HomeMy WebLinkAboutRevision; Evaluation Report (MasterRib Panel)EVALUATION REPORT OF
UNION CORRUGATING COMPANY
`29 GA. MASTERRIB PANEL'
OVER WOOD SUPPORTS
FLORIDA BUILDING CODE 6Tu EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 9557.2-114
PANEL WALLS
SIDING
Prepared For:
Union Corrugating Company
701 S. King St.
Fayetteville, NC 28301
Telephone: (910) 483-0479
Fax: (910) 483-1091
Prepared By:
Bala Sockalingami 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)
Installation Details (I Page)
Load Span Table (1 Page)
Report No. C2173-2
Date: 8.18.2017
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FL 9557.2-R4
C2173-2
8.18.2017
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 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Nom. 2" x 2" (min) SPF, SYP or DF lumber
(Must be designed by others)
Design Pressure: +45.35 and -36.2 psf @ support spacing of 48" o.c.
(Based on testing) (@ 3 span condition with FS = 2.0)
Panel Attachment: #9-15 or #10-14 x 1.5" long wood screws with washers
At panel ends @ 3.5"-5.5"-3.5" o.c. across panel width
At intermediate @ 9" o.c. across panel width
Sidelap Attachment: '/4"-14 x 7/8" long SDS with washer @ 24" o.c.
Test Standards: Panel 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'.
Test Equivalency: The test procedures in ASTM E1592-01 comply with test procedures
prescribed in ASTM E1592-05(2012).
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1404.5.
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 support spacing listed herein shall not be
exceeded. The design 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.
Supporting Documents: ASTM E1592 Test Report
ENCON Technology Inc.
C1514-1 (Test 92 & 3), Reporting Date 9/8/07
INTERIOR SUPPORTS
END SUPPORTS
LUMBER -
(DESIGNED )-
BY OTHERS)
PANEL FASTENER
3.5'-5.5'-3.5' O.C.
SIDELAP FASTENER
® 24' D.G.
MASTERRIB
�q PANEL
■ y PANEL FASTENER
0 9' O.C.
PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER
am 9' O.C. �9' O.0DETAIL _ ® 24' O.C.
PANEL
MAEERR18 EL
PANEL FASTENER ® SIDELAP FASTENER
3.5'-5.5'-3.5' O.C. ® 24' O.C.
9 O.C. /— PANEL
PANEL
TYPICAL PANEL INSTALLATION X-SECTION
SIDELAP FASTENER MASTERRIS
1/4'-14 SOS W(fH PANEL
WASHER ® 24' O.C. PANEL FASTENER
q9-15 OR q10-14 x 1.5" LONG
SDS WITH WASHER
MAX 48' D.C.
(SEE LOAD SPAN
TABLE FOR
ALLOWABLE LOADS
AND SPANS)
NON. 2" X 2' (MIN)
LUMBER (DESIGNED
VIEW BY OTHERS)
`NOM. 2' X 2' (MIN)
LUMBER (DESIGNED
BY OTHERS)
PANEL SIDELAP
GENERAL NOTES:
1. WALL PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE (FBC).
2. WALL PANELS SHALL BE 29 GA. (L - 0.013"). EFFECTIVE COVERING WIDTH
OF PANEL - 36'.
3. WALL PANELS SHALL BE INSTALLED OVER 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 DESIGN LOADS.
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. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
7. PANELS MAY SPAN BETWEEN BOTTOM TO TOP SUPPORTS OR SIDE TO
SIDE SUPPORTS.
•, 1
UNION CORRUGATING COMPANY
MasterRib Wall Panel
36" wide, 29 ga. (min) Steel Panel over Wood Supports
Span
Condition
Loading
Type
Allowable Load (psi)
Support Spacing (ft)
1.50
1.75
2.00
2.25
1 2.50
2.75
3.00
3.50
4.00
Two Span
Positive
Negative
106.4
84.9
91.2
72.8
79.8
63.7
70.9
56.6
63.9
51.0
58.0
46.3
53.2
42.5
45.6
36.4
36.3
29.0
Three Span
Positive
Negative
120.9
96.5
103.7
82.7
90.7
72.4
80.6
64.4
72.6
57.9
66.0
52.7
60.5
48.3
51.8
41.4
45.4
36.2
Four or More
Spans
Positive
Negative
116.4
92.9
99.8
79.6
87.3
69.7
77.6
61.9
69.8
55.7
63.5
50.7
58.2
46.5
49.9
39.8 1
42.4
33.8
Notes:
1. Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and
and deflection limit of L/120. Allowable loads are calculated for minimum 29 ga. panel.
2. The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit.
3. The panel allowable properties are determined from full scale ASTM E1592 tests at 4' 0" span
4. The panel fasteners are #9-15 or #10-14 x 1.5" long wood screws with washers. Fastener spacing across panel width
is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends.
5. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 24" o.c.
6. Wood supports are minimum 2" x 2" lumber. All supports must be designed to resist all loads imposed on the panel.
7. Minimum bearing width of support is 1.5".
8. The panels may span from bottom to top supports or side to side supports.
9. Panels must be installed as per Evaluation Report FL 9557.2 and Union current installation procedure.
i� 1216 N Lansing Ave. Suite
Tulsa, OK 74106
{ 918 492 5992
Bala Sockalingam, Ph.D., P.E.
PE 62240