as a builder, distributor and insuldeck technical consultant/rep i would agree that exposed concrete slabs on an icf roof deck may not be a good choice in COLD climates. luckily that is were hurricanes or tornados are less of a concern, allthough joplin and other disasters have changed that perception. my opinion is not professional or sientific, but i would suspect concrete mass, once cooled down in northern winter temperatures will eventually draw a lot of heat out of the conditioned space, despite several inches of eps below the deck joists.
that is why we have successfully installed our panels on roofs without pouring the slab, utilizing the panel joists to create a concrete roof frame in conjunction with ridge/hip beams. this allows for any depth joist with eps inbetween (hi-hats can be added for more R-value) and a conventional sheated roof can be applied over it with concrete fasteners and sleepers, if a ventillated ( i believe they call it "cold roof") is desired.
insulation needs to be applied under and around the supporting beams (can be steel or concrete, or full walls). this makes for a fairly tight envelope, protects better than a framed/trussed roof in storm situations, and provides the ability for roofing geometry and look as needed. its also easier to finish the concrete just by screeding it flush with the panel, without having to worry about a clean slab finish on a steeper pitch.
added: eps panels such as retro, insofast or knockdown type panels can be added on top below the sheating, when needed.
i invite the engineers and experts to comment here, but i suspect the roof snow load capacity or resistance to negative uplift pressure is higher for a concrete to concrete reinforced connection than a strapped wood to wood connection.
anyone looking for more info please email me.
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