HomeMy WebLinkAboutProduct Approval; Metal RoofingEVALUATION REPORT OF
UNION CORRUGATING -C.OWANY
,426 GA. 5V-,'PANEL'
FLORIDA BUILDING CODE 7TH EDITION (2020)
FLORIDA PRODUCT APPROVAL
FL 7271.2-R,5
ROOFING
METAL ROOFING
Prepared, For:
Union Corrugating Company
701 & King ' St.
Fayetteville,NC 28,301
Telephone: (010) 48&Q479
Fax; (910) 483"109.1
Prepared By:
Bala So9kalingam, MIX, P.E.
Florida Professional Engineer #62240
1216, N Lansing Ave., Suite C
Tulsa, OK 741.06
Telephone: (918) 492-59,92
FAX: (866) 366,4543
This report consists, of
Evaluation'Report (3 Pages including cover)
Installation Details. (2 Pages)
Report No. C2400-2
Date: 10.9.2020
BILE COPY
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No 62240
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FL 7271.2-R5
C2400-2
10.9.2020
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. 19/32" 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 2020.
Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2
Design Uplift Pressure: (Factor of Safety = 2)
Fastener pattern 1 120.9 psf at fastener spacing of 24" o.c.
Fastener pattern 2 85.8 psf at fastener spacing of 24" o.c.
113.1 psf at fastener spacing of 12" o.c.
Panel Attachment:
Fastener pattern 1 #9-15 or #10-14 x 1.5" long wood screw with washer. Fasteners are
corrosion resistant as per FBC 2020 Section 1507.4.4.
At panel ends max 6" o.c. across panel width through panel flat
At interior max 12" o.c. across panel width through panel flat
Fastener pattern 2 #9-15 or #10-14 x 2" long wood screw with washer. Fasteners are
corrosion resistant as per FBC 2020 Section 1507.4.4.
At panel ends max 6" o.c. across panel width through panel flat and rib
At interior max 12" o.c. across panel width through panel rib
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
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
design. The 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
FL 7271.2-R5
C2400-2
10.9.2020
Page 3 of 3
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: TAS 125-03 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T164-06, Reporting Date 6/8/06
Hurricane Test Laboratory
Report No. 0293-0202-06, Reporting Date 4/5/06
Hurricane Test Laboratory
Report No. 0293-0609-05, Reporting Date 8/31/05
PANEL
PANEL FASTENER
SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE
ROOF PANEL �—THIS SHEET THIS SHEET WIND LOAD TABLE
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DECK ATTACHMENT AND
UNDERLAYMENT SHALL BE INSTALLED
SUPPORTS MUST BE SPACING PER ALLOWABLE
AS PER MANUFACTURER'S INSTALLATION
DESIGNED AND INSTALLED WIND LOAD TABLE
GUIDELINES
BY OTHERS
—MIN. LA_ YYUVU RAPILtt/JUIJI/
TRUSS AT MAX. 24" O.C.
UNDERLAYMENT
#9-15 OR #10-14 X
1.5" LONG W
WITH WASHEF
UNDERLAYMENI
TYPICAL PANEL INSTALLATION X-SECTION
#9-15 OR #10-14 X 1.5" LONG FASTENER PATTERN 1
WOOD SCREW WITH WASHER
DETAIL 1
ULIAIL L
26 GA. PANEL
PLYWOOD
19/32" THICK (MIN.)
26 GA. PANEL
YWOOD
/32" THICK (MIN.)
FASTENER
PRESSURE
SPACING
(PSF)
(IN)
24
120.9
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS ARE SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH
OF PANEL = 24".
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.
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.
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PANEL
PANEL FASTENER
ROOF PANEL _ / SEE DETAIL 4 SEE DETAIL 3 SPACING PER ALLOWABLE
V — SHEET 2 SHEET 2 WIND LOAD TABLE
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VUNDERLAYMENT
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DECK ATTACHMENT AND
SHALL BE LLD
SUPPORTS MUST BE
AS PER MANUFACTURER'S INSTALLATION
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DESIGNED AND INSTT ALLED
GUIDELINES
BY OTHERS
I Inlnral eve
—MIIN. LA_ Y—u—ricR/JVIJI/
TRUSS AT MAX. 24" O.C.
DETAIL 3
#9_lc no u,n ,� v a Inur
WOOD
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DETAIL 4
TYPICAL PANEL INSTALLATION X-SECTION
FASTENER PATTERN 2
26 GA. PANEL
YWOOD
19/32" THICK (MIN.)
J 26 GA. PANEL
LYWOOD
19/32" THICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
PRESSURE
SPACING
(PSF)
(IN)
24
85.8
12
113.1
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