HomeMy WebLinkAboutEVALUATION REPORTI
EVALUN
UNION COPI
'29 GA. NL/
OVER/M
REPORT OF
,TINGCOMPANY
RRIB PANEL'
iSUPPORTS
FLORIDA BUXLDING CODE 6TH EDITION (2017)
FLOWDA PRODUCT APPROVAL
FL 9557.2-R4
PANEL WALLS
SIDING
Prepared For:
Union Corrugating Company
701 S. King St.
Fayetteville, NC 28301
Telephone: f910) 483-0479
Fax: (910) 483-1091
. Prepared By:
Bala Sockalingan4 Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5902
FAX: (866) 366-1543
This report consists of
Evaluation Report (2 Pages including cover)
Installation Details (I Page)
Load Span Table (1 Page)
004
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Report No. C2173-2
Date:. 8.18.2017
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Manufacturer:
Product Name:
Panel Description
Union Corrugating
MasterRib Panel
36" wide coverage
Materials: Minimum 29 ga., 80
or Galvalume coate,
A755).
Support Description:
Design Pressure:
(Based on testing)
Panel Attachment:
At panel ends
At intermediate
Sidelap Attachment:
FL 9557.2-R4
C2173-2
8.18.2017
Page 2 of 2
3/4" high ribs at 9" o.c.
si steel. Galvanized coated steel (ASTM A653)
steel (ASTM A792) or painted steel (ASTM
Nom. 2" x 2" (min) SPF, SYP or DF lumber
(Must be designed by � thers)
+45.35 and -36.2 psf q support spacing of 48" o.c.
(@ 3 span condition with FS = 2.0)
#9-15 or #10-14 x 1.5"
@ 3.5"-5.5"-3.5" o.c. a
@ 9" o.c. across panel
V4"-14 x 7/8" long SDS
wood screws with washers
panel width
washer @ 24" o.c.
Test Standards: Panel assembly tested I in accordance with ASTM El 592-01 'Test
Method for Structural Performance of Sheet Metal Roof and Siding
I - -
Systems by Uniform Static Air Pressure Difference'.
Test Equivalency: The test procedures in ASTM E1592-01 comply with test procedures
I
prescribed in ASTM E1592-05(2012).
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1404.5. 1
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 Repori
ENCON Technology Inc.
C 1514-1 (Test #2 & 3), Re orting Date 9/8/07
1p
INTERIOR SUPPORTS
NOM. 2" X 2- (MIN
LUMBER (DESIGNED
BY OTHERS)
END SUPPORTS
NOM. 2" X 2- (MIN) -
LUMBER (DESIGNED
BY OTHERS)
PAN EL FASTENER 0
3.5 -5 . 5" -3.5" O.C.
SIDELAP FASTENER
@ 24" O.C.
MASTERRIB
PANEL
PANEL FASTENER
0 9" O.C.
PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER
@ 9" O.C. DErAIL @ 24" O.C.
-9" o.c. MASTERRIB
PANEL
PANEL FASTENER @ — SIDELAP FASTENER
3.5"-5.5"-3.5" O.C. 0 24" D.C.
-9, O.C. MASTERRIB
i /— PANEL
MAX 48" O.C.
(SEE LOAD SPAN
TABLE FOR
ALLOWABLE LOADS
AND SPANS)
TYPICAL PANEL INSTALLATION X-SECTION
NOM. 2" X 2" (MIN)
LUMBER (DESIGNED
SECTION VIEW BY OTHERS)
SIDELAP FASTENER MASTERRIB
1/4"-14 SIDS WITH *PANEL
WASHER @ 24" O.C. PPANEL FASTENER
R9 15 OR
— W#10-14 x 1.5" LONG
S WITH ASHER
NOM. 2" X 2" (MIN)
L I
UMBER (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. (t = 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.
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SHEEr NO.
