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Product Approval Menu>)'roduct or AoolicaUon Search>Application List>Application Detail
tm FL`g FL14645-R2
• i
Application Type Revision
Code Version 2014
Application Status Approved
THESE P LAWS AND ALL PROPOSED WOhK
Comments :c:ARE SUBJECT TO AW CORRECTIONS
Archived REQUIRED BY FIELD INSPECTORS THAT.
Product Manufacturer Metal Sales Manufacturing rbp$��Fr y'•� � � •I@gyy En ¢¢:TRg®
Address/Phone/Email 545 South 3rd Street,Suite,� I--ALL�iPP�s9F.��9 BLES CODES?
Louisville,KY 40202
(812)218-7342
dstermer@metalsales.us.com
Authorized Signature David Sterner
dsterrner@metalsales.us.com noa —c `w
ST.LUCiF COU?%7Y BUM'PP;G DIVISION
Technical Representative r•-,
Address/Phone/Email J�F VL6i%i7 Ft?R 'L1�,1v.F
REM B
Quality Assurance Representative DATE ` `7
Address/Phone/Email PLANS AND PJERMIT MUST BE KEPT ON JUS
On NO INSPECTION NVIL_.'—RE MADE,
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
I 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 12/31/2020
Validated By Yoosef Lavi,P.E.
W+ Valtdation Checklist-Hardcopy Received
Certificate of Independence FL14645 R2 COI Certificateindeoendence.ocir
Referenced Standard and Year(of Standard) Standard Year
FM 4470 1992
TAS 125 2003
UL 1897 1998
UL 1897 2004
UL 580 1994
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14645 R2 Enuiv TestEouivalentC2010 UL.odf
Sections from the Code
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Florida Building Code Online• . Page 2 of 3
Product Approval Method Method 1 Option D
r
Date Submitted 03/31/2015
Date Validated 04/14/2015
! Date Pending FBC Approval 04/18/2015
Date Approved 06/23/2015
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 R2 II EvaluationReportC2010 1 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.and 86.0 FL14645 R2 AE Eva luationReoortC2010 1 odf
Psf at fastenerspacing of 12"o.c. 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 flat.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14645 R2 II EvaluationReportC2010 2.Ddf
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.,131.3 psf FL14645 R2 AE Eva luationReoortC2010 2.Ddf
at fastener spacing of 18"o.c.and 149.6 psf at fastener spacing of 12" Created by Independent Third Party:Yes
D.C.
14645.3 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min.19/32"thick
1plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14645 R2 II EvaluationReportC2010 3.1)df
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.,74.8 psf at FL14645 R2 AE EValuationReoOrtC2010 3.Ddf
fastener spacing of 16"o.c.and 196.75 psf at fastenerspacing 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
1plywood deck or 7/16"thick OSB with fasteners throw h panel rib.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14645 R2 II EvaluationReportC2010 4.Ddf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Parry:Yes
Design Pressure:+N/A/-172.5 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c.and 172.5 FL14645 R2 AE EvaluationReportC2010 4 odf
psf at fasteners acing of 6"o.c. Created by Independent Third Pa :Yes
14645.5 Aluminum Classic Rib Nom.0.0 "thick,36"wide,aluminum through fastened roof panel over
min.15/32"32 thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 11 Evaluation ReoortC2010 S.Ddf
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 120 psf FL14645 R2 AE EvaluationReoortC2010 S.Ddf
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 R2 II EvaluationReportC2010 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 41.55 psf at clip spacing of 36"o.c.,71.0 psf at clip FL14645 R2 AE EvaluationReportC2010 6 odf
spacing of 12"o.c.and 97.05 psf at clip spacing of 12'o.c.with sidelap Created by Independent Third Party:Yes
adhesive.
