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130CC
FL# FL14645-R4
z z�
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@ m etalsa les.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
Qua lity.Assueance.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
UL1897 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 Installation Instructions
Approved for use in HVHZ: No FL14645 R4 II EvaluationReportC2397 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 R4 AE EvaluationReportC2397 i.pdf
and 86.0 psf at-fastener spacing of 12"o.c. Created by Independent Third Party: Yes
14645.2 rimp 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 R4 II Eva luationReportC2397 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., EL14645 R4 AE- EvaluationReportC2397 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 R4. II -EvaluationReportC2397 3.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/-196.75 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36"o.c., FL14645 R4 AE EvaluationReportC2397 3.Rdf
74.8 psf atfastener spacing of 16"o.c. and 196.75 psf at Created by Independent.Third Party: Yes
fastener spacing 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.R4 II- Eva luationReportC2397 4.pdf
Approved for use outside HVHZ: Yes Veified 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 R4 AE'Eva luation Repo rtC2397 4.pdf
and.172.5 psf at fastener spacing of 6"o.c. 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 Installation Instructions
Approved for use in HVHZ: No F1_14645- R4 II EvaluationlkeDOrtC2397 5.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/-97.1 Evaluation Reports
Other:.Uplift load of.41.6 psf at clip spacing of 36"o.c.,71.0 F 54645 R4 AE`EvaluationR-portC2397 5.pd
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.
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 Installation Instructions
Approved for use in HVHZ: No FL14645 R4 II EvaluationReportC2397 6.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 R4 AE. EvaluationReportC2397 6.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.
14645.7 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 R4 II EvaluationReportC2397 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/-91 Evaluation Reports
Other: Uplift load of 41.5 psf at fastener spacing of 48"o.c. FL14645 R4 AE EvaluationReportC2397 7.pdf
and 91 psf at fastener spacing of 6"o.c. Ceeate6 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 Installation Instructions
Approved for use in HVHZ: No F1_14645-R4 II EvaluationReportC2397 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/,133.9 Evaluation Reports -
Other.:,Uplift load of 74.8.psf at fastener spacing of 36"o.c., FL14645 R4 AE EvaluationReportC2397 8.pd
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.
14645.9 Classic Rib Min. 29-ga., 36"wide through fastened roof panel over min.
7/1ti".thick OSB deck
Limitsof Use Installation Instructions
Approved for use in'HVHZ: No FL1,4645 R4 II EvaluationReportC2397 9.odf
Approved for useoutside 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
Oth6r:-U,pli.t.load of-45 psf at fastener spacing of 24"o.c. and EL14645-R4 AE-EvaluationReportC2397 9.pdf
135 psf at fastener.spacing of 6"o.c. Created.=by Independent Third Party:Yes
14645.10 Classic Rib Min. 29 ga., 36"wide through fastened roof panel over min.
15132"thick plywood deck.
Limits,.of Use Installation Instructions
Approved,for use in HVHZ: No, FL14645 R4 II,EvaluationReportC2397 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/,-138.5 Evaluation Reports
Other: Uplift load of 68.4.psf at fastener spacing of 24"o.c. FU4645.R4- AE.Evaluation ReportC2397 l0.1224f
and 138.5 psf at fastener spacing of 12"o.c. 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 Installation Instructions
Approved for use in HVHZ: No F1_14645 R4-II EvaluationReportC2397 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,'P ressure: +N/A/-86.55 - -Evaluation Reports
Other: Uplift load of20.8 psf at fastener spacing of 24"o.c., FLi4645' R4 AE Ev6luationReportC2397 11.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" ox.withsidelap adhesive.
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.Us*e Installation Instructions
Approved for use-hi HVHZ: No-, FLi4645- R4-II EvaluationReportC2397 12.pdf
Approved forms outside HVHZ:Yes Verified,By:-Baia: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. FLi4645 R4 AE EvaluationReportC2397 12.pdf
and 1-31.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.13 Pro-Panel II Min. 29 ga.,36"wide through fastened roof panel over min.
