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FL# FL7271-R3
'- Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived D
Product Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Email 701 S.KING ST.
FAYETTEVILLE,NC 28301
(910)483-0479 Ext 256
jstleby@unioncorrugating.com
Authorized Signature John Stieby
jstleby@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
u Evaluation Report-Hardcopy Received
U
Florida Engineer or Architect Name who developed the Bala Sockalingam
Evaluation Report
Florida license PE-62240 I
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Yoosef Lavi,P.E.
J Validation Checklist-Hardcopy Received
Certificate of Independence FL7271 R3 COI CertificateIndependence.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1592 2001
FM 4470 1992
UL 1897 1998
UL 1897 2004
UL 580 1994
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL7271 R3 Epuiy TestEouivalent 7271 UL.pdf
FL7271 R3 Eciuiv TestEouivalent C1999 19.pdf
Sections from the Code
ht p://wvl vw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIO... 5/27/2016
FL 7271.6-R3
C1999-14
3.20.15
Page 2 of 3
Manufacturer: Union Corrugating Company
' I
Product Name: -Advantage-Lok 11 Panel
Pane I I Description: ✓.Max. 16" wide coverage with 1" high ribs
Materials: /Minimum 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: Min. 7/16" thick OSB or min./15/32" thick APA rated plywood or
min. W thick wood plank (min SG of 0.42) for new and existing
constructions.Designed by others and installed as per FBC 2014.
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction.
Exis,ing Underlayment: Vone layer of asphalt shingles over one layer of 930 felt. For reroofing
(Optional) construction only.
Slope: 4/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: /52.5 psf @ panel fastener spacing of 6" o.c. along seam
(Factor of Safety=2) 112.5 psf @ seam fastener spacing of 6" o.c. along seam with 3/16"
diameter bead sealant in panel seam
ii
Panel Attachment: #10-12 pancake head wood screws along panel seam. Fastener shall
be of sufficient length to penetrate through the deck a minimum of
Seam"� Iant: Sikaflex-201 Sealant. In lieu of Sikaflex, adhesive/sealant with greater
or equal tensile properties may be used.
Test Standards: Roof assembly tested in accordance with UL580-06 'Uplift Resistance
of Roof Assemblies' & UL1897-04 'Uplift Tests for Roof Covering
Systems'.
Coda 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. /Fhe maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA for use of this product in High
Velocity Hurricane Zone. Fire classification is not within scope of this
FL 7271.6-R3
C1999-14
3.20.15
Page 3 of 3
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.
Supporting Documents: UL5 80 &UL 1897 Test Reports
PRI Construction Materials Technologies
UCC-006-02-1 Rev 1,Reporting Date 2/10/12
OMWN 6Y: IwEcn.BY:
J.S.
PLOT: BATC
PANEL FASTENER
NEW UNDERLAYMENT "-SEE DETAILS 1 & 2 PANEL OVERLAP 0 MAX. 6" O.C. Rr.
THIS SHEET ROOF PANEL
II 0
v
OSB 7/16-THICK (MIN.) OR
EXISTING UNDERLAYMENT EXISTING SHINGLESPLYWOOD 15/32' THICK (MIN.)
(OPTIONAL) (OPTIONAL) '-DECK ATTACHMENT AND
SUPPORTS MUST BE zT1
DESIGNED AND INSTALLED
BY OTHERS
RAFTER/JOIST/TRUSS
AT MAX. 24" D.C.
0
TYPICAL PANEL INSTALLATION X—SECTION (7 ISM-IOU)
Z ()�"m
oz
af af ;zn
R_,Lj00
MIN 26 GA. PANEL 0 0
ALLOWABLE UPLIFT PRESSURE Z E;LF,
#10-12 PANCAKE HEADz
FASTENER SSEAM PRESSURE nti
WOOD FASTENER SPACING EALANT (PSF)
NEW UNDERLAYMENT EXISTING SHINGLES ALONG.RIB DIAMETER
(OPTIONAL)
6' NONE 52.5 Vui/
oa
6' 3/16- 112.5
o'
EXISTING UNDERLAYMEWNT
(OPTIONAL) 1 OSB 7/16 THICK (MIN.) OR 3
DETAIL
PLYWOOD 15/32" THICK (MIN.)
oz ,A -s
o
SIKAFLEX 201 SEALANT
OR EQUIVALENT GENERAL NOTES:
MIN 26 GA. PANEL--,",,, 3/16" BEAD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ALL ROOF PANELS ARE SHALL BE 26 GA. EFFECTIVE COVERING WIDTH OF
#10-12 PANCAKE HEAD OF PANEL = 16".
WOOD FASTENER 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
NEW UNDERLAYMENT SPECIFIED ON THIS DRAWING.
EXISTING SHINGLES 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
(OPTIONAL) 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
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
_EXISTING_UNDERLAYMENT —6.RAF-TERS/iols-rS/TRUSSES-MUST-BE—DESIGNED-TO-WITHSTAND-WIND-LOADS-AS--
(OPTIONAL) OSB 7/16-THICK (MIN.) OR REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
DETAIL 2 PLYWOOD 15/32- THICK (MIN.) 0DWINGN104 RM
SHEET ND.
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