FL16583.3-R3
Report Status
Approved
Code Version
2017 Florida Building Code
Application Type
Revision
Folio:
Model:
MSC Roof Panel
Manufacturer:
Database:
Florida Product Approval
Source Link:
Description:
1. MSC 24", 24 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi2. MSC 24", 22 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi3. MSC 18", 24 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi4. MSC 18", 22 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi
Listing Details
Category:
Roofing
Subcategory:
Metal Roofing
Evaluator:
Dennis Johnson - PE-54340
Validator:
John Southard, P.E.
Official Site Status:
Approved
Compliance Method:
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Entity:
Specifications
Submission Date:
July 3, 2017
Validation Date:
February 14, 2018
Design Pressures:
-52.5psf / +47psf
Possible CSI Codes:
CSI Code: 07 63 00 - Sheet Metal Roofing Specialties
CSI Code: 07 41 13 - Metal Roof Panels
CSI Code: 07 01 70 - Operation and Maintenance of Roof Specialties and Accessories
CSI Code: 07 41 00 - Roof Panels
CSI Code: 07 61 00 - Sheet Metal Roofing
Other:
1. Maximum roof component uplift pressure is 52.5 psf for a maximum span of 5'-0" based on UL 580 test results.2. Maximum roof component gravity load pressures are per load tables. 3. The panel is to be installed over open framing in accordance with Load Tables, Installation Details and UL Constructions. 4. The use of panels as a shear diaphragm is outside the scope of this product evaluation.5. Minimum installed roof slope is 0.25:12.
Notes:
Date Submitted: July 3, 2017
Date Validated: February 14, 2018
Entity:
Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Other: 1. Maximum roof component uplift pressure is 52.5 psf for a maximum span of 5'-0" based on UL 580 test results.2. Maximum roof component gravity load pressures are per load tables. 3. The panel is to be installed over open framing in accordance with Load Tables, Installation Details and UL Constructions. 4. The use of panels as a shear diaphragm is outside the scope of this product evaluation.5. Minimum installed roof slope is 0.25:12.
Official Site Status: Approved
Subcategory: Metal Roofing
Contact Information
Representative:
Dennis Johnson
Address:
PO Box 2078,
GRAND ISLAND, Nebraska 68802 United States
GRAND ISLAND, Nebraska 68802 United States
Phone:
Website:
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Listing Changes
Last Synced: 07/22/2025
Change Log effective March 1st 2023
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Approval & Installation Documents
PR INSTL DOCS FL16583 R3 II MSC ROOF INSTALLATION DETAILS
PR TECH DOCS FL16583 R3 AE MSC EVALUATION REPORT
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