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Product Approval Menu > Application Detail

FL #

FL14645-R6

Application Type

Revision

Code Version

2026

Application Status

Pending FBC Approval

Comments

Archived

Product Manufacturer

Metal Sales Manufacturing, LLC

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_R6_COI_CertificateIndependence.pdf

Referenced Standard and Year (of Standard)

Standard	Year
FM 4470	2022
TAS 125	2003
UL 1897	2015
UL 580	2006

Equivalence of Product Standards
Certified By

Sections from the Code

Product Approval Method

Method 1 Option D

Date Submitted

10/03/2026

Date Validated

10/13/2026

Date Pending FBC Approval

10/17/2026

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_R6_II_EvaluationReportC3059_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_1.pdf Created by Independent Third Party: Yes

14645.2	Classic Rib (1)	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_R6_II_EvaluationReportC3059_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_2.pdf Created by Independent Third Party: Yes

14645.3	Classic Rib (2)	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_R6_II_EvaluationReportC3059_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_3.pdf Created by Independent Third Party: Yes

14645.4	Classic Rib (3)	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_R6_II_EvaluationReportC3059_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_4.pdf Created by Independent Third Party: Yes

14645.5	Classic Rib (4)	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_R6_II_EvaluationReportC3059_5.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_5.pdf Created by Independent Third Party: Yes

14645.6	Magna-Loc	Max. 16" 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/-166 Other: Uplift load of 166 psf @ MPW clip spacing of 12" o.c.		Installation Instructions FL14645_R6_II_EvaluationReportC3059_6.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_6.pdf Created by Independent Third Party: Yes

14645.7	Magna-Loc	Max. 16" 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/-168.5 Other: Uplift load of 168.5 psf @ MPW clip spacing of 12" o.c.		Installation Instructions FL14645_R6_II_EvaluationReportC3059_7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_7.pdf Created by Independent Third Party: Yes

14645.8	PBR or R	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_R6_II_EvaluationReportC3059_8.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_8.pdf Created by Independent Third Party: Yes

14645.9	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_R6_II_EvaluationReportC3059_9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R6_AE_EvaluationReportC3059_9.pdf Created by Independent Third Party: Yes

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