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Structural Inspections Contains discussions about the structural portion of a home inspection. This includes foundations, framing, etc.

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  #1  
Old 6/30/09, 8:36 AM
Wayne B. Wilson's Avatar
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Default ANy thoughts of this attic

Did this one yesterday, Supports are mounted on 2x2 truss and some are on the decking. I called it out and just waiting for the stuff to hit the fan.
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  #2  
Old 6/30/09, 8:38 AM
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Default Re: ANy thoughts of this attic

BTW is is a old double wide
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Old 6/30/09, 8:43 AM
Larry D. Kage Larry D. Kage is offline
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Default Re: ANy thoughts of this attic

I'm sure that the old manufatured 2x2 trusses aren't designed for that additional weight.

At least they have nice pipe hangers.



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Old 6/30/09, 11:50 AM
Darren Spencer Darren Spencer is offline
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Default Re: ANy thoughts of this attic

Keep it simple...Recommend buyer obtains permit and structural engineered plans from owner.




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  #5  
Old 6/30/09, 12:25 PM
jkogel jkogel is offline
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Default Re: ANy thoughts of this attic

Even if the trusses were ok, the way the supports are nailed alongside the rafters at the top is wrong. I wouldn't want that mess in my attic.
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Old 6/30/09, 2:09 PM
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Default Re: ANy thoughts of this attic

Ok thats what already did, Other side said it was done by a builder, I asked for a engineer. and as far as permits this county ,well do not have a such a animal.
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Old 6/30/09, 11:31 PM
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Default Re: ANy thoughts of this attic

If the bottoms of those rafters are tied to the 2x2 trusses, then a rafter tie exists and the framed roof should be self-supporting and not dependent upon the underlying truss roof for support That said, some of the load will probably be transferred throgh the vertical 2x4 braces.

The strength of the rafter tie will be important, because if the truss bottom chords are 2x2 the rafter/truss connection can't be more than 2 or 3 nails at best, especially sind the heel height of a 2x2 tyruss at the ext. wealls must be about 3". Standard nailing schedule rafter to rafter tie is 5-16d.

If the bottom chords are spliced, the strength of the rafter tie also depends on the rating of the gangnails that connect the bottom chords at the splices.

Collar ties appear to be more or less properly installed (aside from being out-of-level and short-nailed), which is a good sign. Looks to me like it was at least a carpenter.

Right call, though.




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Last edited by kshepard; 6/30/09 at 11:35 PM..
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Old 6/30/09, 11:39 PM
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Default Re: ANy thoughts of this attic

Thanks Kenton. I figure CYA
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Old 6/30/09, 11:47 PM
mmurphy4 mmurphy4 is offline
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Default Re: ANy thoughts of this attic

So was it a contest to see who could build the tallest double wide? Dont really see why they would add the extra roof, unless storage space is at a premium.



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  #10  
Old 6/30/09, 11:50 PM
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Default Re: ANy thoughts of this attic

LOL well you might me a redneck if
you put a second floor on your trailor
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