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Product Approval Menu > Application Detail
 
FL # FL14645-R5
Application Type Revision
Code Version 2023
Application Status Approved
 
Comments
Archived
 
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 7800 Highway 60
Sellersburg, IN 47172
(502) 855-4300
dstermer@metalsales.us.com
 
Authorized Signature David Stermer
dstermer@metalsales.us.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 Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 02/10/2033
Validated By Yoosef Lavi, P.E.
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL14645_R5_COI_CertificateIndependence.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
FM 44702016
TAS 1252003
UL 18972015
UL 5802006
 
Equivalence of Product Standards
Certified By

 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option D
 
Date Submitted 08/04/2023
Date Validated 08/09/2023
Date Pending FBC Approval 08/17/2023
Date Approved 10/17/2023
 
Summary of Products
FL # Model, Number or Name Description
14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32” thick 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/-86.0
 Other: Uplift load of 86.0 psf at fastener spacing of 12" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_1.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_1.pdf
 Created by Independent Third Party: Yes
14645.2 5V-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19/32” thick plywood deck with fasteners through panel flat.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-149.6
 Other: Uplift load of 149.6 psf at fastener spacing of 12" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_2.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_2.pdf
 Created by Independent Third Party: Yes
14645.3 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32” thick plywood deck or 7/16" thick OSB with fasteners through panel rib.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-214.3
 Other: Uplift load of 214.3 psf at fastener spacing of 3" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_3.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_3.pdf
 Created by Independent Third Party: Yes
14645.4 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15/32” thick plywood deck or 7/16" thick OSB.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-97.1
 Other: Uplift load of 97.1 psf at clip spacing of 12" o.c. with sidelap adhesive.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_4.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_4.pdf
 Created by Independent Third Party: Yes
14645.5 Aluminum Vertical Seam (2) Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32” thick 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/-162.0
 Other: Uplift load of 162.0 psf at clip spacing of 12" o.c. with support strap
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_5.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_5.pdf
 Created by Independent Third Party: Yes
14645.6 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32” thick 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/-91
 Other: Uplift load of 91 psf at fastener spacing of 6" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_6.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_6.pdf
 Created by Independent Third Party: Yes
14645.7 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19/32” thick 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/-133.9
 Other: Uplift load of 133.9 psf at fastener spacing of 18" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_7.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_7.pdf
 Created by Independent Third Party: Yes
14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7/16” thick OSB deck
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-135.0
 Other: Uplift load of 135 psf at fastener spacing of 6" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_8.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_8.pdf
 Created by Independent Third Party: Yes
14645.9 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32” thick 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/-138.5
 Other: Uplift load of 138.5 psf at fastener spacing of 12" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_9.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_9.pdf
 Created by Independent Third Party: Yes
14645.10 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32” thick plywood deck or 7/16" thick OSB.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-183.5
 Other: Uplift load of 183.5 psf at fastener spacing of 6" o.c. with sidelap adhesive and support strap
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_10.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_10.pdf
 Created by Independent Third Party: Yes
14645.11 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastened roof panel over min. 15/32” thick 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/-131.0
 Other: Uplift load of 131.0 psf at fastener spacing of 6" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_11.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_11.pdf
 Created by Independent Third Party: Yes
14645.12 Pro-Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 15/32” thick 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/-71.5
 Other: Uplift load of 71.5 psf at fastener spacing of 12" o.c.
Installation Instructions
 FL14645_R5_II_EvaluationReportC2673_12.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL14645_R5_AE_EvaluationReportC2673_12.pdf
 Created by Independent Third Party: Yes
 
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