Posted by John in La on December 22, 2013 at 16:41:26 from (96.33.136.54):
In Reply to: Re: Pole Shed posted by Pops1532 on December 22, 2013 at 15:24:34:
Thanks Pops1532
I originally had the trusses 8'o/c because it reduces the header size but when I went to adding the osb I figured I should go at least 4'o/c if not 2'o/c. I guess it is a toss up. Spend the money on a header or spend it on stronger trusses.
In fact the drawing is not 100% true. I can not show my true wall girts as I will be using bookshelf style. A 2 by nailed to the outside has to much deflection to meet my wind code. I need to use the 4 by strength even at 8'o/c post to get by my wind code. The bookshelf also lends itself to 2' insulation bats better if ever my kids or someone else wants to insulate the walls. The same goes for the roof purlins. The 4'o/c trusses allows laying flat but if I go back to 8'o/c I need to turn them up or between trusses with hangers.
I do not have a problem with the composite siding on my house but it is 2' off the ground. This close to the ground I will most likely go steel with tyvek or something similar under it.
You make a good point on the overhang. 16" it is.
The part that has me is the roof condensation. I guess I need to do some more reading on durability of that bubble stuff.
I wonder how something like R-Max; Polyshield; or Foamular sheets would do under steel roofing. It would add a R insulating value; it is light weight lending itself to wide truss spacing; and has a pretty good perm value from what I remember. I might have to go re-read about its perm value.
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