HomeMy WebLinkAboutEvaluation Report; 5V Panel—
RECEIVED
MAY L 9 2021
Permitting Department R EV1 iE;—za L� g"" U ,q
5t. r_vcte County E �Rd T OF
UNIO =5VPA�NEL'
DE CO PLEANC r:`26 T. ILUCIE COUNTY
FLORIDA BUILDING CODE 7TH EDITION (2020)
FLORIDA PRODUCT APPROVAL F112 Col
FL 20484.1=R2
ROOFING
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) 492-5992
FAX: (866) 3664543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Load Span Table (1 Page)
Report No. C2401-1
Date: 10.10.2020
aa���,oBaace;�eey
�z'°,"oCKAL./iv
No 62240
rr
STpSE OF
O •• \
;"gj.E�49Gf� '_
FL 20484.1-R2
C2401-1
10.10.2020
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 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755). Corrosion resistant as per FBC 2020 Section 1507.4.3.
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 and installed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 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 2020 Section 1507.4.2
Design Uplift Pressure: 71.0 psf at fastener spacing of 24" o.c.
(Factor of Safety = 2) 169.0 psf at fastener spacing of 6" o.c.
Panel Attachment: #10-15 x 2" long wood screw with washer. Fasteners are corrosion
resistant as per FBC 2020 Section 1507.4.4.
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
Minimum fastener length of 1.5" for new construction. For existing
construction, fastener shall be of sufficient length to penetrate through
the deck a minimum of 3/8".
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
2020 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress
FL 20484.1-R2
C2401-1
10.10.2020
Page 3 of 3
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
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 2020 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
PANEL OVER
NEW UNDERLAYMENT
ROOF PANEL SEE DETAIL 2
PANEL FASTENER
SEE DETAIL 1 SPACING PER ALLOWABLE
)( UPLIFT LOAD TABLE
JV
EXISTING UNDERLAYMENT EXISTING SHINGLES
DECK ATTACHMENT AND PLYWOOD
15/32" THICK (MIN.)
(OPTIONAL) (OPTIONAL)
SUPPORTS MUST BE
DESIGNED AND INSTALLED
BY OTHERS
mill. ZA_ rvwU jwrir_R/,JUiai/
TRUSS AT MAX. 24" O.C.
#10-15 X 2" LONG WOOD
SCREW WITH WASHER
NEW UNDERLAYMENT
EXISTING UNDERLAYMENT
(OPTIONAL)
DETAIL 1
#10-15 X 2" LONG WOOD
SCREW WITH WASHER
NEW UNDERLAYMENT 1 6
EXISTING UNDERLAYMENT I
(OPTIONAL)DETAIL 2
TYPICAL PANEL INSTALLATION X-SECTION
MIN 26 GA. PANEL
�- EXISTING SHINGLES
(OPTIONAL)
a
�
- PLYWOOD5/32" THICK (MIN.)
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OFN
IF
za
BS.
Z ��"
R.
8 m A
PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
IN 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
(OPTIONAL)
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.
PLYWOOD
C2401-1
15/32" THICK (MIN.)
SHEET N0.
OF
UNION CORRUGATING COMPANY '
5V Panel Uplift Loads
(Mn 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
169.0
8
158.1
10
147.2
12
136.3
14
121.7
16
106.5
18
94.7
20
85.2
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.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
oc:'%;; a 8V4.l9
OCKAL�0�r
�9 5 ......, �VG, 'sari
No 622.40
C
STATE OF ; '1
, a0 Al
1;0. -10.2G2G
Bala Sockalingam, Ph.D., P.E.
FL 62240