L feet straight to the shingle 
roof with good roof sealant?  If so, how would you seal it?


Thanks,

Drake

Drake Chamberlin
ATHENS ELECTRIC LLC
OH License 44810
CO license 3773
NABCEP Certified PV



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NABCEP Certified PV
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-02 Thread Max Balchowsky
In the early days before a lot of the manufactured mounting systems became 
prominent we used a stainless rod hanger. it was 6 inches long with 4 in of lag 
and 2 inches of thread. we'd put on a fender washer and bolt, filled the hole 
with a product called through the roof - a fifty year sealant. We had used 
power strut for years as a commercial electrical contractor so we'd put strut 
between two stainless bolts and washers then use a custom t-clamp with bolt and 
a spring nut. There were no flashings, just a good seal under the washer. I've 
got dozens of systems installed like that, years old. No leaks. The important 
thing was hitting the rafter in the center and getting good torque on the bolt. 
I've come in behind other contractors over the years to fix leaks and more 
often than not they missed the rafter or were on the edge so it eventually 
became loose.

 
Max Balchowsky
Design Engineer
SEE Systems
1048 Irvine Ave Suite 217
Newport Beach, Ca. 92660
760-403-6810



 From: Drake drake.chamber...@redwoodalliance.org
To: RE-wrenches re-wrenches@lists.re-wrenches.org 
Sent: Monday, July 2, 2012 3:58 PM
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 

How do you flash your L feet without using a standoff? 

At 07:49 AM 7/2/2012, you wrote:

I've found that the Flashed
L-Foot connection costs about $0.10/w on a typical residential system,
and only adds about 1/4-1/2 to the height, which can be minimized
using the slotted holes in a typical L-Foot. We need a lot of attachments
for 172 mph design wind speeds around here. Flashings at $500 for a 5kW
seems high, especially now as the percentage of the system price
increases. That being said, I would install L-Foot flashings on my own
roof - no exceptions.

On the other hand, I've seen sealed lag screw connections work with solar
pool heating systems for decades without indication of problems. A
variety of sealants were used in the old days but most
recently Sikaflex 1A (which incidentally is not indicated for asphaltic
roofs) and Geocell 2300 have worked great.

My 10 cents, :)

Jason Szumlanski
Fafco Solar


On Fri, Jun 29, 2012 at 10:49 AM, jay peltz
j...@asis.com wrote:

I have had  the opportunity in the past few years to learn a lot
about good roofing waterproofing practices according to the national
roofers association.


They don't agree that caulk works as the primary means of sealant,
which is what you are doing with an L foot.


And given that we have really good off the shelf approved flashed
feet, why would you use anything else?


My 2 cents,


Jay


peltz power



On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:


We have used a variety of sealants over the years, and determined
simple Henry roofing cement is the best product for use on comp
roofing.

 

We also used to bend our own L-foot flashing, which we cut from
standard Al coil stock (before all the manufactured options were
available). This might be a good option for you in this case.

 

 

 

Glenn

 

From: re-wrenches-boun...@lists.re-wrenches.org 
[mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of
Drake

Sent: Thursday, June 28, 2012 6:40 PM

To: RE-wrenches

Subject: [RE-wrenches] L feet no flashing in shingle roof

 

I'm quoting a job that has an existing array with L feet bolted down
to a shingle roof with no flashings.  I want to match the height of
the existing array.  Also some modules are being worked in around
skylights where it is unlikely that room would be available for flashings
to center over rafters.


I've always used flashings.  Would it be completely crazy to
follow suit of the existing array and bolt L feet straight to the shingle
roof with good roof sealant?  If so, how would you seal it?


Thanks,


Drake 


Drake Chamberlin 

ATHENS ELECTRIC LLC

OH License 44810    

CO license 3773

NABCEP Certified PV



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Chamberlin  
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44810 
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-02 Thread benn kilburn
Mark,
You wrote, If you put the lag anywhere near the middle of the rafter it
won't split.  If it splits, it must be some cheap stuff from Home Depot.
Only an engineer with no practical experience would insist on a pilot hole
and the resulting reduction in holding strength.
Drilling a properly sized and depth pilot hole willŠ
-reduce the possibility of the rafter splitting,
-reduce further opening an existing split and
-reduce the chance of splitting a rafter when lagging directly into solid
knot that will surely split without a pilot hole
...and if the whole roof is built with the same 'cheap stuff from home
depot' then wouldn't you want to reduce the chance of every
penetration/rafter splitting and compromising the integrity of the
installation?

