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Hello - Single faced ICF


james ivett

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Hello,

 

Thank you for allowing me to join this community.  We have some interesting project coming up so wanted to pick a few brains on alternative methods of build, as well as hopefully returning the favour with my experience following my 16 years of experience in the construction industry with 8 years dedicated to ICF.

 

One of the projects we are designing is a 4/5 story carbon neutral, built for purpose office block on stilts (as it is in a flood zone). ICF was originally specified for the walls during planning phase to achieve the best thermal performance, air tightness, security and acoustics outlined in GBS's Sustainability SPD and client brief. This was also backed up by our sustainability consultant.

 

Over the last year of waiting for planning permission, the client has taken a liking to the single faced ICF system (based on aesthetics) and the Architect seem to prefer the more traditional methods with steel frame with light weight metal stud, sheathing, cladding railing system and all the insulation/membranes/tapes/etc.

 

In my opinion, I feel like we will struggle to achieve the above requirements outlined in the SPD with steel frame while the RC frame/ICF will provide these properties inherently. The only negative I can think of for the ICF although will be a heavier build and therefore more piles/thicker caps.

 

If anyone has had any experience achieving almost passive standards with Steel frame/light weight metal stud and possibly also has ICF experience to compare the two, it would be greatly appreciated?

 

Also, I was hoping to see if anyone has had any experience with the 'off the shelf' single faced ICF systems (Nudura/Integraspec) as well as potentially using systems like Quad-Lock that don't offer a single faced solution but could easily adapted to do so. (Fixings 8'x4' ply sheets too the ties at 12" H&V centres). The main reason for trying to "re-invent the wheel", is mainly cost of the material, cost of importing the smaller/expensive sections of pre-drilled wood from Canada and also speed of build. I am however, concerned about how well the wall will hold with pour heights of ~3m.

 

 

Many thanks, James

 

(Note, I will also add this to the correct page, without the introduction. Thanks again)

07 - Render Court Rear 50mm WC.jpg

04 - Render Court Front 25mm WC.jpg

Edited by james ivett
Grammer corrections
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