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| 3899.1 |
SSLF2 |
Max 16" wide, 2" high standing seam roof panel over open supports |
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-52.5
Other: UL Construction No. 482. Design uplift pressure for Class 90 = 52.5 psf. The required design wind loads shall be determined for each project. The maximum clip 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. |
Certification Agency Certificate
FL3899_R3_C_CAC_TGKX.482.pdf
Quality Assurance Contract Expiration Date
12/31/2026
Installation Instructions
FL3899_R3_II_TGKX.482.pdf
Verified By: UL LLC
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: |
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| 3899.2 |
StrongSeam R Panel |
Min 26 ga., max 36" wide through fastened roof panel over open supports |
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-52.5
Other: UL Construction No. 169. 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. |
Certification Agency Certificate
FL3899_R3_C_CAC_TGKX.169.pdf
Quality Assurance Contract Expiration Date
12/31/2026
Installation Instructions
FL3899_R3_II_TGKX.169.pdf
Verified By: UL LLC
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: |
