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FL# FL20484-R1 !'
^� Application Type. Revision �•
Code Version 2017
Application Status Approved
—
Comments 6 5 f� / t
' Archived 0
REVIEWED FOR
Product Manufacturer UNION CORRUGA 6JJVAddress/Phone/Email COMPLIANCE701S
.
FAYETT(910 483Io 79Nc ERM. L.UCIE COUNTY
jstieby@unioncormgating.corb Authorized Signature John S@unl
' jstieby@unioneorruga t BOCC`4ffting.com \//y
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Technical Representative
Address/Phone/Email
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Quality Assurance Representative
Address/Phone/Email
Category' Roofing File Co
Subcategory Metal Roofing
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
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Florida Engineer.or Architect Name who developed Bala Sockaiingam
the Evaluatior Report
r Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 09/07/2027;
Validated By Yoosef Levi,;P.E.
21 Validation Checklist-Hardcopy Received
4
Certificate of Independence FL20484 R3 COI Certificatelndeoend nce odf
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Referenced Standard and Year(of Standard) Standard Year
FM 4470 2012
TAS 125 2003
UL 1897 2012
UL 580 2006
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Equivalence of Product Standards
j Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgX... 10/12/2019
Florida Binldmg Uode UnIme
1
Product Approval Method Method i Opdon D
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Date Submitted 08/23/2017
Date Validated 08/28/2017'
Date Pending FBC Approval 09/01/2017
Date Approved 12/12/2017 '
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Sumrnary of Products
FL# Model,Number or Name Description
20484.1 5V Min 26 ga.,24"wide through fastened panel over 15/32"
thl`ck plywood
Limits-of'Use Installation Instructions
Approved for use in HVHZ:No FL20484 R1 II EvaluationReportC2175 i odF
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-169 Evaluation Reports
Other:Uplift load of 71.0 psi @ fastener spacing of 24"o.c, FL20484 R1 AE EyaluationReportC2175 1 odf
' &169.0 psf @ fastener spacing of 6"o.c. Created by Independent Third Party:Yes {k
20484.2 Advantage-Lok II Min 26 ga. 16"wide concealed fastened panel over 7/16" I
thick OSB&15/32"&thick plywood
Limits of:Use Installation Instructions
Approved for use in HVHZ:No FL20484'RI II EvaluationReoortC2175 2 odf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-116 Evaluation Reports
Other:Maximum uplift load of I16.0 psf @ seam fastener FL20484 R1 AE EvaluationReoortC2175 2 odf
spacing of 4-5/8"o.c.along seam Into min. 15/32"thick APA Created by Independent Third Party:Yes
rated plywood with retainer strap.
20484.3 Aluminum Advantage-Lok II Max 16.375"wide,nom 0.032"thick(min.)aluminum
1 concealed fastener roof panel over min 15/32"thick plywood
deck or 7/16"thick 0S8.
" Limits of Use Installation Instructions
Approved for use in HVHZ:No h20484 RI II Evalua6onReoortC2175 3 odf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240
Impact Resistant:N/A Created by,Independent Third Party:Yes
Design Pressure:+N/A/-93.5_ Evaluation Reports
Other:Uplift load of 22.5 psf at fastener spacing of 18,5" F1_20484 R1 AE EvaluationReoort 2175 3 ndf
ox..and 86.0 psf at fastener spacing of 4.63"o.c.in 15/32" Created by Independent Third Party:Yes
plywood or 7/16"OSS.Uplift load of 93.5 psf at fastener
spacing of4.63"o.c.with structural sealant in 15/32"
plywood.
20484.4 Aluminum SL150 Max 16"wide,nom 0.032'.'thick'(min.)aluminum snap-lock
standing seam metal panel over min 15/32"thick plywood_
deck or 7/16"thick OSB.
Limits of use Installation Instructions
j Approved for use in HVHZ:No F1,20484 RI II EvaluationReoortC2175 4 pdf
Approved forXe outside HVHZ:yes Verified By:Bala Sockalingam P.E.62240'
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-86 Evaluation Reports
Other:,-Uplift load of 45.0 psf at clip spacing of 24"o.c..and h20484 R1 AE EvaluationReoortC2175 4 odf
78.5 psf at clip spacing of 6"o.c.in 15/32"plywood or 7/16" Created by Independent Third Party:-Yes
i OSB.Uplift load of 86.0 psf at clip spacing of 6"o.c.with
structural sealant in 15/32"plywood.
