HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGEVALUATION REPORT OF
UNION CORRUGATING COMPANY
'26 GA. 5V PANEL'
FLORIDA, BUILDING CODE 6TH EDITION (2017) SC Y/yEl),
FLORIDA PRODUCT APPROVAL
F ROOFING 20484.1-R1 St Lucie County
METAL ROOFING
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) 402-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Load Span Table (I Page)
Report No. C2175-1
Date: 8.23.2017
�aa`o�aoai.rBs��
NU N G,q osiv
41 oe
S a� • •••�osvv
� Q. O 6 ••; W
CD: :Wo
O ��-
4:, POB O • • • ... L.. • • `j, ��4�44
189Ae 1,A
FL 20484.1-R 1
C2175-1
8.23.2017
Page 2 of 3
Manufacturer: Union Corrugating Company
I
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).
I
Deck Description: Min. 15/32" thick APA rated plywood or min. %" thick wood plank
(min SG of 0.42) for new and existing constructions. Designed by
others and installed as per FBC 2017.
I
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction.
I
I Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
I (Optional) construction only.
I Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2
1
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.
I 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
I 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
I prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
I
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
I
I
i
I
Supporting Documents:
I
I
I
II
i
I
I
FL 20484.1-R 1
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.
UL580 & UL1897 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T197-16, Reporting Date 5/12/16
PAN
RIAYMENT EL OVERLAP
NEW UNDEPANEL FASTENER
ROOF PANEL SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE
r' �- UPLIFT LOAD TABLE
u
u
EXISTING UNDERLAYMENT EXISTING SHINGLES
DECK ATTACHMENT AND PLYWOOD
15/32" THICK
' (OPTIONAL) (OPTIONAL)
SUPPORTS MUST BE (MIN.)
DESIGNED AND INSTALLED
BY OTHERS
TRUSS AT
TYPICAL PANEL INSTALLATION X-SECTION
U
�
I7 WNm
2
10-15 X 2° LONG WOOD
SCREW WITH WASHER
� z n
� z�a
MIN 26 GA. PANEL
NEW UNDERLAYMENT
Q vl�tc
Z A
EXISTING SHINGLES
2
Y
(OPTIONAL)
II
EXISTING UNDERLAYI ENT
W
PLYWOOD
(OPTIONAL)15/32"
Y
THICK (MIN.)
a B
DETAIL 1g
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN ACCORDANCE
_ $�
DESIGNED IN WITH THE^
OJO-15 X 2" LONG WOOD FLORIDA BUILDING CODE (FBC).
SCREW WITH WASHER 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF
Ko �zT
-
PANEL = 24'.
_
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
NEW UNDERLAYO.E.11 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 UNDERLA
(OPTIONAL) PLYWOOD
DETAIL n 15/302 THICK
(MIN.)
C2175-1
SMEEf N0.
Of 1
I
UNION CORRUGATING COMPANY
5V Panel Uplift Loads
(Min 26 ga.)
Description
Fastener Spacing
Allowable Uplift
along Panel Length
Load
(in)
(psf)
Coverage width: 24"
6
169.0
8
_.............---._..--........ ---.......-------
... ........... ......___............... ... 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
_ _ _
- 20
_
85.2
through ribs.
22
77.5
24
71.0
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.
� I
12} 6 N Lansing Ave., Suite C
Tulsa, Ok 74106
118 4121111
I
_ ._......_.__.................._._._...._...... _._.......... ....:...-_.....
Bala Sockalingam, Ph.D., P.E.
FL 62240