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FL # FL16583-R6
Application Type Revision
Code Version 2023
Application Status Approved
 
Comments
Archived
 
Product Manufacturer Chief Industries, Inc
Address/Phone/Email Chief Buildings
1225 East Maple Street
Rensselaer, IN 47978
(219) 866-4121
djohnson@specialtyplus.net
 
Authorized Signature Dennis Johnson
djohnson@specialtyplus.net
 
Technical Representative Dustin Cole
Address/Phone/Email Chief Industries
PO Box 2078
Grand Island, NE 68802
(800) 845-1767
dustin.cole@chiefind.com
 
Quality Assurance Representative Otto L Kasten
Address/Phone/Email Chief Buildings
1225 East Maple Street
Rensselaer, IN 47978
(219) 866-4121
otto.karsten@chiefind.com
 
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 R. Keith Joyce
Florida License PE-59081
Quality Assurance Entity Farabaugh Engineering and Testing, LLC
Quality Assurance Contract Expiration Date 07/17/2028
Validated By Dennis Johnson, PE
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL16583_R6_COI_COI.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
AISI S1002016
AISI S100 SUPPLEMENT 22020
UL 5802006
 
Equivalence of Product Standards
Certified By

 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option D
 
Date Submitted 07/29/2023
Date Validated 09/17/2023
Date Pending FBC Approval 09/19/2023
Date Approved 12/12/2023
Date Revised 09/19/2026
 
Summary of Products
FL # Model, Number or Name Description
16583.1 CS Roof Panel Type CS Roof Panel, 26 Gauge, Min Fy = 80 ksi, Min Fu = 82 ksi, 24 and 22 Gauge Min Fy = 50 ksi, Min Fu = 65 ksi.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +36.6/-37.0
 Other: +39 / -39 psf at 5'-0" O.C. with fasteners at 12" O.C. (See Evaluation Report and Span Load Tables for additional design pressures)
Installation Instructions
 FL16583_R6_II_FL16583 R6 CS ROOF.pdf
 Verified By: Dustin Cole, P.E. PE - 65828
 Created by Independent Third Party: No
Evaluation Reports
 FL16583_R6_AE_FL16583.1.pdf
 Created by Independent Third Party: Yes
16583.2 MSC (HVHZ) 1. MSC 24", 24 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi 2. MSC 18" 24 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: Yes
 Design Pressure: +47.0/-53.7
 Other: Maximum roof component uplift pressure is based on ASTM E1592 tests at 5'-0" spans for 24 inch panels. See span load tables for additional gravity and uplift allowable loads.
Installation Instructions
 FL16583_R6_II_FL16583 R6 MSC HVHZ.pdf
 Verified By: Dustin Cole 65828
 Created by Independent Third Party: No
Evaluation Reports
 FL16583_R6_AE_FL16583.2.pdf
 Created by Independent Third Party: Yes
16583.3 MSC Roof Panel 1. MSC 24", 24 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi 2. MSC 24", 22 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi 3. MSC 18", 24 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi 4. MSC 18", 22 Gauge, Min Fy = 50 ksi, Min Fu = 65 ksi
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: Yes
 Design Pressure: +47/-52.5
 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.
Installation Instructions
 FL16583_R6_II_FL16583 R6 MSC.pdf
 Verified By: Dustin Cole, P.E. PE 65828
 Created by Independent Third Party: Yes
Evaluation Reports
 FL16583_R6_AE_FL16583.3.pdf
 Created by Independent Third Party: Yes
 
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