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• FL# FL7271-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Email 701 S. KING ST.
FAYETTEVILLE, NC 28301
(910)483-0479 Ext 256
jstieby@unioncorrugating.com
Authorized Signature John Stieby
jstieby@unioncorrugating.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
4 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.
v Validation Checklist- Hardcopy Received
Certificate of Independence FL7271 R3 COI CertificateIndeoendence.pdf
Referenced Standarda d Year(of Standard) Standard Year
f��r� ASTM E1592 2001
((( FM 4470 1992
UL 1897 1998
UL 1897 2004
UL 580 1994
l
UL 580 2006
4uivalence,of Product Standards
Certified-@y ^'_---- Florida Licensed Professional Engineer or Architect
FL7271 R3 Equiv TestEouivalent 7271 UL.odf
FL7271 R3 Equiv TestEquivalent C1999 19.pdf
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8/13/2015 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 04/08/2015
Date Pending FBC Approval 04/13/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
7271.1 2-1/2" Corrugated Panel Min 26 ga., 24"wide through fastened panel with coverage
width of 21-1/4"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva I uationRe nortC1999 9.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/-129.25 Evaluation Reports
Other: Uplift load of 129.25 psf @ fastener spacing of 24" FL7271 R3 AE Eva IuationReoortC1999 9.odf
o.c. over 19/32"thick plywood Created by Independent Third Party: Yes
7271.2 5V Min 26 ga., 24" wide through fastened panel over 15/32"
7271.2 ry
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva]uationReportC1999 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/-66.3 Evaluation Reports
Other: Uplift load of 66.3 psf @ fastener spacing of 12" o.c. FL7271 R3 AE Eva I uationReoortC1999 10.odf
Created by Independent Third Party: Yes
7271.3 5V Min 29 ga., 24" 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 FL7271 R3 II Eva luationReoortC1999 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/-52.5 Evaluation Reports
Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Eva luationReportC1999 11.pdf
Created by Independent Third Party: Yes
7271.4 5V Min 26 ga., 24" wide through fastened panel over 19/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva IuationReoortC1999 12.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-120.9 Evaluation Reports
Other: Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE Eva IuationReoortC1999 12.odf
o.c. for Fastener Pattern 1. Uplift load of 85.8 psf @ fastener Created by Independent Third Party: Yes
spacing of 24" o.c. and 113.1 psf @ fastener spacing of 12"
o.c. for Fastener Pattern 2.
7271.5 5V Min 26 ga., 24"wide through fastened panel over 15/32"or
19/32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva I uationReoortC1999 13.)d
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/-150 Evaluation Reports
Other: Uplift load of 150 psf in 19/32"thick plywood for FL7271 R3 AE Eva I uationReoortC1999 13.odf
Fastener Pattern 2 Created by Independent Third Party: Yes
7271.6 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16"
thick OSB&15/32"&thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva IuationReoortC1999 14.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
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8/13/2015 Florida Building Code Online
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-112.5 Evaluation Reports
Other: Uplift load of 52.5 psf @ fastener spacing of 6" o.c. FL7271 R3 AE Eva IuationReoortC1999 14.odf
and uplift load of 112.5 psf @ fastener spacing of 6" o.c, with Created by Independent Third Party: Yes
structural sealant.
7271.7 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32"&
19/32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva IuationReoortC1999 15.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-107.9 Evaluation Reports
Other: Uplift load of 59.4 psf @ fastener spacing of 6" o.c. FL7271 R3 AE Eva I uationReportC1999 15.odf
in 15/32" plywood. Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party: Yes
of 6"o.c. with structural sealant in 15/32" plywood. Uplift
load of 107.9 psf @ fastener spacing of 4"o.c. with structural
sealant in 19/32" plywood.
