International Association of Certified Home Inspectors
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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
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Please Note:
Marlys Gwaltney is a non-member guest and is in no way affiliated with InterNACHI or its members.
I have a 24' x 24' garage that has homemade trusses set 4' on center. The trusses span the width of the garage and have an M setup. I'm sorry I don't know the name of the this type of truss. The trusses are all 2x4 construction. I need to insulate and turn the garage into a workable workshop, but am worried about the structural integrity by adding more weight to the ceiling with drywall and insulation and nailing surfaces for the drywall. I have had suggestions of running 2x4s perpendicular to the trusses to provide a nailing surface for the drywall and another suggestion of building more homemade trusses so that they will be on all the rafters and be 2' on center. Please offer any help that you can.
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#2
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it does sound like your roof structure is fairly light, I would have to suggest that you engage a structural engineer or Architect to assess the current roof framing and design suitable strengthening to meet your needs. Sorry not be able to help more but what your asking is an engineering issue which home inspectors are not qualified to comment on. Regards Gerry "To realize our true destiny, we must be guided not by a myth from our past, but by a vision of our future." (Mark B Adams) Commercial property Inspection Tampa, Orlando, Sarasota, Jacksonville, Ft Launderdale, Miami, Florida. NACHI cell 484-429-5466 NACHI02121106 |
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#3
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Good advice Gerry.
I might add that it sounds less than 50 percent adequate. Even if you had 2 ft on center, it would not be right if you use homemade trusses. You can not easily construct any truss connector system to match the ones used in the truss factories. I inspected an old carport once that had very heavy duty looking homemade trusses. They had sagged very badly over the years due to lack of proper construction. The weight of the lumber itself was part of the problem. B.A. King Home Inspections, LLC www.BAKingHomeInspections.com Serving Charlotte NC area and Rock Hill SC areas. CMI Certified Master Inspector and Independent License NC2449 and SC1597 704 301-3207 "Discovery consists in seeing what everyone else has seen and thinking what no one else has thought." - Albert Szent-Gyvrgyi, Nobel Prize for Medicine 1937 |
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#4
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Think he could go with a floating ceiling?
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#5
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Please Note:
Richard A. Hetzel is a non-member guest and is in no way affiliated with InterNACHI or its members.
Floating on what??
There is no way, without seeing the trusses and noting every small detail, that their carrying capacity can be determined. We don't even know what region you are located in, so we don't know what live load (snow load) to use. This is definitely a job for a local structural engineeer, and certainly not for any forum member anywhere, not just here. |
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#6
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Please Note:
Marlys Gwaltney is a non-member guest and is in no way affiliated with InterNACHI or its members.
Thanks for your input. There is no obvious sagging, cracks, flaws or visible verification that the trusses are inadequate. The garage is about 7 years old and has been subjected to moderate snowfalls/hail/wind in Kansas. In transforming this from a mere garage to a workshop, the main worry has always been that I would decrease the structural integrity of the building. I appreciate the replies and was hoping (really hoping) for a quicker and cheaper fix than what has been running through my head. Alas, it seems that a call to a structural engineer and contractor may be my only course of action. Thanks again for your replies.
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