A properly sized pilot bit will not reduce the pullout or shear strength of
a lag bolt.  There are charts for reference for different types of wood.

 Anyone who works with wood and where splitting, structural or aesthetics
are a concern (carpenter, cabinet maker, framerŠrooftop PV installer) should
know that wood splitting is significantly reduced when a pilot hole is used.
It is a 'best practice' method.

I don't sweat over using just L-feet, because when I do I'm confidant that
I'm using an approved sealant and enough of it to make each hole I drill in
the roof leak-free, but I will not deny that a flashed roof penetration is a
superior and first choice method.

Cheers,
Benn

DayStar Renewable Energy Inc.
www.daystarsolar.ca
780-906-7807 
Certified Construction Electrician Solar Photovoltaic Systems Certified
Certificate # 0007S
HAVE A SUNNY DAY

On 02/07/12 4:40 PM, m...@hurshtown.com m...@hurshtown.com wrote:

My 18V Milwaukee cordless hammer drill has no trouble driving a 5/16 lag
into anything I've ever encountered.
If you put the lag anywhere near the middle of the rafter it won't split.
If it splits, it must be some cheap stuff from Home Depot.
Only an engineer with no practical experience would insist on a pilot hole
and the resulting reduction in holding strength.  I'm assuming the IBC
consists of a bunch of bureaucrats that value control over common sense.
In this instance flashing offers no benefit, and may even be
counter-productive if incorrectly installed and it causes rain to collect
under it.  My experience is in northern Indiana where it does rain and the
wind does blow.  (Record 91 mph winds last Thursday.)  Less severe weather
than Michigan, but close.
I use the best silicone caulk Menards has to offer.  I've never worried
about compatibility.  It definitely won't dry up and crack away like the
black roof cement some swear by and insist on.  15+ year old silicone caulk
is yellowed a bit but that's the only change.
If the silicone and shingle aren't getting along, I've never heard them
complain.

Mark
(Disclaimer: Portions of the preceding are the opinions of the author.)

 Original Message 
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
From: Dave Click davecl...@fsec.ucf.edu
Date: Mon, July 02, 2012 10:29 am
To: re-wrenches@lists.re-wrenches.org

I always thought that installing lag screws was tough enough with pilot
holes- I should hit the gym. I'm not a structural PE, but I think that
not drilling pilot holes violates the American Wood Council's National
Design Specs and therefore violates the IBC too. I would imagine that
you'd be much more likely to split your trusses. IBC also requires
flashings be used but at least around here inspectors never ask for it
(which makes sense- as you all know, Florida never sees wind or rain,
and definitely not at the same time). What silicone do you use that's
compatible with asphalt shingles?

DKC

On 2012/7/1 21:13, m...@hurshtown.com wrote:
 In my 20 year experience of lagging down L feet on shingle roofs in
 Indiana with a good dollop of silicone caulk under the foot, I've never
 had an issue. No pre-drilling, just drive the lag home. Drilling a hole
 first is not necessary, and reduces holding strength. No reason to make
 a science project out of it and increase cost and labor.

 Mark

  Original Message 
 Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
 From: Drake drake.chamber...@redwoodalliance.org
 mailto:drake.chamber...@redwoodalliance.org
 Date: Fri, June 29, 2012 3:09 pm
 To: RE-wrenches re-wrenches@lists.re-wrenches.org
 mailto:re-wrenches@lists.re-wrenches.org

 Hi Jay,

 There is no room for flashings. The L feet will go very close to the
 skylights and the flashing would hit the edge of them. Plus there is
 an existing array that was done by another installer that is done
 with L feet only. The new array would be higher.


 And given that we have really good off the shelf approved flashed
 feet, why would you use anything else?