7271.8 MasterRib Min 26 ga., 36"wide through fastened panel over 19/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva I uationReportC1999 16.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-114.3 Evaluation Reports
Other: Uplift load of 61.8 psf @ fastener spacing of 30" o.c. FL7271 R3 AE Eva IuationReoortC1999 16.odf
and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party: Yes
7271.9 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva I uationReportC1999 17.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/-113.1 Evaluation Reports
Other: Uplift load of 45.0 psf @ fastener spacing of 24" o.c. FL7271 R3 AE Eva]uationReoortC1999 17.odf
&113.1 psf @ fastener spacing of 12" o.c. Created by Independent Third Party: Yes
7271.10 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 FL7271 R3 II Eva IuationReoortC1999 18.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/-52.5 Evaluation Reports
Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Eva I uationReoortC1999 18.odf
Created by Independent Third Party: Yes
7271.11 MasterRib Min 29 ga., 36" wide through fastened panel over nom. 1"x
4"furring and 15/32" thick plywood or 7/16" thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II EvaluationReoortC1999 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/-114 Evaluation Reports
Other: Uplift load of 71 psf for Fastener Pattern 1 &114 psf FL7271 R3 AE Eva IuationReoortC1999 19.odf
for Fastener Pattern 2 Created by Independent Third Party: Yes
7271.12 ML200 Min 24 ga., max 16" wide standing seam metal panel with
double lock seam over metal deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva I uationReportC1999 20.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/-116.0 Evaluation Reports
Other: Uplift load of 71.0 psf @ clip spacing of 36"o.c. and FL7271 R3 AE EvaluationReoortC1999 20.odf
116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party: Yes
7271.13 PBR Min 26 ga., 36"wide through fastened panel over 15/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva IuationReportC1999 21.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/-52.5 Evaluation Reports
Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Eva IuationReportC1999 21.pdf
hfpsJAvww.floridabuilding.org/pr/pr app df.aspx?param=wGEVXQwtDgvtEeYwG6EIOYS5GItK5ln7%2bU%2b94hGkhlk%3d 314
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Created by Independent Third Party: Yes
7271.14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal
panel over metal deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II Eva IuationReportC1999 22.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/-86.0 Evaluation Reports
Other: Uplift load of 63.5 psf @ clip spacing of 36"o.c. and FL7271 R3 AE Eva I uationReoortC1999 22.Ddf
86.0 psf @ clip spacing of 12"D.C. Created by Independent Third Party: Yes
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Contact Us:: 1940 North Monroe Street,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 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 here.
Product Approval Accepts:
®® eChcak
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EVALUATION REPORT OF
UNION CORRUGATING COMPANY
`26 GA..5V PANEL'
FLORIDA PRODUCT APPROVAL
FL 7271.4-R2 i
ROOFING
METAL ROOFING
Prepared For: t
Union Corrugating Company 1
P.O.Box 229
FayetleviRt,NC 28342
Telephone: (910)483-0479
Fam (91.0)483-8897
� Piepared$y: i
Bala Socicaliugam,PILD.,P.E, j
Florida Profeaslonal Lnoneer#62244
1216 N Lansing Ave,Suite C
Tuba,OK 74106
Telephone: (918)492-5992
FAX: (SG6)366-1543
t '
I
This report consists of
Evalu2tion Report(I Pages including cover) t
hutalt dou Details,(2 Pages)
€ Report No. 01805-12 �,.�-: 8T%-t �F z
Date: 11.30I1
tom.
FL 7271.482
' C1805-12
11.30.11
Page 2 of 3
Manufacturer. Union Corrugating Company
Product Name: 5V Panel
Panel Description: 24"wide coverage with(5) 1/2"high nibs
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel'(ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: Min. 14/32" thick plywood. for new constructions. Designed and
installed as per FBC 2010.
Deck-Attachment: 8d x 2.5"long ring shank nails or#8 x 2" long wood stews @ 6" o.c.
in the plywood field and edges
Underlayment: Minunum underlayment as per FBC 2010 Section 1507J4.5
Slope: 1/2:12 or greater in accordance with FBC 2010 Section 507.4.2
Design Uplift Pressure: (Factor of Safety=2) !
Fastener pattern 1 120.9 psf @ fastener spacing o€24"o.c.
Fastener pattern 2 $5.$psf @ fastener spacing of 24"o.c.
113.1 psf @fastenerspacing of 12"o.c.
Panel Attachment
Fastener pattern 1 .#9-15 x 1.5"long wood screw with washer
At panel ends @ max 6"o.c-across panel width through panel flat
At interior {n.3 max 12"ox.across panel width through panel flat
Fastener pattern 2 #9-15 x 2"long wood screw with washer
At panel ends @ max 6"o.c.across panel width through panel flat and rib
At interior @ max 12"ox.across panel width through panel rib
--Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
F
Code Compliance: The product descnbed herein has demonstrated compliance with FBC
2010 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress
design. The m odmunt fastener spacing fisted hereih shall not be
exceeded. This evaluation report is-not applicable in High Velocity
lfunricane Zone. Refer to current NOA four use of this product in High
• FL 3271.4-R2
C1805-12
11.30.11
Page 3 of 3
Velocity Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2010 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: TAS 125-03 Test Reports
Farahaugh Engineering and Testing Inc
Project No:T164-06,Reporting Date 6/8/06
Hurricane Test Laboratory
Report No. 0293-0202-06,Reporting Date 415106
Hurricane Test Laboratory
Report No. 0293-0609-05,Reporting Date 8/31/05
i
FL 7271.2-R2
01805-10
11.30.11
Page 2 of 2
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).
Deck Description: Min. 15/32" thick plywood for new and existing 1 constructions.
Designed and installed as per FBC 2010.
