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Fire penetrationWhat is the problem?
Why would that be? The example of the above ground model is about a foot to the right.That style of rubber coupling is only listed for underground use.
I infer (could be wrong) it's because the full metal shield is required for lateral and axial stiffness. In an underground application, if properly backfilled the coupling is supported along its entire length. And in that application the ability to accommodate a small amount of deflection is perhaps a plus rather than a minus. Although shielded versions of the underground style of coupling are also available, and I'm not sure when it appropriate to choose one or the other.Why would that be? The example of the above ground model is about a foot to the right.
I learn something almost every day on this forum. Can you post something that I can use to show to contractors to prove this?That style of rubber coupling is only listed for underground use. The above ground style has a full metal shield and is typically just 2" long.
Cheers, Wayne
Looks like PA has adopted the plumbing sections of the IRC. So then the reference for joints between different materials would would be IRC P3003.13 or IPC 705.16, as applicable. Or for the UPC the reference is UPC 705.10I learn something almost every day on this forum. Can you post something that I can use to show to contractors to prove this?
You would be correct.Without knowing the whole story, I would think that pipe penetrating the floor system should be noncombustible, tiightly fit, and fire stopped with an appropriate material.
What makes you think that it was fixed?@ @ = @ @
Rembo, can you please post some pics. of "the
fix", after everything has been corrected to a
compliant condition ?..........Thanks !
@ @ + @ @
I won't be the one inspecting it so I can't guarantee pics.@ @ = @ @
Rembo, can you please post some pics. of "the
fix", after everything has been corrected to a
compliant condition ?..........Thanks !
@ @ + @ @
Canuck chiming in, but you can have combustible drain pipe penetrating a fire-rated assembly in a number of ULC-accepted fire-stop systems. The system invariably features a fire stop collar.Without knowing the whole story, I would think that pipe penetrating the floor system should be noncombustible, tiightly fit, and fire stopped with an appropriate material.
Part of the repair will be a fire stop collar in addition to grouting the very large opening.Canuck chiming in, but you can have combustible drain pipe penetrating a fire-rated assembly in a number of ULC-accepted fire-stop systems. The system invariably features a fire stop collar.
If it is done correctly, would there be an intumescent collar on both sides of the repair? What's going to hold the patch in place? In high rise construction an architect is usually the one to choose a fire stop method..Part of the repair will be a fire stop collar in addition to grouting the very large opening.
Would you accept multiple layers of Type X sheet rock and fire caulking the annular spaces at each layer?in addition to grouting the very large opening.
If submitted by an engineer that has a specialty license as a threshold inspector.Would you accept multiple layers of Type X sheet rock and fire caulking the annular spaces at each layer?