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UL Construction No. 39. Design uplift pressure for Class 90 = 52.5 psf. The required design wind loads shall be determined for each project. The maximum purlin spacing listed herein shall not be exceeded. All rational analysis computations shall be prepared by a qualified design professional, as required by Florida Building Code.
Notes:
Date Submitted: September 17, 2017
Date Validated: October 5, 2017
Entity: UL LLC
Compliance Method: Certification Mark or Listing
Other: UL Construction No. 39. Design uplift pressure for Class 90 = 52.5 psf. The required design wind loads shall be determined for each project. The maximum purlin spacing listed herein shall not be exceeded. All rational analysis computations shall be prepared by a qualified design professional, as required by Florida Building Code.