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I just won't to let everyone know that I will start packing all the rolling stock passenger cars and engines in a day or so. I lost 9 of the 12 roof trusses in my garage and have a 3or4 inch sag in 80% of the structure. The table must come down……  I will join in with forum topics time to time but not that much.  So I wish everyone a great summer and hope to see you in the fall…….. I will miss you all…..

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I hope insurance covers your structural repairs.  Feel free to join the ranks of the multitudes like myself who love to participate in the forum and yet not much than a 4 x 8 slab to run things on.  Taking down the table to repair the structure seems like the only logical move based on your description.  Good luck

First, let me say thank's to all you gentleman for the support. It truly helps. This Garage is mine and my sons pride and joy we built it for our trains. Permits, engineered trusses from Wicks Lumber Co. town inspection built in 2005 and now, well. 9 of 12 trusses failed when this time last year they were fine…….. I will let you all know what my insurance company say's. 

Maybe you should see what Wick's Lumber Company's insurance has to say.  I'm not an engineer by any stretch of the imagination but my guess is those trusses should be good for more than 9 or 10 years.  I'm certainly no lawyer either but you might want to search the WEB and see if there were any recalls/complaints regarding the company that manufactured the trusses if other than Wicks Lumber Company.  You may want to contact an attorney that is experienced in the area of building engineering and building materials to see what he may have to say as well.  Most will charge an small "consultation fee" to determine if your complaint has merit to proceed accordingly.  You owe it to yourself and your sons to explore ALL of your options.  Stay The Course.

 

God Speed,

Chief Bob (Retired)

1 - Sorry to hear that happened to you.

2 - Get off the forum and get those trains in a safe place.

3 - I will stay out of the roof truss mess, but I would like to point out, your neighbor's willow tree could break off a limb and hit your garage too. Don't ask how I know. No trains in it, just two cars, lawn mower, snow blower.

 

My best guess is get some Stearilte clear plastic bins from Walmart and start putting trains in them as soon as possible. Packing up trains is a chore. Sounds like real work.

As puffrbelly stated above, if they were engineered trusses I would think the company doing the engineering would have some liability if they fail? Sounds logical to me anyway, but I am no engineer or lawyer wither. Might be a good idea check out that option though.

 

Sorry, didn't see your post about the lumber co going out of business. You must have posted while I was writing this. That is a shame and even more bad luck.

Last edited by rtr12

What were the snow loads like this year? There may have been nothing wrong with the trusses. Overloading can be a very real cause of premature failure.

 

Best case, replace the entire roof system. However, if the failure was due to loading, replacement with the same design may not be prudent. Regardless of code requirements, it may be worth your while to reconsider pitch, cord sizing, and truss configuration. There's nothing against the rules about over-building.

 

If there is a PE stamped design for the roof, liability may fall back on the engineer if the design did not meet minimum code requirements. Snow load is a design criteria.

 

As for your lumber company, they probably bought those trusses from a third party manufacturer.

Last edited by Gilly@N&W
Originally Posted by Gilly@N&W:

What were the snow loads like this year? There may have been nothing wrong with the trusses. Overloading can be a very real cause of premature failure.

 

Best case, replace the entire roof system. However, if the failure was due to loading, replacement with the same design may not be prudent. Regardless of code requirements, it may be worth your while to reconsider pitch, cord sizing, and truss configuration. There's nothing against the rules about over-building.

 

If there is a PE stamped design for the roof, liability may fall back on the engineer if the design did not meet minimum code requirements. Snow load is a design criteria.

 

As for your lumber company, they probably bought those trusses from a third party manufacturer.

Stephen,

 

Yes, that happened to us the winter of 1995-96.  We had 40 inches of wet snow on top of a vaulted ceiling.  The peak beam, I don't know the correct construction term, had been scabbed together when constructed.  The peak started to sag at that scab.  Our contractor said there was a new laminated beam available that would stretch the gap.  Our insurance adjuster said she was supposed to replace as built.  The contractor was able to convince her it would be better to use the new beam, then this could never happen again.  the adjuster pushed it through for the insurance company to pay for the big beam.

 

Maybe some of this information would be helpful in your situation.

Gilly I would hope that the claims adjuster can tell me what went wrong. We did get a bit of snow this season but nothing that told me to clear my roofs nor did I see any homes in my area clearing a roof. I'am in the Hudson Valley right near the Poughkeepsie Train Bridge over the Hudson River ( it's now a walking path) and I been here over thirty years I was a Supt. of Bldg. and Grounds for a large school district with over half million sq. ft. of flat roofs never had a problem. I just have a gut feeling that they failed…….

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