LARGEST sip
Last Post 15 May 2012 07:09 AM by cmkavala. 12 Replies.
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ICF372User is Offline
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07 May 2012 09:21 AM
What is the largest sip panel?

How thick can the foam be?

What about Arched sips wall/roof combo's?

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Eldon Howe<br>Howe Construction

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<br><br>Total Concrete Homes provide positive cash flow , DAY ONE .
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09 May 2012 06:33 AM
Eldon, the largest I have ever seen or been envolved with are 8' x 24' and 46" x 54' x 12", I have been involved with arched sips that need to be built in a custom form, it is not an economical ordeal
Chris Kavala<br>[email protected]<br>1-877-321-SIPS<br />
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10 May 2012 05:53 PM
The largest SIPs are Metal SIPs and their length tops out at what can fit safely on a 53ft semi truck. The thickness is limited by how wide the SIP making machinery and presses can be opened up which is usually 10-12 inches. Arched SIPs are a completely custom item and the ones I've witnessed being made required custom formwork/molds and are hand built.
Building Designer PANELfusion, LLC Tampa, FL [email protected] "Metal SIP Advocate"
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10 May 2012 05:57 PM
Simon; I have shipped 54 foot to Texas by using a 54 foot trailer with no head board, you can slide the panels forward 1 foot and still be legal. I also know of 60 foot panels being built and shipped with special permit
Chris Kavala<br>[email protected]<br>1-877-321-SIPS<br />
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10 May 2012 08:16 PM
Posted By cmkavala on 10 May 2012 05:57 PM
Simon; I have shipped 54 foot to Texas by using a 54 foot trailer with no head board, you can slide the panels forward 1 foot and still be legal. I also know of 60 foot panels being built and shipped with special permit

If a roof span is 42 feet (ridge beam to wall w/overhang), would it be better to just do TWO panels at 21 feet each instead of one huge 42 long panel? The two panels could attach/meet at a beam that spanned that 21 foot section.




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10 May 2012 09:44 PM

Kingspan has a certain way they join two panels to cover a long span.

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10 May 2012 09:51 PM
Posted By Lbear on 10 May 2012 08:16 PM
Posted By cmkavala on 10 May 2012 05:57 PM
Simon; I have shipped 54 foot to Texas by using a 54 foot trailer with no head board, you can slide the panels forward 1 foot and still be legal. I also know of 60 foot panels being built and shipped with special permit

If a roof span is 42 feet (ridge beam to wall w/overhang), would it be better to just do TWO panels at 21 feet each instead of one huge 42 long panel? The two panels could attach/meet at a beam that spanned that 21 foot section.






It is stronger to do one panel and requires less fasteners
Chris Kavala<br>[email protected]<br>1-877-321-SIPS<br />
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11 May 2012 06:08 AM
4 men carrying a 41 ft. SIP
Chris Kavala<br>[email protected]<br>1-877-321-SIPS<br />
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11 May 2012 06:47 AM
Posted By cmkavala on 10 May 2012 09:51 PM


It is stronger to do one panel and requires less fasteners

Let's say one was going to attach that 42' long SIP at the 21' mark anyways since there is a ceiling/roof glulam beam there. So there would be 3 attachment points (ridge, 21' span, outerwall). I don't understand how one 42' long SIP is stronger than two 21' long SIPs, on the same span area.

Please help me understand??
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11 May 2012 04:32 PM
Posted By Lbear on 11 May 2012 06:47 AM
Posted By cmkavala on 10 May 2012 09:51 PM


It is stronger to do one panel and requires less fasteners

Let's say one was going to attach that 42' long SIP at the 21' mark anyways since there is a ceiling/roof glulam beam there. So there would be 3 attachment points (ridge, 21' span, outerwall). I don't understand how one 42' long SIP is stronger than two 21' long SIPs, on the same span area.

Please help me understand??



Lbear; With most construction materials, a single component is usually stronger than a two piece………………………….
For example: on a standard roof or floor sheathing deck the week point is where the two sheets of plywood butt and are fastened on a framing member.
Common and good constructions practice is to offset and stagger the joints every 4 ft., so as to help overcome all the weak points occurring on one member.
An 8” SIP with a 20# load will span 22.43 feet when connected at two points, when a longer panel is connected at 3 points the maximum allowable span becomes 26.22 feet , or if spanned less would increase the maximum load
Chris Kavala<br>[email protected]<br>1-877-321-SIPS<br />
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11 May 2012 06:03 PM
A structural member can usually span further if it is multi spanned rather than singlely spanned because each span assists/counteracts the others loading. For instance, in a double spanning member with three supports, the center support becomes kind of a fulcrum point and a downward load on one side becomes an upward force on the other to a degree, allowing that member to span further. A single spanning menber doesn't have the advantage of the counter loading.
Building Designer PANELfusion, LLC Tampa, FL [email protected] "Metal SIP Advocate"
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15 May 2012 03:00 AM
How does one poke vent holes in a metal SIP roof?


cmkavalaUser is Offline
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15 May 2012 07:09 AM
Posted By Lbear on 15 May 2012 03:00 AM
How does one poke vent holes in a metal SIP roof?





The same as with any other roof
...a hole saw
Chris Kavala<br>[email protected]<br>1-877-321-SIPS<br />
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