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Max 20" wide, min 24 ga. standing seam metal panel over min 19/32" thick plywood deck
Listing Details
Category:
Roofing
Subcategory:
Metal Roofing
Evaluator:
Bala Sockalingam - PE-62240
Validator:
Yoosef Lavi, P.E.
Official Site Status:
Approved
Compliance Method:
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Approval Method:
Method 1 Option D
Entity:
Specifications
Submission Date:
January 29, 2025
Validation Date:
February 13, 2025
HVHZ Approved:
Yes
Impact Resistant:
[ None ]
Design Pressures:
-236psf / +0psf
Possible CSI Codes:
CSI Code: 07 41 00 - Roof Panels
CSI Code: 07 41 13 - Metal Roof Panels
CSI Code: 07 63 00 - Sheet Metal Roofing Specialties
CSI Code: 07 61 00 - Sheet Metal Roofing
CSI Code: 07 41 23 - Wood Roof Panels
Other:
Uplift load of 172.25 psf at max. clip spacing of 18" o.c. with single lock seam. Uplift load of 236 psf at max. clip spacing of 12" o.c. with double lock seam
Notes:
Date Submitted: January 29, 2025
Date Validated: February 13, 2025
Entity:
Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Other: Uplift load of 172.25 psf at max. clip spacing of 18" o.c. with single lock seam. Uplift load of 236 psf at max. clip spacing of 12" o.c. with double lock seam
Official Site Status: Approved
Subcategory: Metal Roofing
Contact Information
Representative:
N/A
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