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FL40264
New
2020
Approved
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
(502) 855-4300
dstermer@metalsales.us.com
David Stermer
dsterme r@ meta Isa I es. us, corn
Roofing
Metal Roofing
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 Ceruflcations, Inc.
Quality Assurance Contract Expiration Bate 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
FL402 4 RO CQ1 ertifi a Independence.{Ldf
Standard
TAS 125
UL 1897
UL 580
Year
2003
2012
2006
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3/11/22, 7.49 AM Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL* I Model, Number or Name
40264.1 j5V-Chmp
11/24/2021
11/29/2021
12/05/2021
02/08/2022
Description
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
FL40264 RO II Eva] uaLion Repo 2516 1,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/-183.5
Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c.
FL40264 RO AE EvaluationReps rtC2516 1.pdf
and 183.5 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
40264.2
Aluminum Image II
16" wide, nom 0.032" thick aluminum concealed fastener roof j
panel over min 19/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL40264 R,O, II EvaluationReportC2516 2.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/-173.8
Evaluation Reports
Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c.,
F 40264 RO AE EvaluationReRQqC 516 2.W
107.4 psf at fastener spacing of 6" o.c. and 173.8 psf at
Created by Independent Third Party: Yes
fastener spacing of 6" o.c, with support strap & adhesive.
40264.3 I 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 FL40264 RO II EvaluationReportC2516 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/-97,1 Evaluation Reports
Other: Uplift load of 41,6 psf at clip spacing of 36" o.c., 71.0 FL40264 RO AE Eva] uationRepgdf2516 3.pdf
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.
40264.4 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 171-402 4 RO II v luati Rep_or[C2516 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/-162 Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36" o,c,, 100.2 FL40264 R0 AE Fvaluationgyp2rtC2516 4.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 & adhesive.
40264.5 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 FL40264 RO II _Eva lualionReportC2516 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/-116 Evaluation Reports
Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., L4_0264 RO AE ,EvaivationRep Cart 512 6 5.ndf
63.5 psf at fastener spacing of 6" o.c., 86,6 psf at fastener Created by Independent Third Party: Yes
spacing of 6" o.c. with sidelap adhesive and 116 psf at fastener
spacing of 6" o.c. with support strap & adhesive.
40264.6 Image II Min. 26 ga., 16" wide concealed fastener roof panel over min.
19/32" thick plywood deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL40264 RO IT Fvalu tionReportC2516 6.pdr
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/-139.1 Evaluation Reports
Other: Uplift load of 84.3 psf La fastener spacing of 24", 102.7 FL40264 RO AE EvaluationReportC2516 6.pdf
Created by Independent Third Party: Yes
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3111122, 7:49 AM
Florida Building Code Online
psf @ fastener spacing of 6" and 139.1 psf @ fastener spacing
of 6" with 3/8" bead adhesive in sidelap
40264.7 Vertical Seam
Max. 16" wide, min. 24 ga. standing seam roof panel over min,
15/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL40264 RO II EvaluationReportC2516 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/ -top
Evaluation Reports
Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., 73.0
FL40264 RO AE EvaluationReportC2516 7.pdf
psf at clip spacing of 24" o.c., 114.3 psf at clip spacing of 8"
Created by Independent Third Party: Yes
o.c. and 200.0 psf at clip spacing of 12" o.c. with support strap
& adhesive.
40264.8
Vertical Seam
Max. 18" wide, min. 24 ga. standing seam roof panel over min.
15/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL40264 RO II Eva luationReportQY 16 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/-105
Evaluation Reports
Other: Uplift load of 36.6 psf at clip spacing of 48" o.c., 82.5
F 4 RO AE Fv IuationR Cpq,rl_ 2516 8.pdf
psf at clip spacing of 12" o.c. and 105,0 psf at clip spacing of
Created by Independent Third Party: Yes
12" o.c. with sidelap adhesive.
Sack f4ext
Contact Us :: 2601 Blair Stone Road,_ Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cop-0ctht20o7-2013 State of F€orida.:: Privacy Statement :: Accessibility statemert :: Refund Statement
Under Florida law, email addresses are pub€ic records. If you do not want your a -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 850.487.139s. *pursuant to Section 155.275(l),
Florida statutes, effective October 1, 2012, licensees ffcensed 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 her,
Product Approval Accepts:
71 17J WR eCheck
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 7TH EDITION (2020)
FLORIDA PRODUCT APPROVAL
FL 40264.1
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. (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Load Span Table (1 Page)
Report No. C2516-1
Date: 11.23.2021
.......... /,. V °'
No Z?=40
` '. STATE OF
FL 40264.1
C2516-1
11.23.2021
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. 7/16" thick OSB or min. 15/32" thick plywood or ruin. 1/4" 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 plywood field and edges. Designed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
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: 30.0 psf at fastener spacing of 36" o.c.
(Factor of Safety = 2) 183.5 psf at fastener spacing of 6" o.c.
Fastener .Pattern:
Type: #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. Fasteners
are corrosion resistant as per FBC 2020 Section 1507.4.4,
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' & UL1897-12 `Uplift Tests for Roof Covering
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
FL 40264.1
C2516-1
11.23,2021
Page 3 of 3
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
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 2020 Section 1505 and current approved roofing materials
directory or ASTM E108/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 & 1897 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T243-21, Reporting Date 9/21/202t
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METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min, 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 24"
Panel Fasteners
#10-14 hex head wood
screws with sealed washer
6
183.5
9
122.3
12
91.8
15
73.4
18
612
21
52.4
24
45.9 -v
40.8
36.7
27
30
33
33.4
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 40264.1 and Metal Sales current installation procedure.
I Three or more spans condition.
1216 N Lansing Ave.. Suite C
Tulsa, Ok 74106
918 492 5992
No €i224 J
t 1. -z?,, 2O`2�
Bala Sockalingam, Ph.D.. P.E.
FL 62240