 My 2 cents,

 Jay

 peltz power


 On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

 We have used a variety of sealants

Re: [RE-wrenches] L feet no flashing in shingle roof

2012-07-01 Thread mark
In my 20 year experience of lagging down L feet on shingle roofs in Indiana with a gooddollopof silicone caulk under the foot, I've never had an issue. No pre-drilling, just drive the lag home. Drilling a hole first is not necessary, and reduces holding strength. No reason to make a science project out of it and increase cost and labor.Mark


 Original Message 
Subject: Re: [RE-wrenches] L feet no flashing in shingle roof
From: Drake drake.chamber...@redwoodalliance.org
Date: Fri, June 29, 2012 3:09 pm
To: RE-wrenches re-wrenches@lists.re-wrenches.org

  Hi Jay,  There is no room for flashings. The L feet will go very close to the skylights and the flashing would hit the edge of them. Plus there is an existing array that was done by another installer that is done with L feet only. The new array would be higher.   And given that we have really good off the shelf approved flashed feet, why would you use anything else? My 2 cents, Jay peltz power  On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote: We have used a variety of sealants over the years, and determined simple Henry roofing cement is the best product for use on comp roofing.  We also used to bend our own L-foot flashing, which we cut from standard Al coil stock (before all the manufactured options were available). This might be a good option for you in this case.Glenn  From:  re-wrenches-boun...@lists.re-wrenches.org [mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Drake Sent: Thursday, June 28, 2012 6:40 PM To: RE-wrenches Subject: [RE-wrenches] L feet no flashing in shingle roof  I'm quoting a job that has an existing array with L feet bolted down to a shingle roof with no flashings. I want to match the height of the existing array. Also some modules are being worked in around skylights where it is unlikely that room would be available for flashings to center over rafters. I've always used flashings. Would it be completely crazy to follow suit of the existing array and bolt L feet straight to the shingle roof with good roof sealant? If so, how would you seal it?  Drake Chamberlin  ATHENS ELECTRIC LLC OH License 44810 CO license 3773 NABCEP Certified PV   ___
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-30 Thread Drake

At 06:16 PM 6/29/2012, you wrote:

Would it be possible/reasonable to add flashed mounts to the existing array?



Not without reinstalling.  There have been no problems with the 
existing array's penetrations.



Drake Chamberlin
ATHENS ELECTRIC LLC
OH License 44810
CO license 3773
NABCEP Certified PV
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-29 Thread dan
Early on I learned to fill the pre drilled hole with a non asphalt eating caulk like geo cell (Or something similar), and then used two layers of a polybutyl tape and stainless hardware. The trick is not to lag down the L-feet so tight that it smooshes out all the poly. You also need to be real careful if you need to work off the rails.. If you do (Depending on pitch), It might be a good idea to double up on L feet or use a chicken ladder (Just something to spread your weight). Good luck. dbDan BrownFoxfire Energy Corp.Renewable Energy Systems(802)-483-2564www.Foxfire-Energy.comNABCEP #092907-44


 Original Message 
Subject: [RE-wrenches] L feet no flashing in shingle roof
From: Drake drake.chamber...@redwoodalliance.org
Date: Thu, June 28, 2012 6:39 pm
To: RE-wrenches re-wrenches@lists.re-wrenches.org

  I'm quoting a job that has an existing array with L feet bolted down to a shingle roof with no flashings. I want to match the height of the existing array. Also some modules are being worked in around skylights where it is unlikely that room would be available for flashings to center over rafters. I've always used flashings. Would it be completely crazy to follow suit of the existing array and bolt L feet straight to the shingle roof with good roof sealant? If so, how would you seal it? Thanks, Drake   Drake Chamberlin  ATHENS ELECTRIC LLC OH License 44810 CO license 3773 NABCEP Certified PV   ___
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-29 Thread Glenn Burt
We have used a variety of sealants over the years, and determined simple
Henry roofing cement is the best product for use on comp roofing.

 

We also used to bend our own L-foot flashing, which we cut from standard Al
coil stock (before all the manufactured options were available). This might
be a good option for you in this case.