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 R2 II EvaluationReoortC2010 7.0f
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 41.55 psf at clip spacing of 36"o.c.,100.2 psf at FL14645 R2 AE EvaluationReportC2010 7.Ddf
clip spacing of 12"o.c.and 162.0 psf at clip spacing of 12"o.c.with Created by Independent Third Party:Yes
support strap. '
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 FL14645 R2 II EvaluationReportC2010 8.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/-133.9 Evaluation Reports
Other:Uplift load of 74.8 psf at fastener spacing of 36"o.c.,92.3 psf at FL14645 R2 AE EvaluationReoortC2010 8.odf
fastener spacing of 24"o.c.and.133.9 psf at fastener spacing of 18"o.c.1 Created by Independent Third Party:Yes
14645.9 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 R2 II EvaluationReoortC2010 9.Ddf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
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Florida Building Code Online Page 3 of 3
i
i
t Impact Resistant:N/A Created by Independent Third Party:Yes
Deslpn Pressure:+N/A/-135.0 Evaluation Reports
Other:Uplift load of 45 psf at fastener spacing of 24"o.c.and 135 psf FL14645 R2 AE Evaluation ReoortC2010 9 Ddf
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.15/32"thick
` plywood deck.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14645 R2 11 EvaluationReDOrtC2010 10.Ddf
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.and 138.5 FL14645 R2 AE EvaluationReoortC2010 10.odf
psf at fastener spacing of 12"o.c. Created q Independent Third Party:Yes
14645.21 Image II Min.26 ga.,16"wide concealed fastened roof panel over min.15/32"
thick plywood deck or 7/16"thick OSS.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 11 EvaluationReoortC2010 11.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/-86.55 Evaluation Reports
Other:Uplift load of 20.75 psf at fastener spacing of 24"o.c.,63.50 psf FL14645 R2 AE EvaluationReoortC2010 ll.ndf
at fastener spacing of 6'o.c.and 86.55 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
with sidelap 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 Use Installation Instructions
Approved for use In HVHZ:No FL14645 R2 II EvatuationReoortC2010 12 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.and 131.0 FL14645 R2 AE EvaluationReoortC2010 12,0df
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"thick
plywood deck.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14645 R2 II EvaluationReoortC2010 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/-71.5 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 24"o.c.and 71.5 FL14645 R2 AE EvaluationReoortC2010 13.odf
psf at fastener spacing of 12"o.c. I 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.Copyright 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 mall.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
emalB 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:
_ Credit C2lyd- -
Sate
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9
:3
r
EVALUATION REPORT OF
' METAL SALES MANUFACTURING CORPORATION
126-GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5TH EDITION(2014)
FLORIDA PRODUCT APPROVAL
FL 14645.2-R2
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 314 Street,Suite 200
Louisville,KY 40202
Telephone: (502)8554300
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
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This report consists of
Evaluation Report(3 Pages including cover)
Installation Details(1 Page) ���si���u��q�
% 50CKAt�
• •......... it
�• No 62240
Report No. C2010-2 ='o
Date:3.27.15 STATE OF :4u
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OR
II 3.30. 20 t�
I
• FL 14645.2-R2
C2010-2
3.27.15
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).
Deck Description: Min. 19/32" 'thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
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
Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2) 131.3 psf @ fastener spacing of 18" o.c.
149.6 psf @ 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".
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
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support 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
Evaluation Report. Refer to FBC 2014 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
FL 14645.2-R2
C2010-2
3.27.15
Page 3 of 3
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
DRI.WN fl'f: GED%CD Hf:
BLS D.S.
PLOT: MR
PANEL FASTENER -I /DS/IS
SEE DETAIL 1 SPACING PER ALLOWABLE
5V-CRIMP \ PRESSURE TABLE. 3
UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32'LYWOODTHICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES 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 s
SEE DETAIL 1 24"
5V-CRIMP \ U N
C7 L+1Ly
AA
'in Np
.4
1 .}I�
=R �
a 'Y
UNDERLAENT SHALL BE INSTALLED 19%300D HICK (MIN.) Ln
_'OoAS PER MANUFACTURER'S INSTALLATION . SHANK NAIL S w
GUIDELINES x�p
MIN. 2X_ WOOD RAFTER/JOIST] OR #8 x 2" LONG WOOD SCREWS »Ln
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & g Eo
AT PLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDS 0It-
tn
TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE 2
FASTENER PRESSURE Ld
SPACING (PSF) Gi a ;
(IN) 7d p o
#9-16 OR #10-14 WOODSCREWS 24 84.5 a a
WITH SELF SEALING WASHER AT a m
MAXIMUM SPACING OF 24" D.C.
18 131.3 vo%
5V-CRIMP 12 149.6 g "
MIN 26 GA.
GENERAL NOTES: o u $
A. 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.
PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
UNDERLAYMENT 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
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
q
DETAIL 1 REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. Y.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS ZOtO—NZ,
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. SHEET No.
OF