08-13-16, 11:44 AM | #31 |
Helper EcoRenovator
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Roughly crunching the numbers on this plug-in kit, I get 1752 kWh of generation per year, which is worth about $175. That gives an 8.5-year payback period- not even considering tax credits. That sounds acceptable.
https://www.amazon.com/Readymade-Inv...1H5NT386XEDJPJ |
08-13-16, 01:49 PM | #32 |
Supreme EcoRenovator
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Not too bad of a deal at 1500 dollars plus shipping for a 500 watt knockoff setup, if you can't be bothered with details. Wiring, hunting down parts, assembling and such all take effort. Trade effort for over a dollar a watt if it suits you. Not all of us are handy. Payback takes longer, though. This is a good example of sweat equity and its real value.
I myself would rather have top-shelf parts for less and do some hours of manual labor... |
08-13-16, 02:54 PM | #33 | |
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Quote:
I don’t think it is worth it at all. As Jeff said you can do some research and get good equipment that meets code and get a tax credit inspected and insurance will still cover fire.
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08-13-16, 11:28 PM | #34 |
Supreme EcoRenovator
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I looked in your region on CL and found some typical deals:
PRICE REDUCED!! U.S. Made 315w solar panels Trina 270 watt solar panels Looks to me like $140-150 per panel is the going rate in your area... You can buy a lot of inverter and electrician for $1000. |
The Following User Says Thank You to jeff5may For This Useful Post: | ME_Andy (08-13-16) |
02-21-17, 08:14 PM | #35 |
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Have you noticed any difference in having the 250 vs the 210 ?
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04-15-17, 12:47 AM | #36 |
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John (or anybody else), do you have any advice/links to the requirements for a solar installation in Austin? I'm thinking about a gazebo with solar in the back yard. I'm not sure if that's going to require a structural analysis, etc.
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04-15-17, 07:16 PM | #37 | |
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When it came to the structural portion of my PV permit, I simply had to follow the diagrams and material call outs very specifically on my structural engineering drawings. Having a signed and sealed set of structural engineering drawings in my permit plans, the structural inspector from the building department simply inspects to see that you follow the engineers plans to the letter. If it says use two 3-1/2"x5/16" lag bolts per bracket, you better have two bolts. If the plans say the bolts should go into the roof truss, the inspector should crawl through the attic looking for any bolts that missed trusses, and there shouldn't be any... |
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The Following User Says Thank You to where2 For This Useful Post: | ME_Andy (04-16-17) |
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