 

 

 

Glenn

 

From: re-wrenches-boun...@lists.re-wrenches.org
[mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Drake
Sent: Thursday, June 28, 2012 6:40 PM
To: RE-wrenches
Subject: [RE-wrenches] L feet no flashing in shingle roof

 

I'm quoting a job that has an existing array with L feet bolted down to a
shingle roof with no flashings.  I want to match the height of the existing
array.  Also some modules are being worked in around skylights where it is
unlikely that room would be available for flashings to center over rafters.

I've always used flashings.  Would it be completely crazy to follow suit of
the existing array and bolt L feet straight to the shingle roof with good
roof sealant?  If so, how would you seal it?

Thanks,

Drake 



Drake Chamberlin 
ATHENS ELECTRIC LLC
OH License 44810
CO license 3773
NABCEP Certified PV

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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-29 Thread jay peltz
I have had  the opportunity in the past few years to learn a lot about good 
roofing waterproofing practices according to the national roofers association.

They don't agree that caulk works as the primary means of sealant, which is 
what you are doing with an L foot.

And given that we have really good off the shelf approved flashed feet, why 
would you use anything else?

My 2 cents,

Jay

peltz power


On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

 We have used a variety of sealants over the years, and determined simple 
 Henry roofing cement is the best product for use on comp roofing.
  
 We also used to bend our own L-foot flashing, which we cut from standard Al 
 coil stock (before all the manufactured options were available). This might 
 be a good option for you in this case.
  
  
  
 Glenn
  
 From: re-wrenches-boun...@lists.re-wrenches.org 
 [mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Drake
 Sent: Thursday, June 28, 2012 6:40 PM
 To: RE-wrenches
 Subject: [RE-wrenches] L feet no flashing in shingle roof
  
 I'm quoting a job that has an existing array with L feet bolted down to a 
 shingle roof with no flashings.  I want to match the height of the existing 
 array.  Also some modules are being worked in around skylights where it is 
 unlikely that room would be available for flashings to center over rafters.
 
 I've always used flashings.  Would it be completely crazy to follow suit of 
 the existing array and bolt L feet straight to the shingle roof with good 
 roof sealant?  If so, how would you seal it?
 
 Thanks,
 
 Drake 
 
 Drake Chamberlin 
 ATHENS ELECTRIC LLC
 OH License 44810
 CO license 3773
 NABCEP Certified PV
 
 

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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-29 Thread benn kilburn
If you have to go down this road of not using flashed penetrations, be very
diligent.

Dan makes a couple of great pointsŠ make sure the sealant you use is
compatible (and a superior product) for the roof type you are working on,
don't over tighten as that will just damage the shingle further and don't
walk/stand directly on the rails/l-feet.

Locate your rafter, drill pilot hole, squeeze some sealant 'into' the hole
(easiest if you don't cut the hole in the sealant tube to big) and 'just the
right amount' around the hole as well so that when you install the l-foot it
evenly squishes the sealant out around all edges.

The pilot hole should be at least as long as your lag bolt but if your pilot
hole goes all the way thru the rafter then any sealant applied into the
pilot hole will be forced out the other end and not be effective, so make
sure your pilot bit and lag bolt are not greater than the
rafter+sheathing+shingle+l-foot distance.

Always keep your feet on the roof.  You can use the l-feet/rails as a
support for resting the side of you boot against, but avoid/don't cause any
undue force on the lag bolts, this will weaken them,  possibly bend them and
possibly open them up for water penetration.

Cheers,
benn
 
DayStar Renewable Energy Inc.
www.daystarsolar.ca
780-906-7807 
Certified Construction Electrician Solar Photovoltaic Systems Certified
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On 29/06/12 4:03 AM, d...@foxfire-energy.com d...@foxfire-energy.com
wrote:

Early on I learned to fill the pre drilled hole with a non asphalt eating
caulk like geo cell (Or something similar), and then used two layers of a
polybutyl tape and stainless hardware. The trick is not to lag down the
L-feet so tight that it smooshes out all the poly. You also need to be real
careful if you need to work off the rails.. If you do (Depending on pitch),
It might be a good idea to double up on L feet or use a chicken ladder (Just
something to spread your weight). Good luck. db