20484.5 MasterRib Min 29 ga'.,36"wide through fastened panel over 15/32"
thick plywood or 7/16"thick OSB
Limits of Use Installation instructions
Approved for use-in HVHZ:No FL20484 R1 II EvatuationReoortC2175 5 odf
I Approved for useutside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240
Impact Resistant:outside
Created by Independent Third Party:Yes
Design Pressure:+N/A/-124 [evaluation Reports
Other:Uplift load of 56.0 psf @ fastener spacing of 24"-o.c. F00484 RI AE EvaluationRePortC2175 5 adF
&124.0 psf @ fastener spacing of,6"o.c. Created-by Independent Third Party:Yes
20484.'6 MasterRib Min 29 ga.,36"wide.through fastened panel over 15/32"
thick-plywood
Limits of Use Installation Instructions
r Approved.fo use in HVHZ:No FL20484 R1 II Eva luatlonReoortC2175 6 odf
Approved for use outside.HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240
Impact Resistant:N/A ;Created by Independent Third Party:Yes
Design Pressure:+N/A/=88:5 Evaluation Reports
Other:Uplift load of 56 psf for Fastening System 1.Uplift 'FL26484 R1 .AE EyaluatlonReoortC2175 b odf
load of BB.5 psf for Fastening System 2_ Created by Independent Third Party:Yes
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h s;//www.floridabuild n .or r/ i a dtl.as x? aram=wGEVX wtD sJ9a49YA nP g �P P PP.. P P Q q gX... 10/12/2019
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Florida"Building Code Online Page 3 of 3
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20484.7 ML150 Max 16.5"wide,min 24 ga.steel standing seam panel over
15/.32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20484 RI II EvaluationRe0ortC2175 7 odf
j Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-124 Evaluation Reports
Other:Maximum uplift load of 124 psF @ clip spacing of 6" FL20484 R1 AE EvaluationReoortC2175 7 odf t
i o.c.with 180 seam,self-adhering membrane and fixed clip. Created by Independent Third.Party:Yes
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20484.8 PBR or R Panel Min 26 ga.,36"wide through fastened panel over 15/32'
I thick plywood
Limits of Use. Instaliation.Instructions
Approved for use in HVHZ:No F1'20484 R1 II'EvaluationReportC2175 8 odf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P:E.62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/461.5 Evaluation Reports
Other:Uplift load.of 30.0 psf at fastener spacing of 48"o.c. FLZ0484 R1 AE EvaluationReoortC2175 8 odf
and 161.5'psfat fastener spacing of 6"o.c. Created by,Independent Third Party:Yes
20484.9 SL175 Max 18"wide,min 24 ga.,snap-lock standing seam metal
panel over,15/32"thick plywood
Limits of Use Installation Instructions
Approved for-use in HVHZ:No Fb13484 R3 II EvaluatiOnReportC2175 9.odf
Approved for use outside HVHZ:Yes, Verified By:Bala Sockalingam,P.E.62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-93.5 Etialuation Reports
Other:Uplift load of 39.8 psf @ clip spacing of 36"o.c.and FL20484 R1 AE EvatuationReoortC2175 9 odf
78.6 psf @ clip spacing of 8"o.c with felt.Uplift load of 93.5 Cleated by Independent Third Party.:Yes
psf @ clip�spacing of 12"o.c.with self-adhering membrane.
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I 8adc Nrext
Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone;850,487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-013 SO 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
emalls 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,Oepattment with an ematfaddress which can be made available to the public.To determine If you are a licensee under.Chapter 455,F.S.,please
click here.
i Product Approval Accepts:
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https://www.floridabuilding-or.g/pr/pr app dtl.aspx?param iwGEVXQwtDgsJ9a49YAgX... 10/12/2019
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
j 126 GA.5V PANEL'-
,
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 20484.1-R1 !
ROOFING
METAL ROOFING
f
'Prepared For:
Union Corrugating Company
701 S.King St.
Fayetteville,NC 28301
Telephone: (910)483-0479
Fax: (910)483-1091
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Prepared By-:
]Bala.Sockatingam,P1i.D:,P.&
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa, OK'74106 i
Telephone: (918)492-5992
i FAX: (866)366-1543
This report consists of
Evaluation Report(3 Pages.including cover)
installation Details (1 Page) 6��®ge��} Gags®a®�
! Load-Span Table.(1 IPlkge) w�� G� AV s��T
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Report No. C2175=1 d =�' '�� •C, ''
Date: 8.23.2017 ,
s� .o°••• F 0
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FL 20484.1-RI .
C2175-1
8.23.2017
Page Z of 3
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Manufacturer' Union Corrugating Company
Product Name: 5V Panel
Panel.Description: 24"wide.coverage with(5)1/2"high ribs }
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
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Deck Description: Min. 1.5/32" thick APA rated plywood or min. 3%4' thick wood plank I
(min SG of 0.42) for- new and existing constructions. Designed by
others and installed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction.
