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UL Construction No. 30, 54, 79, 104, 112, 161, 167, 184 and 542. Design uplift pressure for Class 90 = 52.5 psf and Class 60 = 37.5 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: August 26, 2020
Date Validated: August 27, 2020
Entity: UL LLC
Compliance Method: Certification Mark or Listing
Other: UL Construction No. 30, 54, 79, 104, 112, 161, 167, 184 and 542. Design uplift pressure for Class 90 = 52.5 psf and Class 60 = 37.5 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.