Dan Brown
Foxfire Energy Corp.
Renewable Energy Systems
(802)-483-2564
www.Foxfire-Energy.com http://www.Foxfire-Energy.com
NABCEP #092907-44


  Original Message 
 Subject: [RE-wrenches] L feet no flashing in shingle roof
 From: Drake drake.chamber...@redwoodalliance.org
 Date: Thu, June 28, 2012 6:39 pm
 To: RE-wrenches re-wrenches@lists.re-wrenches.org
 
  I'm quoting a job that has an existing array with L feet bolted down to a
 shingle roof with no flashings.  I want to match the height of the existing
 array.  Also some modules are being worked in around skylights where it is
 unlikely that room would be available for flashings to center over rafters.
 
  I've always used flashings.  Would it be completely crazy to follow suit of
 the existing array and bolt L feet straight to the shingle roof with good roof
 sealant?  If so, how would you seal it?
 
  Thanks,
 
  Drake 
  
  Drake Chamberlin
  ATHENS ELECTRIC LLC
  OH License 44810
  CO license 3773
  NABCEP Certified PV

 
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-29 Thread Drake

Hi Jay,

There is no room for flashings.  The L feet will go very close to the 
skylights and the flashing would hit the edge of them.   Plus there 
is an existing array that was done by another installer that is done 
with L feet only.  The new array would be higher.



And given that we have really good off the shelf approved flashed 
feet, why would you use anything else?


My 2 cents,

Jay

peltz power


On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:

We have used a variety of sealants over the years, and determined 
simple Henry roofing cement is the best product for use on comp roofing.


We also used to bend our own L-foot flashing, which we cut from 
standard Al coil stock (before all the manufactured options were 
available). This might be a good option for you in this case.




Glenn

From: 
mailto:re-wrenches-boun...@lists.re-wrenches.orgre-wrenches-boun...@lists.re-wrenches.org 
[mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Drake

Sent: Thursday, June 28, 2012 6:40 PM
To: RE-wrenches
Subject: [RE-wrenches] L feet no flashing in shingle roof

I'm quoting a job that has an existing array with L feet bolted 
down to a shingle roof with no flashings.  I want to match the 
height of the existing array.  Also some modules are being worked 
in around skylights where it is unlikely that room would be 
available for flashings to center over rafters.


I've always used flashings.  Would it be completely crazy to follow 
suit of the existing array and bolt L feet straight to the shingle 
roof with good roof sealant?  If so, how would you seal it?


Drake Chamberlin
ATHENS ELECTRIC LLC
OH License 44810
CO license 3773
NABCEP Certified PV
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-29 Thread Benn At DayStarSolar
Drake, 
This won't help with the height issue, but maybe you could trim the flashing 
where it is close to the skylights?
Or is it possible to access the underside of the roof  beside the skylight so 
you can add a spanner btwn the rafters so you can have room for the flashing? 
No answer for the height issue. But if shadowing is not an issue maybe you can 
sell it on the basis of doing it right and depending on personal preference, 
maybe the varying heights will look good/interesting/different/acceptable?!?
Cheers,
benn
Sent from a 'smart' phone, with tiny keys. Please excuse shortcuts and typos. 

On 2012-06-29, at 1:10 PM, Drake drake.chamber...@redwoodalliance.org wrote:

 Hi Jay, 
 
 There is no room for flashings.  The L feet will go very close to the 
 skylights and the flashing would hit the edge of them.   Plus there is an 
 existing array that was done by another installer that is done with L feet 
 only.  The new array would be higher. 
 
 
 And given that we have really good off the shelf approved flashed feet, why 
 would you use anything else?
 
 My 2 cents,
 
 Jay
 
 peltz power
 
 
 On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:
 
 We have used a variety of sealants over the years, and determined simple 
 Henry roofing cement is the best product for use on comp roofing.
  
 We also used to bend our own L-foot flashing, which we cut from standard Al 
 coil stock (before all the manufactured options were available). This might 
 be a good option for you in this case.
  