Deck Attachment: 8d x 2.5" long ring shank nails or#8.x 2" long wood sc#ews @ 6" O.C.
in the plywood field and edges I
Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5
Slope: 1/2:12 or greater in accordance with FBC 2010 Section 507.4.2
Design Uplift Pressure: 66.3 psf @ fastener spacing of 12"o.c. I
(Factor of Safety=2)
Panel Attachment: #9-15 x 2" long wood screw with washer
At panel ends @ max 6"o.c. across panel'width
At intermediate max 12" o.c.across.panelwidth.
Test Standards: Roof assembly tested in accordance with UL580-94 `U ift Resistance
of Roof Assemblies' & U> 1897-98 `Uplift Tests for of Covering
Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2010 Section 1507.4.
Product Limitations: Design wind loads shall be{determined for each project mi accordance
with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This product is not approved for use in the�gh Velocity
Hurricane Zone. Fire classification is not within .cope of this
Evaluation Report. Refer to FBC 2010 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/UL1897 Test Report;
Farabaugh Engineering and Testing Inc
Project No.T187-06,Reporting Date 7/25/06
PANEL OVERLAP u
PANEL FASTENER
5EE DETAIL 2 SEE DETAIL 1 sPAOM PER ALLOWABLE
ROOF PANEL _ /`THIS SHE �.m5 SHEET WIND LOAD TABLE
V
� Bd x 2.5'LOND RING SHANK NAIL �IPAINJELMAMMNER__UNDERVOW SHALL BE INSTALLED OR 5 x 2 LO WOOR
AS PER MANUFACTURER'S INSTALLATION SPACED 0 5 O.C. IN THE FIELD & SPACING PER ALLOWABLE fad
GUIDELINES AT PLYWOOD EDGES WMD LOAD TABLE
MIN, 2X_WOOD RAFTER/JOIST/
TRUSS AT MAX, 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE jig
9 X I.6 wow SCREW WITH FASTENER PATTERN 1 ZONE FAstENER PRESSURE N
ASHER O MAX..24'O.C. SPACING (PSF) 1
IN 2E CA PANEL b
Flew,
PERIMETER 24 120.9IA.a
m
d"CORNER. . .... ......_.. ........... ..........,.... ....•..... �
UNDERIJ►YMENT 1B/3!r HICK (MIN.) jl
DETAIL 1
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE F80.
2. ALL ROOF PANELS ARE SMALL BE 2a CA. EFFECWE COVERING WIDTH OF
�q X 1.5" WOOD SCREW VATH OF PANEL a 24'. 6
hASFiER—® MAX.24" O.C, 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEITHING Ce STRUCTURE AS
MIN 2e GA. PANEL SPECIFIED ON-THIS DRAWING.
4. REQUIRED'DESIGN WINO LOADS SHALT. DE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE OREATER THAN THE ALLOWABLE WIND LOAD TABLE.5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
REQUIREMENTS OF THIS DRAWING & THE CODE,THE CODE SHALL CONTROL
D. RAFTERS/JOISTS/MSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
7i REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTTERS, wi.
UNDERLAYMENT •-PLYWOOD
19/J2'THICK(MIN.)
DETAIL6HEEr NO.
�J /
4
3
21,
fN
✓2
1_�..,-5- �3 (— � .s%'✓+�"tib it 1^r,:.f:j��j%f!'' t .'�{���y''�� ✓�.--.• ^�,..3.�t��'i'�`•`r a.✓7' ° ~,�'�.-�
'y �e
PANEL OVERLAP as'
n
SEE DETAIL 4 SEE PANEL FASTENER
DETAIL 3 SPACING PER ALLOWABLE
ROOF PANEL r r • SHEET 2 /'� ` SHEET 2WIND LOAD TABLE
_icS
UNOERLAYMENT SHALL BE INVAJ A ' Bd It 2.5' LONG RING SHANK NAIL u
AS PER MANUFACTURER'S INSTALLATION OR #6 It 2` LONG WOOD SCREWS
GUIDELINES SPACED 0 S" O.C. IN THE FIELD k
AT PLYWOOD EDGES
7MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24' O.C.
TYPICAL PANEL INSTALLATION X—•SECTION g
FASTENER PATTERN 2 ALLOWABLE UPLIFT PRESSUREN�
19 X 2- WOOD SCREW WITH ZONE FASTENER PRESSURE
WASHER 0 MAX, 24" O.C. SPACING (PSS c;±
(IN) 3
MIN 26 GA PANEL FIELD 24 85.6 I^ d
PERIMETER 1Y......... ... 11-3.1 . .. . ......_.. _ om
- do CORNER
0.
UNDERLAYMENT PLYWOOD u
I"� 19/32'THICK (MIN.) _
DIET L 3 as
wWITH
ASHERY0 MAX.S24 D.C.
MIN 26 GA. PANEL
a
czz5zz:zz- 4
UNDERLAYMENT PLYWOOD
DETAIL 4 19/32"THICK (MIN.) 11
s„c T na.
2 or 2