HomeMy WebLinkAboutProduct Approval �f, 6 2016
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EVAT UATRION REPORT T.OF .
UNION CORRUGATING COMPANY
`29 GA.MASTERRIB PANEL'
OVER WOOD SUPPORT AND DECK
FLORIDA PRODUCT APPROVAL
FL 7271.9-R2
ROOFING
METAL ROOFING
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Prepared For:
Union Corrugating Company
P.O.Box 229
Fayetteville,NC 28302
Telephone: (910)483-0479
Fax: (910)483-8897
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Prepared By:
Bata 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) d►i����OCKAt�j�<
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S ;• No 42240
Report No. C180S-15 : STATS DP ,: s
Date: 12.7.11 �i�, •:*d• 10,60-
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FL 7271.9-R2
C1805-17
12.7.11
Page 2 of 3
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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. 1"x 4" (min)lumber(Must be designed by others)
Support Attachment: (1)#9 x 3" long wood screw into rafters spaced at max 24" o.c.
New Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5. Required
for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt.For reroofing
.(Optional) construction only.
Deck Description: Min 15/32" thick plywood or 7/16" thick OSB deck for new and
existing constructions.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
at plywood field and edges
Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2
Design Uplift Pressure: 71 psf for Fastener Pattern 1
(Factor of Safety=2) 114 psf for Fastener Pattern 2
Panel Attachment: #9-15 wood screw with washer. Fastener shall be of sufficient length
to penetrate through the support and deck a minimum of 3/8".
Pattern 1 @ 9" o.c. across panel width
Pattern 2 @ 5.5"-3.5"-5.5" o.c. across panel width
Sidelap Attachment: %a"-14 x 7/8" long SDS @ 24"o.c. Recommended for roof slope less
(Optional) than 3:12.
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' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
.Code Compliance: The product described herein has demonstrated compliance with FBC
2010 Section 1507.4
' FL 7271.9-R2
C1805-17
12.7.11
Page 3 of 3
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. 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 2010 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: ASTM E1592 Test Report
ENCON Technology Inc.
C1811-1,Reporting Date 11/30/11
FM 4470 Test Report
ENCON Technology Inc
C1583-2,Reporting Date 7/24/08
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FASTENER PANEL FASTENEROF SLOPE #9-15 @ 9" O.C. EXISTING SHINGLES NOM. R X 4"
AN 3:12 (OPTIONAL) LUMBER
EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR
(OPTIONAL) PLYWOOD 15/32" THICK (MIN.)
#9 X 3" LONG
WOOD SCREW
FASTENER PATTERN MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
a
SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4" �-
FOR ROOF SLOPE #9-15 ® 3.5"-5.5" O.C. (OPTIONAL) LUMBER
LESS THAN 3:12
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EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR
(OPTIONAL) PLYWOOD 15/32" THICK (MIN.)
#9 X 3" LONG
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WOOD SCREW77 MIN. 2X— WOOD RAFTER/JOIST/
FASTENER PATTERN Z TRUSS AT MAX. 24" D.C. z
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GENERAL NOTESi
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE CFBC), j
2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS ALLOWABLE UPLIFT PRESSURE
SPECIFIED ON THIS DRAWING,
3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS FASTENER PRESSURE
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS PATTERN (PSF)
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA 1 71.0
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM c� 's
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. }+
5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2 114.0 Lnzus
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. za
9" C=
3/4°
36°
1 -
1
11-30-2011
MASTERRIB PANEL PROFILE of
29 Gauge, Minimum Yield = 80 KSI i
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