I 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 2017 Section 1507.4.2
Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2) 169.0 psf @ fastener spacing of 6" o.c.
Panel Attacl-nnent: #10=15 x 2" long wood screw with washer
At interior @ max 12" o.c. across panel width through panel rib
i At panel ends @ max 6" o.c. across panel width through panel flat and rib
Test Standards: Roof assembly tested in accordance-with ULS80-06 `Uplift Resistance
j of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1997-04 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
computed using rational analysis prepared by a Florida Professional
Engineer or based on Union load span table. This evaluation report is
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FL 20484.1-R1
C2175-1
8.23.2017
Page 3.of 3
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not applicable in High Velocity Hurricane Zone.Refer to current NOA
i for use of this product 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 E108AM7910 report from an'accredited laboratory
for fire ratings of this product..
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Supporting Documents: UL580 &UL1897 Test Reports1i
j Farabaugh Engineering and:Testing Inc.
Project No.T197-16,Reporting{IDate 5/12/16
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unnxrron aim m:
PANEL OVERLAP as
NEW UNDERLAYMENT - - - PANEL:FASTENER
ROOF PANEL � SEE DETAIL 2 SEE DETAIL I SPACING-PER-ALLOWABLE~ .— UPLIFT LOAD TABLE - {
B
. .u� \ ..✓ \ .�'
EXISTING`UNDERLAYMENT EXISTING SHINGLES, DECK'ATTACHMENT AND PLYWOOD
(OPTIONAL) (OPTIONAL) SUPPORTS MUST BE 15/32"`THICK (MIN.)
DESIGNED AND INSTALLED
BY OTHERS
MIN. 2X WOOD RAFTER/JOIST/
TRUSS FT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X—SECTION � Lino
C9'WN N.
#10-15-X 2" LONG WOOD No
SCREW WITH WASHER < z z»a
Ix Y�
O � I
MIN 26 GA. PANEL o g o
NEW UNDERLAYMENT
EXISTING SHINGLES'
(OPTIONAL)'
I
EXISTING UNDERLAYMENTS_
(OPTIONAL) PLYWOOD
THICK (MIN.) z .
IL
DETAIL 1 Z
a
GENERAL NOTES- > z Q
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
#10-15 X 2" LONG WOOD FLORIDA BUILDING CODE (FBC), o I
SCREW WITH WASHER 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF
PANEL - 24". -
3, THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS g o
NEW UNDERLAYMENT MIN 26 GA. PANEL SPECIFIED ON THIS DRAWING,
4. REQUIRED DESIGN WIND LOADS SHALL BE`DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT, BE INSTALLED WHEN THE REQUIRED DESIGN
WIND,LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE.
5. ALL FASTENERS MUST BE IN.ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
EXISTING SHINGLES REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
(OPTIONAL)' 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION,AND ARE THE RESPONSIBILITY OF OTHERS.
EXISTING;UNDERLAYMENT _�!PLYWOOD
(OPTIONAL) DETAIL 2 15/32"THICK (MIN.)
C21 75-1 lv-
sr+Er ea.
OF I
UNION CORRUGATING COMPANY �
5V Panel Uplift Loads
(Min 26 ga.) 1
Description- Fastener Spacing. F Allowable Uplift
along Panel Length Load is
(in) j (psf)
Coverage width: 24" 6 ! 169.0
8 i 158.1
Panel Fasteners _ -__----_ -- 10 _ _ 147.2__ -_- -�--_
#10-15 hex head screws with — ~12^ 136.3
sealed washer -----._- 14 -.---- - _--- ------'121.7---------_ �
16 106.5
Panel fasteners'spaced at 12" 18 94.7
o.c. across panel width -- - --�� -� ~85.2 — --
i through ribs. - - — 2_ ---- ----- -_ 77.5
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factorof 2.
2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure.
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1216 N Lansing Ave:,Suite G �� �L.�,•�9.,�t 1�,- Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 -�''— FL 62240
918 492'5992
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METAL ROORNO SUPPLY".°
Knois ledge—Service-,Seleetiona`
ShIce 1998.
1-17-2020
To whom it may concern,
lit Coast Metal Roofing Supply Florida product.approval km section 5 paragraph 2 references
' re-roofing applications shall be inst€tlled in.a6i ordi6ce with the 2017 Florida Building Codes
Section 1507.4& 1511..for.the re-covering over existing ro66.We apprgye^our product over
existing roof and th 'use of'`Ultia HT`V ind&::Water Seal"^under the roof covering system
(optional Whex there is Secon water barrier existui ).
Sincerely,"E.,
Customer,Service
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