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:
Larry Sherman is a non-member guest and is in no way affiliated with InterNACHI or its members.
Hello all:
I am about to start a large project (for me anyway) and I need some advice. I will be vaulting a ceiling in a kitchen extension (12 x 12, 6/12 roof slope, 3 foot soffits on both sides, 2x6 framing of existing roof). The current ceiling height is 8 and the space above the ceiling (at the ridge) is approximately 4. Questions:
The ceiling will be covered in sheetrock and the collar ties will be enclosed, wiring and HVAC will go through the collar tie area and be covered by the sheet rock. I have attached a few pics. Is there anything Im missing or anything else I need to know? Thanks |
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#2
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Hi Larry,
A rafter tie is located in the lower third of the roof framing to prevent rafter/wall spreading. A collar tie is located in the upper third of the roof framing and holds the rafter down to the ridge. Most people undertaking a project like yours would benefit from an engineers/architects assistance. Was there a previous fire in the attic area? Others may have more input. InterNachi Awards Portal: http://co.nachi.org/inachiawards/ ____________________________________________ "An Education, not just an Inspection" Larry Kage, CMI Lake Ann (Traverse City), Michigan 49650 231 929 3525 Professional Inspector serving the Traverse City, Michigan area and beyond.
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#3
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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.
The walls of that addition are partly kept from spreading by the end wall, and the main house wall. All you'd have to do is tie the middle of the wall, maybe with 2 steel bars fastened from top plate to top plate. You certainly don't need a rafter tie every 16 inches, because the top plate of the walls acts as a horizontal beam to help resist the rafter thrust. You could also run 2x4's or 2x6's across the space instead of rods, and you can then install your track lighting on top of them and bounce the light off the ceiling, which will give you excellent lighting. In a space that small, I'd use 2x4's. Another trick I've used is to use a deeper tie, maybe 2x6 or even 2x8, but cut the bottom in a gentle curve from zero near the ends to maybe 1 1/2 inches up at the center. It looks sensational.
For the record, your ridge is not at all structural; it's basically just a nailer. Then you can place the rafter ties where they belong and use that space for whatever you need. However, you probably should screw 2x4's to the bottom of each rafter, so you have enough room for at least R-19 or R-21 insulation, and preferably R-30. And you should install soffit vents and a ridge vent. Without ventilation you're risking two things: possible mold, and possible ice dams resulting in roof leakage. A good local architect would probably be a good investment for you. Hunt for a low-key architect who specializes in additions and alterations. He or she can advise you on structure, insulation and ventilation. Last edited by Richard A. Hetzel; 12/29/08 at 11:55 AM.. Reason: I had afterthoughts. =) |
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#4
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Richard is right about the ties.
Larry, if you have to ask questions like these, you should have somone more experienced running the job. Kenton Shepard, InterNACHI member # 04082383 Certified Master Inspector (CMI) InterNACHI Director of International Development Director of Green Building EXPERT WITNESS SERVICE Conventional and Log homes (303) 717-8940
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#5
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Bite me, Kenton!..you knew it had a fire? Oh, that Larry... Never mind. InterNachi Awards Portal: http://co.nachi.org/inachiawards/ ____________________________________________ "An Education, not just an Inspection" Larry Kage, CMI Lake Ann (Traverse City), Michigan 49650 231 929 3525 Professional Inspector serving the Traverse City, Michigan area and beyond.
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#6
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Quote:
Kenton Shepard, InterNACHI member # 04082383 Certified Master Inspector (CMI) InterNACHI Director of International Development Director of Green Building EXPERT WITNESS SERVICE Conventional and Log homes (303) 717-8940
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#7
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Please Note:
Larry Sherman is a non-member guest and is in no way affiliated with InterNACHI or its members.
No, there was no fire in the attic. The black marks on the wood were from using a sawz all to cut through the roof shealthing with the asphalt shingle still attached.
A structural engineer will be on site tomorrow to determine what course to take to vault the ceiling. |
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#8
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Quote:
Quote:
Let us know how it turns out. InterNachi Awards Portal: http://co.nachi.org/inachiawards/ ____________________________________________ "An Education, not just an Inspection" Larry Kage, CMI Lake Ann (Traverse City), Michigan 49650 231 929 3525 Professional Inspector serving the Traverse City, Michigan area and beyond.
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#9
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Please Note:
Larry Sherman is a non-member guest and is in no way affiliated with InterNACHI or its members.
Ok - here's what I found, please see prior pictures for clarity.
The RAFTER ties are 2 x 6's and apparently sit on the exterior walls, the rafters themselves tie into the rafter ties. So, there is no (or very little) outward stress on the exterior walls. My thought to vault the ceiling would be to get a "microlaminate" beam, place it below the ridge and construct a double 2 x 8 header above the existing back windows to support the "microlaminate" beam, tie the other end of the beam in to the existing doubled 2 x 12 header that is there and use Teco's to tie the rafters into the exterior walls. COLLAR ties (Bolted) would also be used as ADDITIONAL support. I will clear this with my structural engineer - just curious of your thoughts. Thanks Last edited by Larry Sherman; 1/8/09 at 2:19 AM.. |
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#10
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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.
What would support the 2-2x8 header? It needs a complete load path to the earth.
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