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ST. L CIE COUNTY RECEIVEDp, t Aypr.,, Ape :a nn ea= > �at,r L,t>Apy 0 �CC ( t c� DEC 15 1010
FL# FL 14 R3
Application Type Revision Permitting Department
Code Version 2017 St. Lucie County
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 Bala Sockalingam
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 Certificatelndeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 2012
TAS 125 2003
UL 1697 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
9/18/2018 Florida Building Code Online
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
14645.1 2.5"Corrugated Min. 26 ga., 21.33"wide coverage through fastened roof panel
over min. 19132"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluatlonReportC2182 i.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/-86.0 Evaluation Reports
Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R3 AE Evaluation ReoortC2182 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 Installation Instructions
Approved for use In HVHZ: No EL14645 R3 11 Evaluatip_W2dC2182 2 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/-149.6 Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24"o.c., FL14645 R3 AE E aluationReoortC2182 2 pdF
131.3 psf at fastener spacing of 18"o.c. and 149.6 psf at Created by Independent Third Party: Yes
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.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II Evalual;LQ eDortC2182 3.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/-196.75 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 36"o.c., FL14645 R3 AE EvaludtlonReportC2182 3.pol
74.8 psf at fastener spacing of 16"o.c. and 196.75 psf at Created by Independent Third Party: Yes
f
:Ap
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.
Use Installation Instructions
d for us VHZ: No FL14645 R3 11 EvaluationReportC2182 4 odf
se 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 EvaluationReoortQ182 4.odf
and 172.5 psf at fastener spacing of 6"ox, 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 05B.
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL14645 R3 li EvaluationReoortC2182 S.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. and FL14645 R3 AE EvaluationReoortC2182 5.odf
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 EvaluationReportC2182 6.odf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Desgn Pressure: +N/A/-97.05 Evaluation Reports
Other:Uplift load of 41.6 psf at clip spacing of 36"o.c., 71.0 FL14645 R3 AE EvaluationReoortC2182 6.odf
psf at clip spacing of 12"o.c. and 97.1 psf at clip spacing of 12" Created by Independent Third Party: Yes
o.c.with sidelap adhesive.
A18%2018 Florida Building Code Online
14645.7 Aluminum Vertical Seam i Nom. 0.032"thick, 16"wide,aluminum standing seam roof
i panel over min. 19/32"thick plywood deck
Limits of Use ;Installation Instructions
Approved for use in HVHZ: No i FL14645 R3 II EvaluationReportC2182 7.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/-162.0 Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36"o.c., 100.2 FL14645 R3 AE EvaluationReoortC2182 7.pdf
psf at clip spacing of 12"o.c. and 162.0 psf at clip spacing of Created by Independent Third Party: Yes
12"o.c.with support strap.
14645.8 Classic Rib i 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 i FL14645 R3 II EvaluationReportC2182 8.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/-91 Evaluation Reports
Other: Uplift load of 41.5 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationReportC2182 8.pdf
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 II EvaluationReportC2182 9.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/-133.9 Evaluation Reports
Other: Uplift load of 74.8 psf at fastener spacing of 36"o.c., FL14645 R3 AE EvaluationReportC2182 9.pdf
92.3 psf at fastener spacing of 24"o.c. and 133.9 psf at Created by Independent Third Party:Yes
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.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/-135.0 Evaluation Reports
Other: Uplift load of 45 psf at fastener spacing of 24"o.c. and FL14645 R3 AE EvaluationReportC2182 10.odf
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.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 11.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/-138.5 Evaluation Reports
Other: Uplift load of 68.4 psf at fastener spacing of 24"o.c. FL14645 R3 AE Eva I uation ReportC2182 11.pdf
and 138.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
14645.12 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 EvaluationReportC2182 12.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/-86.55 Evaluation Reports
Other: Uplift load of 20.8 psf at fastener spacing of 24"o.c., FL14645 R3 AE EvaluationReportC2182 12.pdf
63.5 psf at fastener spacing of 6"o.c. and 86.55 psf at fastener Created by Independent Third Party: Yes
spacing of 6"o.c. with sidelap adhesive.
14645.13 PBR-Panel or R-Panel Min. 26 ga., 36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use i Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 13.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/-131.0 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationReportC2182 13.pdf
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.14 Pro-Panel II Min. 29 ga., 36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Anoroved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 14.pdf
�;�5/201i3 Florida Building Code Online
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/-71.5 j Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 24"D.C. FL14645 R3 AE Eva luationReoortC2182 14.odf
and 71.5 psf at fastener spacing of 12"D.C. Created by Independent Third Party: Yes
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CC2_yri ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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.If you 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 emails
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 if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
`-=tx1
Credit Card
Safe
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
Fat: .(502) 855-4290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer 462240
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)
Installation Details (1 Page) %% ,SOCKq i�
Load Span Table (1 Paged J P�,P��G E N 8�:•�'�9,y°��
q Q �• • a
4 No 62240
Report No. C2182-4 0': STATE
P•; a>'
Date: 9.9.17 0 F1 0.•'��`�.
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,q, ,g . -2-01-7
FL 14645.4-R3
C2182-4
9.9.17
Page 2of3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5 V-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).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. 3/4" 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: #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" 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
FL 14645.4-R3
C2182-4
9.9.17
Page 3 of')
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
directory or ASTM E 108/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
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PANEL OVERLAP e.s, D.S.
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\5V-CRIMP
FASTENER AT PANEL FLAT
SEE DETAIL 2 SEE DETAIL 1 REQUIRED FOR PANEL a
�� ENDS ONLY.
M.
II u
u MINIMUM ATTACHMENT: u
u II
II \ J \ V c
/ PANEL FASTENER PER UPLIFT
LOAD TABLE j
UNDERLAYMENT SHALL BE INSTALLED 8d x 2.5" LONG RING SHANK NAIL `
AS PER MANUFACTURER'S INSTALLATION OR #8 x 2" LONG WOOD SCREWS
GUIDELINES SPACED 0 6" O.C. IN THE FIELD 4
& AT EDGES
MIN. 2X- WOOD RAFTER/JOIST/ d
TRUSS AT MAX, 24" O.C. o 0
TYPICAL PANEL INSTALLATION X—SECTION Z �o
N"o°
`r M
#9-16 OR #10-14 WOODSCREWS u" N
WITH SELF SEALING WASHER AT owN
MAXIMUM SPACING OF 36" D.C. ...I
MJN
N
5V-CRIMP
MIN 26 GA. NJ
to
W h
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GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
UNDERLAYMENT FLORIDA BUILDING CODE (FBC), CL IL
OSB 7/16• THICK (MIN,) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"), EFFECTIVE COVERING
DETAIL 1 PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24". «
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
#9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS -
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE, IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
SV-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
MIN RI GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
NJ
7
UNDERLAYMENT OSB 7/16" THICK (MIN.) OR 2�82-4
DETAIL 2 PLYWOOD 15/32" THICK (MIN.) srr�r no.
� of �
METAL SALES MANUFACTURING CORPORATION
5V-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 ?1 51.4
washer 24 45.0
27 40.0
30 36.0
33 32.7
36 30.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of-').
?. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
I Three or more spans condition.
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No 62240
STATE O :•4/
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1216 N Lansira Ave , Suite C •V ; ,- i Bala Sockalinaam.Ph.D.,P.E.
Tulsa,Ok 74106 @ ' — FL 62240
918 492 5992