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Well someone should tell the EPA about it, hundreds of thousands of homes( if not millions) have it on every floor as well as the roof and walls.
I made my benchwork out of leftover OSB from my own house in fact. After a truckload was used on my house, whats a few extra sheets in the basement?
Having said that, its cheaper, lighter, and flatter than plywood, and it doesn't warp. All while being designed for strength. I'm pleased with the results.
There are 2 different kinds of formaldehyde
type 1: UF = UREA avoid at all costs
type 2: PF = PHENOL safe to use
Rick
check this link on OSB & formaldehyde.
http://www.sips.org/green-buil...sions-and-exemptions
Here's a key statement from it:
These adhesives, phenol formaldehyde and diphenylmethane diisocyanate (MDI), are chemically reacted into stable bonds during pressing. The final products have such low formaldehyde emission levels that they easily meet or are exempt from the world’s leading formaldehyde emission standards and regulations.
I found another article that says urea formaldehyde is used in manufacturing particleboard, hardwood plywood & MFDF moldings (not OSB).
Would 1/2 in. thickness be of sufficient strength on top of Mianne benchwork?
I've been thinking of osb instead of common plywood. I would say too that
pre-painting of both sides would be in order before mounting.
Hoppy
I'd like to repeat my above question re OSB, since I'll be buying the table-top material
soon. Again, it's being put atop Mianne benchwork and I wonder if 1/2 in. is adequate
(I won't have any need to climb on it). Thanks.
Hoppy
Most panel products have span ratings stamped on them. A number like xx/yy, where xx is the is span for roof sheathing, and yy is the span for floor sheathing; in both cases, the span is where long dimension of the panel is perpendicular to framing members.
I used it for my layout, worked great, covered area with Homasote so not really exposed in many areas. The cost benefit vs plywood, based on my experience is good.