HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGEVALUATION REPORT OF
UNION CORRUGATING COMPANY
'26 GA. 5V PANEL'
FLORIDA. BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCTAPPROVAL���
F 1 ROOFING
METAL ROOFING 00
Prepared For:
Union Corrugating Company
701 S. King St.
Fayetteville, NC 28301
Telephone: (910) 483-0479
Fax: (910)483-1091
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: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Load Span Table (1 Page)
Report No. C2175-1
Date: 8.23.2017
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FL 20484.1-R1
C2175-1
Y COP 8.23.2017
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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).
Deck Description: Min. 15/32" thick APA rated plywood or min. 3/4" thick wood plank
(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.
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 Attachment: #10-15 x 2" long wood screw with washer
At interior @ max 12" o.c. across panel width through panel rib
At panel ends @ max 6" o.c. across panel width through panel flat and rib
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 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
FL 20484.1-R1
C2175-1
8.23.2017
Page 3 of 3
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 Evaluation Report. Refer to
FBC 2017 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 Reports
Farabaugh Engineering and Testing Inc.
Project No. T197-16, Reporting Date 5/12/16
NEW UNDERPAYMENT
ROOF PANEL SEE DETAIL 2
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SEE DETAIL 1
- PANEL FASTENER
SPACING PER ALLOWABLE
UPLIFT LOAD TABLE
D— V.
B.S.
PLDl:
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D
VEXISTING
J(OPTIONAL)
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EXISTING UNDERLAYMENT SHINGLES
D
DECK ATTACHMENT AND PLYWOOD
(OPTIONAL)
SUPPORTS MUST BE 15/32" THICK (MIN.)
DESIGNED AND INSTALLED
BY OTHERS
TRUSS AT MAX. 24" O.C.
#10-15 X 2" LONG WOOD
SCREW WITH WASHER
NEW UNDERLAYMENT --x /PN
EXISTING UNDERLAYMENT
(OPTIONAL)
DETAIL 1
#10-15 X 2" LONG WOOD
SCREW WITH WASHER
NEW UNDERLAYMENT -�
EXISTING UNDERLAYMENT J V
(OPTIONAL) D ETA I L 2
TYPICAL PANEL INSTALLATION X-SECTION
MIN 26 GA. PANEL '
EXISTING SHINGLES
(OPTIONAL)
PLYWOOD
15/32" THICK (MIN.)
MIN 26 GA. PANEL
EXISTING SHINGLES
(OPTIONAL)
PLYWOOD
15/32" THICK (MIN.)
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GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS DESIGNED IN ACCORDANCE
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SEEN WITH THE��
FLORIDA BUILDING CODE (FBC).
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2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF
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PANEL = 24'.
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,3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
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SPECIFIED ON THIS DRAWING.
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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
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
1 OF 1
UNION CORRUGATING COMPANY
5V Panel Uplift Loads
(Min 26 ga.)
Description
Fastener Spacing
along Panel Length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 24"
Panel Fasteners
#10-15 hex head screws with
sealed washer
Panel fasteners spaced at 12"
o.c. across panel width
through ribs.
6
8
169.0
158.1
147.2
10
12
_ 136.3___
121.7
106.5
14
16`
----_____-. — -
18 _
20
_— --- 22
94.7 _
_
85.2
77.5
71.0
24
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure.
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F,ILE
12j16 N Lansing Ave., Suite C
Tuisa, Ok 74106
911492 5992
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