Never seen any field guys use metric system. I would think I'd get looked at like I'm crazy if I said 19mm gyp board.
As far as scaling the drawings, I will only do it to get a general idea of dimensions. I would never do any sort of layout from scaling and I think if you have to, your drawings probably have a lot more holes in them than you think.
With that being said, all the drawings I get issued as a gc are modeled in revit typically and have accurate dimensions that usually can be scaled for a pretty spot on measurement, especially for details. We expect the .rvt, .dwg or whatever sort of files the a/e has to be issued to us and for them to be accurate. As the gc we do not have these cad programs at my company (although many gc's do). However a lot of our subs use them for their design and shop drawings (fire alarm, fire protection, steel, etc).
I've been on road jobs that were funded by the feds that were metric. The contractor issued us tape measures that has both metric and us customary on them
It only failed here in the US tho. 5/8" is 15.875mm. Are you telling me that if we start making 16mm plywood the building would fall down? Again, the rest of the world works in metric. You cannot argue that our buildings are better than those built in say Germany or Sweden.
Cultural and Professional inertia at work, it seems.
I'm sure metric would be easier be it's not like the existing system is hard. Really the only part remotely close to challenging is square and cubic calculations. Just like any profession, you commit the methodology to memory pretty quickly. Some people just can't read a tape. Everyone has there own methodology for calling out measurements. I know one framing crew that has adopted all measurements being inches and 16ths ie "one forty two and four" = 142 1/4"
I am not arguing with any of that. If the entire system switches to metric then yep, no problem. If you are building a nuclear reactor (and yes I have) with tolerances in the hundredths of an inch that .125 mm of being off over the entire 4 foot width (121.92 cm) crushes all of the construction tolerances you might have. Now if the industry actually made a 16 mm plywood then yep no problem. It worked ok when the FWHA mandated that all highway projects be built to the metric system because there are a LOT more tolerances allowed in road and bridge building. If a bridge is a an inch off the only person that usually know is the GC.
I have worked on projects in countries where the material and the projects were in metric and it works just fine. You cant mix the 2 though.
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The entire US building material industry would have to retool all dyes, molds, jigs, presses, etc to be metric. That is not going to happen.
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Not really. You just use the sizes they make and get on with it.
One thing that is nice about metric is working in whole numbers. Tolerances for building are reasonable down to a few mm. So you never have to deal with adding up eighths with halves or the silly 12"/ft math -- even if they don't change the material sizes.
You can grid out 300, 600, 900, 1200 mm pretty easily for something close to feet
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Last edited by BigDaddy; 08-26-2015 at 09:08 AM.
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I think that is the problem. 1/16 = 1.5875mm. You'd start getting some pretty long decimals quickly for example and 11 7/8" I-joint would be 301.625mm (or do the Euros work in cm?). I can maybe mark .5mm on my tape?Not really. You just use the sizes they make and get on with it.
I'm sure in residential construction we could develop some rounding conventions that would work but on jobs where 32nd matter, it would be a nightmare.
I am not in your hurry
Just the first material that came to mind. Here's another example, framing layout: Assuming 16" O.C. studs and 4'X8' Sheets of ply, how you gonna layout and mark "15 and a 1/4 and go" on your plate? What's the number for your fireblocking? How long is a 104 and 5/8 stud?
Point is, the argument to metric is that it is easier. If the materials, code sets, plans etc. don't change to metric, it ain't easier.
See what happens when you use CAD from an architect?... Butsrsly, define "Wrong place". Did the surveyor have to buy the building?
As an architect? Any job big enough for that to be a valid issue should have already incorporated its own "low distortion projection" (ie State Planes), which would govern the grid and scale factors of its coordinate system (grid to ground conversions are common). It would be a gross error for an engineer or surveyor to not account for his basis of measurement on a big job that likely crossed State Plane zones or State lines where the legal definitions of "Survey Foot" are different.Recently worked on a job where US feet and International Survey feet caused quite an issue.
ALL measurement systems of anything are constructs of convenience. I'm happy and comfortable with whatever makes me $$. Don't like having to buy metric and SAE tools, but that's almost trivial. Done a lot of metric roads and levees, which are easier to calc manually than decimal feet, but no one clacs road curves manually for $$ anymore. SPCS are metric. So are quad sheets. Geodesy uses SI units. It's customary, hence more convenient in my business, to use metric units over large areas, and decimal feet over planes. I use the metric system every day, but I could care less, other than I might be able to charge you more $$ if you want to specify nonstandard units.
BTW, I'm paid to deliver valid media, so you can use my cad and excel deliverables with minimal risk to your professional reputation...
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