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UNION CORRUI GATING COMPANY
i
MasterRib Wall Panel
36" wide, 29 ga. (min) Sieel Panel over Wood Supports
Span
Condition
Loading
Type
Allowable Load (psf)
Support Spacing (ft)
1.50
1.75
2.00
2.25
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
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
42A
33.8
Notes:
1. Allowable load for each condition is the smallest load calcu I
and deflection limit of L/120. Allowable loads are calculate�
2. The wind load is taken as 0.7 times the "component and cla�
3. The panel allowable properties are determined from ffill sca�
4. The panel fasteners are #9-15 or 410-14 x 1.5" long wood sc
is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at
5. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws
6. Wood supports are minimum 2" x 2" lumber. All supports r
7. Minimum bearing width of support is 1.5".
8. The panels may span from bottom to top supports or side to s
9. Panels must be installed as per Evaluation Report FL 9557.2
1216 N Lansing Ave. Suite C
Tulsa, OK 74106
9184925992
ted based on fastener capacity, panel strength and
for minimum 29 ga. panel.
ding" loads for the purpose of determining deflection limit.
� ASTM El 592 tests at 4'0" span
,ews with washers. Fastener spacing across panel width
3anel ends.
with washer at 24" o.c.
Lst be designed to resist all loads imposed on the panel.
supports.
Union current installation procedure.
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Bala Sockalingam, Ph.D., P.E.
PE 62240
EVALUATION REPORT OF
UNION CORRUG�TING COMPANY
'29 GA. MASTERRIB PANEL'
OVER NOM. I" x 41 WOOD SUPPORTS
FLORIDA BUILDING CqDE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
9 5-5-R4
STRUC4��COMPONENTS
ROOFDECK
Prepired For:
Union Corruiating Coml�any
701 S� King St.
Fayetteville, NC 28301
Telephone: (910) 483-0479
Fax: (94. 483-1091
Pre0ared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lan ing Ave., Suite C
TulsarOK 74106
Telephone� (918) 492-5992
FAX: i�66) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installati�n Details (I Page)
No. C2172-5
te: 8.20.2017
.4
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BIOS Z%.
e4f
Manufacturer: Union Corrugating
Product Name: MasterRib Panel
Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c.
Materials: Minimum 29 ga., 80 ksi
or Galvalume coated sl
A755).
Support Description:
Slope:
Nom. V x 4" (min) It
(Must be designed by
1/2:12 or greater in
Design Uplift Pressure: 138.9 psf @ support
(Factor of Safety = 2) (3 or more spans)
Panel Attachment:
At panel ends
At intermediate
Sidelap Attachment:
#9-15 or # 10- 14 x 1.5 "
@ 9" o.c. across panel
@ 9" o.c. across panel
FL 9555.5-R4
C2172-5
8.20.2017
Page 2 of 3
:1. Galvanized coated steel (ASTM A653)
(ASTM A792) or painted steel (ASTM
(SYP Untreated)
3)
with FBC 2017 Section 1507.4.2
iria of 24" o.c.
wood screws with washers
1/4"-14 x 7/8" long SDS withIlwasher @ 6" 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 ��ir Pressure Difference' and FM 4470
Section 5.5 'Resistance to Foot Traffic'.
Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure
prescribed in ASTM E1592-05(2012).
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).�
Code Compliance: The product described herein lias demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shall be det6 rmined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support I spacing listed herein shall not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational analy,sis prepared by a Florida Professional
Engineer. 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 Fk 2017 Section 1505 and current
approved roofing materials direct�ry for fire ratings of this product.
FL 9555.5-R4
C2172-5
8.20.2017
Page 3 of 3
Supporting Documents: ASTM E1592 Test Report
Farabaugh Engineering, 6d Testing Inc.
I
Project No. T245-06, Revised Reporting Date 11/7/06
FM 4470 Test Report
ENCON Technology Inc�
C1583-2, Reporting Da e�7/24/08