15/.32".thlck plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R4 'II .Eva luation Repo rtC2397 13.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/.-71.5 Evaluation Reports
Other: Uplift load:of 41.61 psf at,fastener spacing of 24"o.c. -'FL1464'S:R4.-AE: Evaluation Repo rtC2397 13.pd
and 71.5 psf at fastener` pacing of 12"o.c.' Created by Independent Third.Party: Yes
back N-;E
Contact Us:r2601 Blair Stone Road,Tallahassee FL 32399 Phone:-850-487-1824
The State of FloridaAs an AA/EEO employer.Copyl(aht 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 a-mall address released An 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 pubiic'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:
Mr WIFE,] MI-M.M.
- � Credwt Card
EVALUATION'REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE'7TH EDITION(2020)
FLORIDA PRODUCT APPROVAL
FL 14645.2-R4
ROOFING
METAL ROOFING
Prepared' For:
Metal.Sales-Manufacturing Corporation
545 South 3rd Stree.4-Suite:200,
Louisville,KY 40202
Telephone-,(501).855-4300.
.Fax---(502)1855-4100.
Prepared By.
BallaSockWingam;PhiD.-,P.E.
Florida
a Professional Engineer#61240
:1216 N Lansing Ave.,Suite C
Tulsa,OK 74106'
Telephonet'(918)4925992
FAX: (866) 366-1543'
This report consists of
Evaluation.Report(S Pages.including.cover)C w e*)
Installation:1)etails(l Pag
e)
E N 8 wl
t;o 16,2240
tu
0
Report'No. C2397-2 a STATE
0 A,
Date: 10.7.2020 0B\9
to.rt
-L C
FL 14645.2-R4
C2397-2
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. 3/a" 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 edges. Designed as per FBC 2020.
Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1
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: 84.5 psf at fastener spacing of 24" o.c.
(Factor of Safety=2) 131.3 psf at fastener spacing of 18" o.c.
149.6 psf at fastener spacing of 12" 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 fasteners per panel width. (4 located adjacent to ribs and 2 between
ribs)
At intermediate 4 fasteners per panel width. (4 located adjacent to ribs)
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
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
FL 14645.2-R4
C2397-2
10.7.2020
Page 3 of 3
Evaluation Report. Refer to FBC 2020 Section 1505 and current
approved roofing materials directory or ASTM E1081UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T235-07,Reporting Date 7/12/07
Project No. T172-08, Reporting Date 4/29/08
B S 0.5.
xor: w>E:
PANEL FASTENER SPACING -I la/c/so
SV-CRIMP SEE DETAIL 1 PER ALLOWABLE PRESSURE
TABLE ON THIS SHEET.
\ /
u u
LF
UNDERLAYMENT SHALL BE INSTALLED PLYWOOD -
AS PER MANUFACTURER'S INSTALLATION MINIMUM ATTACHMENT: 19/32" THICK (MIN.)
GUIDELINES 8d x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
-CRIMP 24SEE DETAIL 1
SV 0 0
U N
U u1N
Z —O
UN
/ NCO
II I II 4 wy�I
PLYw00D
UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32" THICK (MIN.) _ �Lj�
AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL "J I
MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS tn »cN
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES ffi j o0
FASTENER PATTERN AT PANEL ENDS 5�
Lo
TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE w
SPACING (PSF) w a
(IN)
#9-16 OR #10-14 WOODSCREWS CL = U
WITH SELF SEALING WASHER AT 24 84.5 a a
MAXIMUM SPACING OF 24" O.C.
18 131.3 v z
5V-CRIMP 12 149.6 >
MIN 25 GA. o �0
- Mtn
GENERAL NOTES of
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
19/32" THICK (MIN.) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
DETAIL BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. DRnWING NO. Rev.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS -2
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 2397 397 r
7. REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3:12. 1 OF 1