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Product Approval USER:Public User COMB FASTENERS OR ATTACHMENTS
' Product Approval Menu>Product or Application Search>Application List>Application N RF-SPONSIBILI Y OF THEtlon Detail ([j�nap
t` 4a FL# FL14645-R2 l� �"" '�!�'1`='' n a,p
Application Type Revision
Code Version 2014
Application Status Approved Comments THESE
HESE PLANS AND A ILL PROPOSED g OEIK
Archived . ` ARE SUBJECT TO AW1 CORRECT10INS
REQUIRE®OY FIELD @NVECTOPS T I°I+
Product Manufacturer Metal Sales Manufacturing CAP I
Address/Phone/Email 545 South 3rd Street,Suite`W1Qe'.�� +m ��,y � c FIBi�C
Louisville,KY 40202 @' d , o <E a; rr),
(812) 218-7342 1�11�� + ;994 P l, 14 ��'PPLICA'21,2 E
dstermer@metalsales.us.com
Authorized Signature David Stermer
dstermer@metaisales.us.com
c (�
ST VCR COLJN; RITiLnn:C7 nIVISION
Technical Representative
REWLEWED FOR IIIPL NNE
Address/Phone/Email
DATE 3 �
Quality Assurance Representative PLANS AND PERAnT MUST BE KEPT ON JOB
Address/Phone/Email OP NO LN-SIPECTIC N`MILL B NLA;:E.
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
r
J: 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 12/31/2020
Validated By Yoosef Lavi,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL14645 R2 COI CertificateIndeoendence.Ddf
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 Eotliv TestEguivalentC2010 UL odf
Sections from the Code
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Florida Building Code Online• • Page 2 of 4
Product Approval Method Method 1 Option D
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 11 EvaluationReportC2010 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/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FI.14645 R2 AE EvaluationRepo_rtC201_0 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 FL14645 R2 fI EvaluationReportC2010 2.1)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/-149.6 Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24" Fl 14645 R2 AF EvaluationReportC2010 2..pdf
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.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2. 11 FValuationReportC2010 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" FL14 4$ R2 AE Ev?haa7 ionReportC201Q 3.pdf
o.c.,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party:Yes
at 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 R2 II EvaluationReportC2010 4.2df
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 R2 AE EvaluationReportC2010 4.odf
and 172.5 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 R2 II EvaluationReportC2010 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/-120 Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R2 AE EValuationReoortC2010 Sxdf
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 11211 Eva IuationReportC2010 6.odf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
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Florida Building Code Online• Page 3 of 4
Design Pressure: +N/A/-97.05 Evaluation Reports
Other: Uplift load of 41.55 psf at clip spacing of 36" o.c., FI 14645 R2 AF EvaluationReportC2010 6.pdf
71.0 psf at clip spacing of 12"o.c.and 97.05 psf at clip Created by Independent Third Party: Yes
spacing of 12"o.c.with sidelap 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 I°I 14645 R2 II EvaluationReportC2010 7.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/-162.0 Evaluation Reports
Other:Uplift load of 41.55 psf at clip spacing of 36" o.c., FL14645 R2 AE Evalu� ionRenortC2010 7.pdf
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. 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 FL14('4! R2 II EvA1-vationReportC2010 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" FL14645 R2 AE EvaluationReportC2010 8.1)df
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.
14645.9 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 EvaluationReportC2010 9.1)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/-135.0 Evaluation Reports
Other: Uplift load of 45 psf at fastener spacing of 24"o.c. FL14645 R2 AE EvaluationReportC2010 9.i)df
and 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.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 10.1)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/-138.5 Evaluation Reports
Other: Uplift load of 68.4 psf at fastener spacing of 24"o.c. FL14645 R2 AE EvaluationReportC2010 l0.odf
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 FL1 i6h5 R2 II Ev._�lua_tignRPportC�Q10 ,ii.pcif
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" FL14645 R2 AE EvaluationReportC2010 ll.pdf
o.c.,63.50 psf at fastener spacing of 6"o.c.and 86.55 psf Created by Independent Third Party:Yes
at fastener spacing of 6"o.c.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 I1 EvaluationReportC2010 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/-131.0 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL14645 R2 AE Eva luationReportC2010 12.odf
and 131.0 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"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 11 EvaluationRenortC2010 19 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. FL14645 R2 AE EvaluationReportC2010 13 odf
and 71.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
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Florida Building Code Online Page 4 of 4
Sack Nezt
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.r'oovriah[2007-2013 State of Florida.::Privacy Statement::A ibili��.SyGtatement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-maii 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 her .
Product Approval Accepts:
......... ........_........
Credit Carr
Safe
1
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' r
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 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 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)
Installation Details (1 Page)
--`**S0CKAQ&
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No -2240 '
r
Report No. C2010-2
Date: 3.27.15 C•�' STATE CF �
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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
i'
• e Daum Daum vn
� os.
.FASTENER aO.• wn
PANEL
SEE DETAIL 1 �- /=ins
P SPACING PER LE.OWABLE
5V—CRIM PRESSURE TABLE k
"' � . 3
19
UNDERIA MENT SHALL BE INSTALLED PLYWOOD
MINIMUM ATTACHMENT: 19/32'THICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION 8d x 7 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
24" d
5V—CRIMP SEE DETAIL 1 U N
\ i t�-I-
D 0 0
x
� NI
UNDERLAYMENT SHALL BE INSTALLED m
AS PER MANUFACTURER'S INSTALLATION MINIMUM ATTACHMENF: 19/32" THICK (MIN.) n�Ogo
8d x 2.5" LONG RING SHANK NAIL J N
MIN: 2X— WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS ? N
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & 09
AT PLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION 'X-SECTION ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE L4 2
SPACING (PSF) a
(IN) p u
#9-16 OR #10-14 WOODSCREWS 24 84.5 a a ���
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 24" O.C.
18 131.3a
SV-CRIMP
12
MIN 26 GA.
ln H
GENERAL NOTES: ,
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.
UNOERLAYMENT 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
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
q
D ETAI L 1 REQUIREMENTS'OF THIS DRAWING & THE CODE,.THE CODE SHALL CONTROL
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2010-2
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. %iEEr
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