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FL #FL14645-R4
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street, Suite 200
Louisville, KY 40202
(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 12/27/2026
Validated By Yoosef Lavi, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL14645_R4_COI_CertificateIndependence.pdf
Referenced Standard and Year (of Standard)Standard Year
FM 4470 2016
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/07/2020
Date Validated 10/08/2020
Date Pending FBC Approval 10/23/2020
Date Approved 12/15/2020
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 82.3 psf at fastener spacing of 36" o.c.
and 86.0 psf at fastener spacing of 12" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_1.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_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 84.5 psf at fastener spacing of 24" o.c.,
131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at
fastener spacing of 12" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_2.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_2.pdf
Created by Independent Third Party: Yes
14645.3 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min.
19/32” thick plywood deck 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/-196.75
Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c.,
74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at
fastener spacing of 8" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_3.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_3.pdf
Created by Independent Third Party: Yes
14645.4 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/-172.5
Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c.
and 172.5 psf at fastener spacing of 6" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_4.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_4.pdf
Created by Independent Third Party: Yes
14645.5 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 41.6 psf at clip spacing of 36" o.c., 71.0
psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing of 12"
o.c. with sidelap adhesive.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_5.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_5.pdf
Created by Independent Third Party: Yes
14645.6 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 41.6 psf at clip spacing of 36" o.c., 100.2
psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of
12" o.c. with support strap.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_6.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_6.pdf
Created by Independent Third Party: Yes
14645.7 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 41.5 psf at fastener spacing of 48" o.c.
and 91 psf at fastener spacing of 6" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_7.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_7.pdf
Created by Independent Third Party: Yes
14645.8 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 74.8 psf at fastener spacing of 36" o.c.,
92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at
fastener spacing of 18" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_8.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_8.pdf
Created by Independent Third Party: Yes
14645.9 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 45 psf at fastener spacing of 24" o.c. and
135 psf at fastener spacing of 6" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_9.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_9.pdf
Created by Independent Third Party: Yes
14645.10 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 68.4 psf at fastener spacing of 24" o.c.
and 138.5 psf at fastener spacing of 12" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_10.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_10.pdf
Created by Independent Third Party: Yes
14645.11 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/-86.55
Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c.,
63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener
spacing of 6" o.c. with sidelap adhesive.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_11.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_11.pdf
Created by Independent Third Party: Yes
14645.12 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 30.0 psf at fastener spacing of 48" o.c.
and 131.0 psf at fastener spacing of 6" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_12.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_12.pdf
Created by Independent Third Party: Yes
14645.13 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 41.6 psf at fastener spacing of 24" o.c.
and 71.5 psf at fastener spacing of 12" o.c.
Installation Instructions
FL14645_R4_II_EvaluationReportC2397_13.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645_R4_AE_EvaluationReportC2397_13.pdf
Created by Independent Third Party: Yes
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Product Approval Accepts:
FL 14645.3-R4
C2397-3
10.7.2020
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. 19/32" plywood or min. ¾" thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2020.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws at 6" o.c.
(Minimum) in the field and at 4" o.c. at edges. Designed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 41.6 psf at fastener spacing of 36" o.c.
(Factor of Safety = 2) 74.8 psf at fastener spacing of 16" o.c.
196.75 psf at fastener spacing of 8" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8". Fasteners are corrosion resistant as per FBC 2020 Section
1507.4.4.
At panel ends 6" o.c. across panel width
At intermediate 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with TAS 125-03 ‘Standard
Requirements for Metal Roofing Systems’.
Code Compliance: The product described herein has demonstrated compliance with FBC
2020 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress
FL 14645.3-R4
C2397-3
10.7.2020
Page 3 of 3
design. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2020 Section 1505 and current approved roofing materials
directory or ASTM E108/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc. – West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/1/09