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Pr'� .Product Approval BY
pj USER: Public User St. Lucie County
Pmdud Aeoroval Menu> Preduder AOdmahOn Search>ADPPGtfenl. t Appllotloo Detail RECEIVED
FL a . Fusa45-R MAY 3 1 2019
Application Type Revision
Code Version 2017�
Application Status Approved ST. Lucie County, Permitting
Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street, Suite 200
Louisville, KY 40202
(502)855-4300
cistenner@metalsales.us.cum
Authorized Signature David Siemer
dstermer@metalsales.us.com �$
Technical Representative REVIEWED FOP
Quality Assurance Representative CODE COMPL'A"Ca
UC'E OUR'
Address/Phone/Email STo �/ ®�Y`i�
Category Roofing El/v//////1111
Subcategory Metal Roofing / 76 S- 07
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
'- Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Bala Sockalingam
Evaluation Report
Florida Ucense PE-62240
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/27/2026
Validated By Yoosef Lavi, P.E.
,,C Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
EL14645 R3 COI CertificateTndevendence.Ddf
Standard
FM 4470
TAS 125
UL 1897
UL 580
Equivalence of Product Standards Lr�fgW%y
Certified By F t
Asf
Sections from the Code
Year
2012
2003
2012
2006
Product Approval Method Method 1 Option D
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
146451.1
2.5" Corrugated
Min. 26 ga., 21.33" wide coverage through fastened roof panel
over min. 19/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
EL14645 R3 IT Evaluatl0nlkeoortC2182 1 odf
Verified By: Bala Sockalingam PE 62240
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.
Created by Independent Third Party: Yes
Evaluation Reports ,
FL14645 R3 AE EvaluarionReportC2182 l.odf
Created by Independent Third Party: Yes
14645.2
SV-Crimp
Min. 26 ga., 24 wide through fastened roof panel over min.
19/32" thick plywood deck with fasteners through panel Rat.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14645 R3 II EvatuationReportC2182 2,pdF
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
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.
Evaluation Reports
FL14645 R3 AE EvaluationReportC2182 2.odf
Created by Independent Third Party: Yes
14645.3
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
Approved for use outside HVHZ: Yes
FL14645 R3 11 EvaluationReportC2182 3.odf
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Design Pressure: +N/A/-196.75
Created by Independent Third Party: Yes
Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c.,
FL14645 R3 AE EvaluationReportC2182 3.odf
74.8 psf at fastener spacing of 16" o.m and 196.75 psf at
fastener spacing of 8" o.c.
Created by Independent Third Party: Yes
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
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 R3 II EvaluationReportC2182 4 odf
Verified By: Baia 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 EvaluationRepOrtC21B2 4 odf
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 i
panel over min. 15/32" thick plywood deck or 7/16" thick
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14645 R3 It EyaluationReportC218odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Design Pressure: +N/A/-120
Created by Independent Third Party: Yes
Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36" o.e. and
FL14645 R3 AE EvaluatipnReportC2182 5 odF
120 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.E
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 -
Installation Instructions
Approved for use In HVHZ: No
FL14645 R3 If EvaluaronReDortC2182 6 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant. N/A
Design Pressure: +N/A/-97.05
Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0
Created by Independent Third Party: Yes
Evaluation Reports