Chuck52
Veteran Member
After much soul searching (and wallet searching) I have decided to build a pole barn
rather than a more expensive all metal building to house my 30 year old Kubota and
the implements I have and will acquire. My plan is for a 24x32 structure with one long
side open....kind of like a loafing shed but using trusses. I went to Payless and got
a preliminary plan for the 16x32 building I was thinking of at the time, but Payless is now
going out of business. I think I've got a reasonable handle on how to proceed with this
project, but I am puzzled about one aspect of both the plan I have a drawing for and
pole barns in general. It seems to be common practice to use only a few roof trusses
for these buildings. These are identified as "Ag" trusses, and are rated for 8 foot spacings.
One then uses 2x4 purlins set on the edge to provide the nailing surface. Does anyone
know if the "Ag" truss is actually heavier duty than the standard truss. Also, wouldn't it
make the roof stronger to use joist hangers to connect the purlins to the trusses at the
same height as the truss top member? Is there any reason, like maybe ventillation, to have
the purlins toenailed on edge on top of the trusses?
Chuck
rather than a more expensive all metal building to house my 30 year old Kubota and
the implements I have and will acquire. My plan is for a 24x32 structure with one long
side open....kind of like a loafing shed but using trusses. I went to Payless and got
a preliminary plan for the 16x32 building I was thinking of at the time, but Payless is now
going out of business. I think I've got a reasonable handle on how to proceed with this
project, but I am puzzled about one aspect of both the plan I have a drawing for and
pole barns in general. It seems to be common practice to use only a few roof trusses
for these buildings. These are identified as "Ag" trusses, and are rated for 8 foot spacings.
One then uses 2x4 purlins set on the edge to provide the nailing surface. Does anyone
know if the "Ag" truss is actually heavier duty than the standard truss. Also, wouldn't it
make the roof stronger to use joist hangers to connect the purlins to the trusses at the
same height as the truss top member? Is there any reason, like maybe ventillation, to have
the purlins toenailed on edge on top of the trusses?
Chuck