HomeMy WebLinkAboutEVALUATION REPORTIN
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EVAL ORT OF REVIEIVE BY
UNION CORRUGATING COMPANYDATE
�26 GA. 5V PANEL' PLANS AND PERMIT MUST BE KEPT ON JOD
OR NO INSPECTION WML
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA/PRODUCT APPROVAL
FL 20484.1-R1
ROOFING THESE PLANS AND ALL PROPOSED WORK
AL ROOFING ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMM WITH AI-!lMCANA 09PR6a
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.
rida Professional Engineer #62240
1216 N Lansing. Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSISJUN OF THE
CONTRACTOR OFREWRO
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-R 1
C2175-1
8.23.2017
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: 5V Panel
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Minimum 26*., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755). J
Deck Description: Min. 15/32"' thick APA rated plywood or min. 3/a" thick wood plank
(min SG of 0.42) for new and existing constructions. Designed by
others andiinstalled as per FBC 2017. ,
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
ReQuiredifor new construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:121or 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
v r --I---
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
,,
Supporting Documents
FL 20484.1-R1
C2175-1
8.23.2017
Page 3 of 3
not applicable in 14, igh 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.
UL580 & UL189I Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T1971 16, Reporting Date 5/12/16
PANEL OVERLAP
NEW UNDERLAYMENT PANEL FASTENER
SPACING PER ALLOWABLE
ROOF PANEL SEE DETAIL 2 SEE DETAIL 1
� "...—SEE
� � UPUFf LOAD TABLE
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I
EXISTING UNDERLAYMENT EXISTING SHINGLES
DECK ATTACHMENT AND PLYWOOD
15/32' THICK (MIN. )
(OPTIONAL) (OPTIONAL)
SUPPORTS MUST BE
DESIGNED AND INSTALLED
x
8Y OTHERS
�
NEW UNDERLAYME
EXISTING UNDERLAYI
(OPTIONAL)
DETAIL 1
SCREW 2' LONG WOOD
SCREW WITH WASHER
NEW UNDERLAYMENT
EXISTING UNDERLAYMENT V
(OPTIONAL) DETAIL 2
IS/32' THICK (MIN.)
26 GA. PANEL
'j EXISTING SHINGLES
la/l (OPTIONAL)
PLYWOOD
15/32" THICK. (MIN.)
a �
4
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE^
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Y9
FLORIDA BUILDING CODE (FBC).
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2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH Or
e
PANEL = 24".
- u
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
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.
S. 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.
I
i I
UNION CORRUGATING COMPANY
5V Panel Uplift Loads
(Mui 26 ga.)
Description
Fastener Spacing
Allowable Uplift
along Panel Length.
Load
i(in)
(psf)
Coverage width: 24"
6
169.0
8
158.1
110
147.2
Panel Fasteners
#10-15 hex head screws with
112
136.3
sealed washer
114
121..7
16 -_
106.5
Panel fasteners spaced at 12"
118
94.7
o.c. across panel width
120
85.2
through ribs.
—'—
-- - --
77.5
�24
71.0
Notes:
I 1. The bold numbers indicate design loads calculated
2. Panels must be installed as per. Evaluation Report 1
from test data with safety factor of 2.
120484.1 and'Union current installation procedure.
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1216 N Lansing Ave., Suite C F e S l �` ���a Bala Sockalingam, Ph.D., P.E.
Tulsa, Ok 74106 FL 62240
918 492 5992