  
  
 Glenn
  
 From: re-wrenches-boun...@lists.re-wrenches.org 
 [mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Drake
 Sent: Thursday, June 28, 2012 6:40 PM
 To: RE-wrenches
 Subject: [RE-wrenches] L feet no flashing in shingle roof
  
 I'm quoting a job that has an existing array with L feet bolted down to a 
 shingle roof with no flashings.  I want to match the height of the existing 
 array.  Also some modules are being worked in around skylights where it is 
 unlikely that room would be available for flashings to center over rafters.
 
 I've always used flashings.  Would it be completely crazy to follow suit of 
 the existing array and bolt L feet straight to the shingle roof with good 
 roof sealant?  If so, how would you seal it?
 Drake Chamberlin 
 ATHENS ELECTRIC LLC
 OH License 44810
 CO license 3773
 NABCEP Certified PV
 
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Re: [RE-wrenches] L feet no flashing in shingle roof

2012-06-29 Thread Jesse Dahl
Would it be possible/reasonable to add flashed mounts to the existing array?  

Jesse 

Sent from my iPhone

On Jun 29, 2012, at 2:42 PM, Benn At DayStarSolar b...@daystarsolar.ca wrote:

 Drake, 
 This won't help with the height issue, but maybe you could trim the flashing 
 where it is close to the skylights?
 Or is it possible to access the underside of the roof  beside the skylight so 
 you can add a spanner btwn the rafters so you can have room for the flashing? 
 No answer for the height issue. But if shadowing is not an issue maybe you 
 can sell it on the basis of doing it right and depending on personal 
 preference, maybe the varying heights will look 
 good/interesting/different/acceptable?!?
 Cheers,
 benn
 Sent from a 'smart' phone, with tiny keys. Please excuse shortcuts and typos. 
 
 On 2012-06-29, at 1:10 PM, Drake drake.chamber...@redwoodalliance.org 
 wrote:
 
 Hi Jay, 
 
 There is no room for flashings.  The L feet will go very close to the 
 skylights and the flashing would hit the edge of them.   Plus there is an 
 existing array that was done by another installer that is done with L feet 
 only.  The new array would be higher. 
 
 
 And given that we have really good off the shelf approved flashed feet, why 
 would you use anything else?
 
 My 2 cents,
 
 Jay
 
 peltz power
 
 
 On Jun 29, 2012, at 5:16 AM, Glenn Burt wrote:
 
 We have used a variety of sealants over the years, and determined simple 
 Henry roofing cement is the best product for use on comp roofing.
  
 We also used to bend our own L-foot flashing, which we cut from standard 
 Al coil stock (before all the manufactured options were available). This 
 might be a good option for you in this case.
  
  
  
 Glenn
  
 From: re-wrenches-boun...@lists.re-wrenches.org 
 [mailto:re-wrenches-boun...@lists.re-wrenches.org] On Behalf Of Drake
 Sent: Thursday, June 28, 2012 6:40 PM
 To: RE-wrenches
 Subject: [RE-wrenches] L feet no flashing in shingle roof
  
 I'm quoting a job that has an existing array with L feet bolted down to a 
 shingle roof with no flashings.  I want to match the height of the 
 existing array.  Also some modules are being worked in around skylights 
 where it is unlikely that room would be available for flashings to center 
 over rafters.
 
 I've always used flashings.  Would it be completely crazy to follow suit 
 of the existing array and bolt L feet straight to the shingle roof with 
 good roof sealant?  If so, how would you seal it?
 Drake Chamberlin 
 ATHENS ELECTRIC LLC
 OH License 44810
 CO license 3773
 NABCEP Certified PV
 
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[RE-wrenches] L feet no flashing in shingle roof

2012-06-28 Thread Drake
I'm quoting a job that has an existing array with L feet bolted down 
to a shingle roof with no flashings.  I want to match the height of 
the existing array.  Also some modules are being worked in around 
skylights where it is unlikely that room would be available for 
flashings to center over rafters.


I've always used flashings.  Would it be completely crazy to follow 
suit of the existing array and bolt L feet straight to the shingle 
roof with good roof sealant?  If so, how would you seal it?


Thanks,

Drake

Drake Chamberlin
ATHENS ELECTRIC LLC
OH License 44810
CO license 3773
NABCEP Certified PV
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