HomeMy WebLinkAboutEVALUATION REPORTOCT 0 2 2019
EVALUATION REPORT OF, Lucie
SCANNED UNION CORRUGATING COMPANY
BY '26 GA. 5V PANEL'
St. Lucie County
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FLORIDA BUILDING CODE 6TH EDITION (2017) 0 0 -
FLORIDA PRODUCT APPROVAL
FL 7271.5-R4 Fg�� C,0,
ROOFING J�
METAL ROOFING 7ke�®�
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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)
Report No. C2174-5
Date: 8.23.2017
'Z21.2C
FL 7271.5-R4
C2174-5
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 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. W thick wood plank
(min SG of 0.42) for new and existing constructions. Designed by
others and installed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2
Design Uplift Pressure: 63.75 psf for Fastener Pattern 1 in 15/32" thick plywood deck
(Factor of Safety = 2) 106.5 psf for Fastener Pattern 2 in 15/32" thick plywood deck
150.0 psf for Fastener Pattern 2 in 19/32" thick plywood deck
Panel Attachment: 49-15 or #10-14 xl.5" long wood screw with washer @ max 16" o.c.
through panel flat. Fastener shall be of sufficient length to penetrate
through the deck a minimum of 3/8".
Fastener Patterns 1 2 fasteners per panel width. (One each adjacent to overlap and
intermediate ribs)
Fastener Patterns 2 4 fasteners per panel width. (One each adjacent to overlap and
underlap ribs and on both sides of intermediate 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
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. This evaluation report is not applicable 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.
FL 7271.5-R4
C2174-5
8.23.2017
Page 3 of 3
Supporting Documents: TAS 125-03 Test Reports
PRI Construction Materials Technologies
UCC-005-02-1, Reporting Date 2/09/12
PANEL OVERLAPSEE DETAIL 1 PANEL FASTENER PANEL FASTENER
ROOF PANEL / THIS SHEEP MAX. 16' O.C. MAX. 16" O.C.
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DECK ATTACHMENT AND
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UNDERIAYMENT SHALL BE INSTALLED
SUPPORTS MUST BE
AS PER MANUFACTURER'S INSTALLATION
DESIGNED AND INSTALLED MIN. 2X_ WOOD RAFTER/JOIST/
GUl WNLS UT UIHLK] IKU95 Al MAX. Z4 U.G.
FASTENER PATTERN 1 %/�&2 1s2" 0 �'
PANEL OVERLAP PANEL FASTENER PANEL FASTENER
ROOF PANEL SEE DETAIL 2 THIS SHEEP ® MAX. Ifi' O.C. 0MAX. 16° O.C.
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DECK ATTACHMENT AND
UNDERLAYMENT SHALL BE INSTALLED
SUPPORTS MUST BE
AS PER MANUFACTURER'S INSTALLATION
DESIGNED AND INSTALLED
UNDERIAYMENT
UNDERIAYMENT
#9-15 OR #10-14 X 1.5° LONG
WOOD SCREW WITH WASHER
® MAX. 16" O.C.
DETAIL 1
#9-15 OR #10-14 X 1.5" LONG
WOOD SCREW WITH WASHER
0 MAX. 16" O.C.
DETAIL 2
UUIULLII
26 GA PANEL
PLYWOOD
15/32° THICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
PLYWOOD
THICKNESS
FASTENER
PATTERN
PRESSURE
(PST)
'%2"
1
63.75
%-
2
106.5
1%2
2
150.0
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
—MIN 26 GA. PANEL
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.
PLYWOOD
15/32" OR 19/32°
THICK
or