HomeMy WebLinkAboutProduct Evaluation Report EVALUATION REPORT OF
METAL,SALES MANUFACTURING CORPORATION
'26 GA.5V-CRIMP PANEL'
FLORIDA PRODUCT APPROVAL,
FL 16611.1
ROOFING
METAL ROOFING
Prepared.For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502)8554300
Fax: (502)8554290
Prepared By:
Bala Sockalingan,Ph.D.,P.E.
Florida Professional Engineer#62.240
1216 N Lansing Ave.,Suite C
Tulsa,€1K 74106
Telephone: (918)492-5992
FAX: (866)366-1543
This report consists of
Evaluation Report(3 Pages.including cover) -
Installation Details(1 Page)
-
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Report Nm. 01934-1
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FL 16611.1
C1934-1
10.11.13
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: SV-Crimp
Panel Description: 24"wide coverage with(5) 1/2"high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792)or painted steel(ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of
24" for new and existing constructions. Designed and installed as per
FBC 2010.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
in the plywood field and edges
Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5
Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2. For
roof slope less than 3:12,lap sealant must be used in the panel sidelap.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety=-2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 or ##10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" and'installed as per Metal Sales.current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Code Compliance: The product described herein has demonstrated compliance with.FBC
2010 Section 1507.4
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 evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2010 Section 1505 and current
FL 1661.1.1
• C1934-1
10.11.13
Page 3 of 3
approved roofing materials directory or ASTM E 108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: UL580& 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01,Reporting Date 9/20/13
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PANEL OVEL'—
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Rot
SV—CRIMP 10/a/13FASTENER AT PANEL FLAT
SEE DETAIL 2 / DETAIL 1 REQUIRED FOR PANEL 3
ENDS ONLY.
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8d x'2,5" LONG RING SHANK NAIL PANEL FASTENER PER ALLOWABLE
OR #8 x 2" LONG WOOD SCREWS OR
TABLE ON THIS SHEET.
UNDERLAYMENT SHALL BE INSTALLED SPACED 0 6" O.C. IN THE FIELD &
AS PER MANUFACTURER'S INSTALLATION AT PLYWOOD EDGES
GUIDELINES °z
TRUSS AT MAX. 2R4A OEC.JOIST/ D N
TYPICAL PANEL INSTALLATION X—SECTION
o
#9-16 OR #10-14.WOODSCREWS DESIGN UPLIFT PRESSURE n �
WITH SELF SEALING WASHER AT o
MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE � o
(IN) (PSF)
SPACING
i �N
5 10
5V—CRIMP 36 _ 30.0 0o
MIN 26 GA.
20 o
6 172.5 Ln
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` GENERAL NOTES: Z
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a
FLORIDA BUILDING CODE (FBC). n a
UNDERLAYMENT 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019 . EFFECTIVE COVERING
VOSB 7/16" THICK (MIN.) OR
DETAIL 1 PLYWOOD 15/32 THICK (MIN.) WIDTH OF PANEL = 24 v
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING. � E
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
#9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
MAXIMUM SPACING OF 36" O,C, 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.
5V-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. A
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UNDERLAYMENT
DETAIL 2 OSB 7THICK (MIN.) OR 1934-1
PLYWOODOD 1 15/32 THICK (MIN.) SHEEP x0.
1 � 1