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EVALUATION REPORT OF
1 UNION CORRUGATING COMPANY
126 GA.MASTERRIB PANEL'
OVER STEEL SUPPORTS
FLORIDA BUILDING CODE 5-M EDITION(2014)
U FLORIDA PRODUCT APPROVAL
FL 9555.2 R3
STRUCTURAL COMPONENTS
ROOF DECK
Prepared For:
Union Corrugating Company
P.O.Bon 229
Fayetteville,NC 28302
Telephone: (910)483-0479
Fax: (910)4SM897
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.(2 Pages including cover) �������r�n
Installation Details(1 Page) ����pLIN
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Report No. C19994 s O o
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Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: MasterRib Panel
Panel Description: 36"wide coverage with 3/4"high ribs at 9" o.c.
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 47.2 psf.@ maximum support spacing of 60" o.c.
(Factor of Safety=2)
Support Attachment: #12-14 x V long self drilling screws with washers
At end supports @ 3.5"-5.5"-3.5" o.c. across panel width
At intermediate supports @ 9" o.c. across panel width
Sidelap Attachment: %'-14 x 7/8"long SDS with washer @ 30" o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
_ Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
- design. The maximum support spacing listed herein shall not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational analysis,prepared by a Florida Professional
Engineer or based on Union Corrugating load span table. This product
is not approved for use in the High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2014 Section 1505 and current approved roofing materials
directory for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T163-06,.Reporting Date 6/7/06
FM 4470 Test Report
ENCON Technology Inc
C1583-2,Reporting Date 7/24/08
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PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENERS orcam m
O 9" O.C. DETAIL N _ 0 30" O.C. "wu uuc
9" O.C. MASTERRIB \
INTERIOR SUPPORTS PANEL Y
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MIN 16 GA. STEEL _
-- (DESIGNED BY OTHERS)
PANEL FASTENER ® SIDELAP FASTENER rf
3.5"-5.5"-3.5" O.C. ® 30" O.C.
MASTERRIS
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�9"O.C. -{
END SUPPORTS I PANEL
MIN 16 GA. STEEL
(DESIGNED BY OTHERS)
TYPICAL PANEL INSTALLATION X—SECTION WNW
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MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER ® '6 o
PANEL ® 9" O.C. ® 30" O.C. 3.5"-5.5"-3.5" O.C. c c °'
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MAX 60' O.C. of
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MIN 16 GA. STEEL I ( D S 0 �
(DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) & c
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SECTION VIEW
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GENERAL NOTES: b
1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA
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MASTERRIB BUILDING CODE (FBC).
SIDELAP FASTENER PANEL 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH
1/4"-14 SDS WITH PANEL FASTENER OF. PANEL = 36".
WASHER ® 30" O.C. 12-14 x 1" LONG 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS
IDS WITH WASHER 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 DESIGN LOADS.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
MIN 16 GA. STEEL BUILDING CODE. 1F A DIFFERENCE OCCURS BETWEEN THE MINIMUM
(DESIGNED BY OTHERS) REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL
RED
PANEL SIDELAP 6 REQUIRED.FOR EACH APPLICATION AND ARE THE RESPONSIBSUPPORTS MUST BE DESIGN ED TO WITHSTAND WIND LOADS ILITY OF(OTHERS.
7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE
SUPPORTS. O 999-4
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