We have changed codes requiring us to design in a 110mph wind load. We must comply with sstd 10-99. This also says that we can not have anymore than a 7/12 pitch on our roofs unless we submit design calcs. I could use a little help with some design ideas and we are not going to engineered trusses.
We have updated to a higher wind load of 110 mph. We are also having to comply with sstd 10-99. This however creates a problem with the corners of our buildings such as at our garage doors where we can not have the required to be sheathed corners of 27" for one story and 32" for two...
