The 2006 ammendments to the Florida Building Code 2004 have recently changed the definition of wind exposure C to match the definition as listed in the IBC code. I have had many interpretations of this definition and have not had one agree with the other. I am hoping to get some feedback from...
I am trying to determine the maximum allowable point load that can be applied to center of the span of 23/32" thick 48/24 rated plywood subflooring. Floor joists spaced at 24" oc. I have searched the APA web site with no luck. Any suggestions where I could find design help?
