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FL# FL14645-R3 /�/ (/// I
Application Type Revision
Cade Version 2017
Application Status Approved FILE
Cr
Comments
Archived F-3 REVIEWED FOR }
Product Manufacturer Metal Sales Manufacturing Corporation �+�DE /�O pOM����ry�■
Address/Phone/Email 545 South 3rd Street,Suite 200 '1•, V
(502)Louisville,54 40202 ST. LUC!E COUNTY
(502)$55-4300 I
dstermer@metaisales.us.com BOCC
Authorized Signature David Stermer
dstermer@metalsales.us.com
Technical Representative
Address/Phone/Emali
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
i
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 FL14645 R3 COI Certificateindependence odf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 2012
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
hqs://www.floridabuilding.org/pr/px app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018
Product Approvai 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 i
Summary of Products
E
FL# Model,Number or Name Description
14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof l
panel over min. 19/32"thick plywood deck. t
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II EvaluationReportC2182 1.12df
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/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluatlonReportC2182 i.pdf
and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes
i
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 Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II EvatuationReaortC2182 2.odf
.Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:NIA Created by Independent Third Party:Yes
Design Pressure:+N/A/-149.6 Evaluation Reports
Other:Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE EvaluationReoortC2182 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 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel rib.
I Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II Evaluatio lleoortC2182 3.)d
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pr :+N/A/-196.75 Evaluation Reports
Oth plift load of 41.6 psf at fastener spacing of 36" FL14645 R3 AE EvaluationReoortC2182 3.ndf
,74.8 psf at fastener spacing of 16"ox.and 196.75 psf Created by Independent Third Party:Yes
atfast acing of 8"o.c.
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 Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II Eva luationReoortC2182 4.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/-172.5 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R3 AE Eva luationReoortC2182 4.ndf
and 1725 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 Installation instructions
Approved for use in HVHZ:No FL14645 R3 II EvaluationReoortC2182 5.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/-120 Evaluation Reports
Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReoortC2182 5.0
and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.6 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 II EvaluationReoortC2182. 6.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/-97.05 Evaluation Reports
Other:Uplift load of 41.6 psf at dip spacing of 36"ox., FL14645 R3 AE EvaluationReaortC2182 6.odf
71.0 psf at clip spacing of 12"o.c.and 97.1 psf at clip Created by Independent Third Party:Yes
spacing of 12"o.c.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 11 EvaluationReportC2182 7.nd
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/-162.0 Evaluation Reports
Other:Uplift load of 41,6 psf at clip spacing of 36"o.c., FL14645 R3 AE EvaluationRenortC2182 7.pd
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
Approved for use in HVHZ:No FL14645 R3 11 Eva I uationReportC2182 8.od
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 Evaluation Reports
Other:Uplift load of 41.5 psf at fastener spacing of 48"o.c. Fl-1464_5 R3 AE EvaluationReportC2182 8,I)d
and 91 psf 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
Approved for use in HVHZ:No FL14645 R3 11 EvaluationlkeportC2182 9.od
Approved for use outside HVHZ.,Yes Verified By: Pala Sockalingam PE 62240
Impact Resistant.N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-133.9 Evaluation Reports
Other:Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R3 AE EvatuationReportC2182 g.gdf
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 _jClassic 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 11 EvaluationReportC2182 10.0
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 R3 AE EvaluationReoortC2182 10.pd
and 135 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.11 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min.
1 15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 11 EvalupticinReportC2182 11.0
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/-138.5 Evaluation Reports
Other:Uplift load of 68.4 psf at fastener spacing of 24"o.c. FL14645 R3 AE EvaluationReportC2182 11.Pd
and 138.5 psf it fastener spacing of 12"o.c. Created by Independent Third Party;Yes
1464S.12 1-iQge 11 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 11 EvaluationReportC2182 12.yd
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 EvaluationRer)ortC2182 12.pd
ox,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.
I
14645.13 PBR-Panel or R-Panel Min.26 ga.,36"wide through fastened roof panel over min.
1 15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 IT EvaluationReportC2182 13.pd
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/-131.0 Evaluation Reports
Other:Uplift load of 30.0 psf at Fastener spacing of 48"o.c. FL14645 R3 AE EvailuationReoortC2182 13.pd
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.14 Pro-Panel 11 Min.29 ga.,36"wide through fastened roof panel over min.
15/32"thick plywood deck.
https://www.floridabuilding.org/pr/piapp
__4tl.aspx?param=wGEVXQwLDqsw8ZVNfe8A... 1/12/2018
Florida Building.Code Online. rage,+01't
Limits of Use Installation Instructions
Approved for use in HVHZ.No FL14645 R3 TI EvaluationReportC2182 14.Dd
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingarn PE 62240
Impact Resistant:N/A, Created by Independent Third Party:Yes
Design Pressure:+N/A/-71.5 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 24"D.C. FL14645 R3 AE Evaluation ReportC2 182 Mod
and 71.5 psf at fastener spacing of 12"D.C. Created by Independent Third Party:Yes
8-i-51 FN---tl
Conlact U ::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AAJEE0 employer.conyrfaht 2007-2013 State of Florida..:Privacy Statement ;Accessibility Statgme ::Refund Slat emen
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publIL-recDrds fequest,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed underchapter 455,F.S.must provide the Department with an email address if
they have one,The emalls provided may be used for official communication with the licensee.However emit 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 If you are a licensee under
Chapter 455,F.S.,please dick ligj:g_
Product Approval Accepts:
Credit Card
Safe
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION(2017)
FLORIDA PRODUCT APPROVAL
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal.Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
Prepared By:
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (918) 493-3568
This report consists of
Evaluation Report(3 Pages including,cover)
15
Installation Details (I Page) Go C KA
Load Span Table(I Page)
E N,3�..I
No 62240
-:0 STATE OF
Report No. C2182-4 001
A,
Date: 9.9.17 "-( OR\\) !�l
N
Co.
AX- %
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FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24"wide coverage with (5) 1/2"highribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel(ASTM A792)or painted steel (ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. W thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges. Designed,as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety=2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: 49-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall he of sufficient length to penetrate through the deck a minimum
of 3/8" and installed as per Metal Sales current installation procedure.
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 UL580-06 'Uplift Resistance
of Roof Assemblies' & UL1897-04 'Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The-test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
directory or ASTM E108/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580& 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01,Reporting Date 9/20/13
I
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t
f
i
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FL 14645.4-R3
C2182-4
9.9.17
Page 3 of 3
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 2017 Section 1505 and current approved roofing materials
METAL SALES MANUFACTURING CORPORATION
W-Crimp Uplift Loads
(Min.26 ga.)
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) (psf)
Coverage width:24" 6 172.5
9 120.0
12 90--0
Panel Fasteners 15 72.0
#9-16 or#10-14 hex head 18 60.0
wood screws with sealed
51.4
washer
24 45.0
27 40.0
30
33 32.7
36 30.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as,per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
I Three or more spans condition.
50C
%% lee
N o240 .0
2
STATE OF -'441
0
1216 N Lansing Ave.,Suite C S!cBala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74 106 FL 62240
9-18 492 5992