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FL # FL39298-R2
Application Type Revision
Code Version 2026
Application Status Applied For
 
Comments
Archived
 
Product Manufacturer Steel and Metal Systems, Inc.
Address/Phone/Email 505 Main St.
Blackshear, GA 31516
(912) 449-9352
kcrawford@steelmetalsystems.com
 
Authorized Signature Kelly Crawford
kcrawford@steelmetalsystems.com
 
Technical Representative
Address/Phone/Email
 
Quality Assurance Representative
Address/Phone/Email
 
Category Roofing
Subcategory Metal Roofing
 
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Evaluation Report - Hardcopy Received
 
Florida Engineer or Architect Name who developed the Evaluation Report Bala Sockalingam
Florida License PE-62240
Quality Assurance Entity Farabaugh Engineering and Testing, LLC
Quality Assurance Contract Expiration Date 12/31/2029
Validated By Yoosef Lavi, P.E.
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL39298_R2_COI_CertificateIndependence.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
UL 18972015
UL 5802006
 
Equivalence of Product Standards
Certified By

 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option D
 
Date Submitted 10/14/2026
Date Validated
 
Summary of Products
FL # Model, Number or Name Description
39298.1 275 New Lock Panel Max. 17.5" wide, min. 24 ga. standing seam roof panel over plywood deck
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-108.5
 Other: Uplift load of -108.5 psf at clip spacing of 12" o.c.
Installation Instructions
 FL39298_R2_II_EvaluationReportC3083_1.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL39298_R2_AE_EvaluationReportC3083_1.pdf
 Created by Independent Third Party: Yes
39298.2 275 New Lock Panel Max. 17.5" wide, min. 24 ga. standing seam roof panel over steel deck
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: Uplift load of -52.5 psf at clip spacing of 36" o.c.
Installation Instructions
 FL39298_R2_II_EvaluationReportC3083_2.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL39298_R2_AE_EvaluationReportC3083_2.pdf
 Created by Independent Third Party: Yes
 
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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