Posted By WildLines on 15 Mar 2011 09:22 PM
Thank You Dana.
Mind if I ask your back ground or how you have this knowledge?
One builder said to not use and 2lb/Closed Cell in the house, he said mold will form between the foam and block as the moisture moves through the CMU. Everything I read is the foam is not a food source for mold, but not sure if it will grow on the block?I
They also recommended not using the closed cell in the wall cavaties for the same reason.
I really think closed cell is fine from a mold standpoint and I would prefer to use the 2ld closed cell on the CMU & Wall Cavaties, & roof so that I get the higher R value and the increased strength.
Thoughts?
Me? I just make it up as I go along!

My degrees are in math & physics, but my family was in the construction biz for decades. (I'm currently working as an electrical engineer, not building.) I've followed/studied the moisture and thermal issues related to construction methods in buildings since I was working the family biz back in the 1970s. (I guess I'm not a kid anymore?

) I play around with WUFI and other when optimizing a stackup, but that's only for fine-tuning it. There are plenty of internet sources for details of why/how stuff works (or doesn't) in a particular climate. (The Building Science Corp has many decently written briefs with pretty pictures and explanations on their website.) The US National Laboratories also have lots of information and tools that makes quick-estimates easy. (eg: the
ORNL Whole Wall R Calculator by which you can determine the effect of exterior foam or stud spacing on whole-wall R, thermal bridging included.) I'm also a spec-nerd- I look stuff up (and often), particularly when something doesn't sound quite right relative to my experience or physical intuition. (I aced thermodynamics and managed to graduate with honors on the physics degree, not that I've ever resorted to the real math on building-related stuff. But I have a pretty good handle on how water behaves and how heat transfer works, etc.) For issues specifically related to a FL climate searching the
Florida Solar Energy Center archives results in a lot of well-documented building-science material.
On the interior CMU walls, consider using 2lb Icynene (product name MD-R-200) which has about 2-3x the permeance of generic 2lb spray polyurethane foam (SPF). (XPS has about 1-1.5x, and Type-II EPS has about 5x the permeance of SPF.) While it's generally best-practice to provide a ventilation cavity between exterior masonry and a moisture susceptible assembly on the interior, if you have reasonable drying capacity toward the interior and the material in contact with the masonry isn't affected by moisture you should be able to skip it. If you have stucco, brick or other cladding on the exterior of the CMU, put the ventilation cavity between the cladding & CMU vented to the exterior, which should reduce the average moisture drive from the exterior by about an order of magnitude. I haven't lived in FL, nor have I dissected any homes there, but there are existence proofs of urea-foam insulation sprayed directly on masonry that have survived since the 1970s. (Maybe there's mold growing on the CMU in those houses?)
On the other hand, if you sprayed 3" of closed cell SPF directly on the exterior of the CMU you've protected it from the exterior moisture as well as air-sealed it, putting the CMU inside the conditioned space, but I'm not sure if that's an approach that would work for you.
In wall cavities, same story. With a non-permeable exterior foam foil faced iso detailed as an air-barrier, and a permeable (such as cellulose or open-cell foam) or semi-permeable (2lb Icynene ) cavity fill, an air-conditioned building will have a considerable capacity to dry toward the interior. But with standard 2lb SPF you still run the risk of trapping moisture in the outer edges of the studs, should it ever find a way in there. If using 2lbs SPF cavity fill, use 1" of XPS rather than foil faced iso it's still weather resistant but semi-permeable, and build it with a rainscreen cavity (at least 3/8", vented top & bottom) between the siding
and weather resistant barrier layer would allow the assembly to dry toward the exterior to could tolerate the very low permeance of 3-5" of 2lb SPF. In FL climates it's best to put the lowest-perm stuff on the exterior of the assembly since moisture drives are primarily from the exterior, but with a rainscreen gap on the exterior and an air & vapor impermeable cavity fill like SPF it still works with semi-permeable XPS and a rainscreen gap as the drying path toward the exterior.
IMHO rainscreen gaps & masonry wall cavities should be called out by code any place that gets more than 15-20" of rain/year. FL is good for 40"/year even in the drier parts. See:
http://www.learnnc.org/lp/media/upl...precip.gif Rainscreen gaps also can be used to good effect to ease winter condensation moisture issues in colder climates, but that's beyond the scope of/irrelevant to a building in FL. It's common everywhere in commercial construction and required by code in Canada even on single-family homes, but is still rare in much of the US on residential structures.
On the roof getting away with SPF is tougher, and depends a bit on the roofing material. If you use composition shingles, they're highly vapor retardent- a secondary nailer deck for the shingles mounted on furring would be best, allowing both the nailer deck and structural deck to dry into the cavity. If it's standing seam steel mounted on purlins, no problem, but mounted on the deck it may trap moisture in spots. For cementitious or ceramic- it depends on the particulars. From a thermal point of view, exterior foam provides a similar boost in performance as with walls. A roof is not just a tilted wall, particularly from a weather-driven moisture point of view, but they are similar structures from a thermal point of view. An R30 center cavity assembly with R5 thermal shorts (5" of SPF between 2x6 rafters) significanly underperforms an assembly with R12 on the exterior (2" of iso above the roof deck) and R18 between the rafters (3" of SPF.) Here again the higher perm rating of 2lb Icynene might make it a favorable choice for the application. It takes 4" of the 2lb Icynene to make R20, but it'll have slightly better drying capacity than just 2" of SPF (about 1 perm for 4" of cc Icycene compared to somewhere between 0.5-1perm for cc SPF, depending on vendor and actual installed density.) Then with 2" of XPS on the exterior you'd make code-min at R30, but since the thermal bridges are now up around R14 (a ~3x improvement over R4-5 of unclad rafters without exterior foam) it'll perform at least ~1.25-1.5x better than a code-legal job done with fiberglass batts between rafters or on an attic floor (even better at the temperature extremes.)
It takes about 3" of closed cell SPF to become structural, but going an inch or two thicker than that doesn't improve it so much that you'd want to jump through hoops in the design to be able to let the water out. Still, 3" of SPF is highly vapor retardent and you'd have to jump anyway. With the higher perm/lower-K Icynene it's a bit more forgiving, since it still has reasonable drying capacity, and probably a similar structural strength. (I'd have to look that up- if the data exists.) I'm not a big fan of that company's marketing approach- they seem to encourage people to cut corners on code R-value, but FWIW their 2lb foam has some easy-to-deal-with moisture specs, and it's usually a bit cheaper than 2lb SPF at a given R value. It may be the better choice on the roof deck if you want a structural thickness that retains drying capacity, which makes it a no-brainer for the rest of it too. (The more board-feet of material, the better the discount.) But you'll get a far bigger performance boost out of 2" of exterior XPS than simply adding another 2" between the rafters on the interior.