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FL #
FL14645-R3
Application Type
Revision
Code Version
20.17
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
RECEIVED
APR 0 9 2018
ST. Lucie County, Permitting
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 Bala Sockalingam
the Evaluation Report
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
F1 14645 R3 COi CertificateIndenendence.odf
Standard
Year
FM 4470
2012
TAS 125
2003
UL1897
2012
UL 580
2006
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Product Approval Method
Method I-OptionD
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Summag of Products
FL # I 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
Installation Instructions
FL14645 R3 II EvaluationRegortQ182 l.gdf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: 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.
Evaluation Reports
FL14645 R3 AE EvaluationRegortC2182 1-pdf
and 86.0 psf at fastener spacing of 12" o.c.
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
Installation Instructions
FL14645 R3 II EvaluationRenortC2182 2.pdf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-149.6
Other. Uplift load of 84.5 psf at fastener spacing of 24"
Evaluation Reports
FL14645 R3 AE EvaluationRel)ortC2182 2.odf
o.c., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf
Created by Independent Third Party: Yes
at fastener spacing of 12" o.c.
14645.3 1 SV-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 Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 3.gdf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-196.75 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36" FI-14645 R3 AE EvaluationRegortC2182 3.gdf
o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes
at fastener spacing of 8" o.c.
14645.4
SV-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
Installation Instructions
FL14645 R3 II EvaluationReoortC2182 4.pdf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-172.5
Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c.
Evaluation Reports
FL14645 R3 AE EvaluationRennrtC2182 4.ndf
and 172.5 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.5
Aluminum Classic Rib
Nom. 0.032" thick, 36" wide, aluminum through fastened
roof panel over min. 15/32" thick plywood deck or 7/16"
thick OSB.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL14645 R3 II Eva luationReoortC2182 5.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-120
Other: Uplift load of 30 psf at fastener spacing of 36" o.c.
Evaluation Reports
FI-14645 R3 AE EyaluationRegortC2182 5.gdf
and 120 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.6 I Aluminum Vertical Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A _
Nom. 0.032" thick, 16" wide, aluminum standing seam roof
panel over min. 15/32" thick plywood deck or 7/16" thick
OSB.
Installation Instructions
F1.14645 R3 II EvaluationReoortC2182 6.odf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Other: Uplift load of 41.6 psf at dip spacing of 36" o.c., FL1464b Kb At tvatuao011KevU<«.41 -
71.0 psf at dip spacing of 12" o.c. and 97.1 psf at clip Created by Independent Third Party: Yes
spacing of 12" ox. with sidelap adhesive.
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Florida Building Code Online _ Page 3 of 4
14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof
panel over min. 19/32" thick plywood deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationRepPE 62222440
7.odF
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 6
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-162.0 Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., FL14645 R3 AE EvaluationReoortC2182 7.odf
100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip Created by Independent Third Party: Yes
spacing of 12" o.c. with support strap.
14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min.
15/32" thick plywood deck.
Limits of Use
Installation Instructions
FL14645 R3 II EvaluationReportC2182 8.odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-91
Other: Uplift load of 41.5 psf at fastener spacing of 48" O.C.
Evaluation Reports
FL14645 R3 AE Evaluation ReoortC2182 8.1)df
and 91 Dsf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.9
Classic Rib
Min. 26 ga., 36" wide through fastened roof panel over min.
19/32" thick plywood deck.
Limits of Use
Installation Instructions
FL14645 R3 II EvaluationReoortC2182 9.odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-133.9
Other: Uplift load of 74.8 psf at fastener spacing of 36"
Evaluation Reports
F1 14645 R3 AE EvaluationReportC2182 9.ndf
o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf
Created by Independent Third Party: Yes
at fastener spacing of 18" o.c.
14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min.
7/16" thick OSB deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 10.odf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-135.0 Evaluation Reports
Other: Uplift load of 45 psf at fastener spacing of 24" o.c. FL14645
L146 R3 AE
EvaluationReportC2182
10.od
dbf
and 135 psf at fastener spacing of 6" o.c. Y Independent t d Pa
14645.11
Classic Rib
Min. 29 ga., 36" wide through fastened roof panel over min.
15132" thick plywood deck.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL14645 R3 II EvaluationReportC2182 11.0df
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 6224U
Created by Independent Third Party: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5
Other: Uplift load of 68.4 psf at fastener spacing or 24" o.c.
Evaluation Reports
FL14645 R3 AE Eyi luationReoortC2182 11.odf
and 138.5 psf at fastener spacing of 12" o.c.
1 Created by Independent Third Party: Yes
14645.12 I 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 Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II E9aluatlonReoortC2162 12.odf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.55 Evaluation Reports
Other: Uplift load of 20.8 psf at fastener spacing of 24" FL14645 R3 AE EvaluationReoortC2182 7.2.odf
o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at Created by Independent Third Party: Yes
fastener spacing of 6" o.c. with sidelap adhesive.
14645.13 1 PBR-Panel or R-Panel
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.
14645.14 1 Pro -Panel II
Min. 26 ga., 36" wide through fastened roof panel over min.
15/32" thick plywood deck.
Installation Instructions
FL146a5 R3 II EvaluationReoortC2182 13.odf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL14645 R3 AE EvaluationReportC2182 13.ndf
Created by Independent Third Party: Yes
Min. 29 ga., 36" wide through fastened roof panel over min.
15/32" thick plywood deck.
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Florida Building Code Online _ % Page 4 of 4
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 osf at fastener spacing of 12" o.c.
Installation Instructions
FL14645 R3 I1 EvaluationReoortC2182 14.Ddf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
Badc ---
Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
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Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. Hyou have any questions, please contact 850.487.1395.'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email, address if
they have one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine'rf you are a licensee under
Chapter�,455, F.S., please dick here .
Product Approval Accepts
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