HomeMy WebLinkAboutAPPROVED FL 11560.4 _ Image II - 1-2 Plywood EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.IMAGE 11 PANEL'
FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 11560.4-R2
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3'd Street,Suite 200
Louisville,KY 40202
Telephone: (502)855-4300
Fax: (502)855-4290
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)
Installation Details (1 Page)
SOCKA41 f-i
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No 62240
•
Report No. C20094 * '
STATE OF
Date: 3.27.15 � +
1
3.2 1.2-0 t 5"
FL 11560.4-R2
C2009-4
3.27.15
Page 2 of 2
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image lI
Panel Description: Max. 16" wide coverage with V 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. 15/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Slope: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety= 2)
Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
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 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 2014 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: TAS 125 Test Reports
Hurricane Test Laboratory, LLC
HTL Report#: 0103-0714-09, Reporting Date 9/l/09
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