HomeMy WebLinkAboutProduct Approval �° 2 42015
RECEIVED AUG
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V-CRIMP PANEL'
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FLORIDA PRODUCT APPROVAL
FL 15478.1
ROOFING
METAL ROOFING
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Prepared For:
Metal Sales Manufacturing Corporation
545 South 30 Street,Suite 200
Louisville;KY 40202
Telephone: (502)555-4300
Fax: (502)855-4290
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Prepared By:
Bala Sockalingatn,Plim"P.E.
Florida Professional Engineer 462240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
Telephone: (918)4925992
. FAX: (866)366-1543
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This report consists of
Evaluation Report(3'Pagest including cover)
Installation Details(1 Page) ��t�tl�tiyp��
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Report No. C18424 :Q
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Date:.4:21:12 :• 0.. T Of :SAO
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FL 15478.1
C1842-1
4.21.12
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-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. 19/32" thick plywood 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 @ 4" o.c. at edges
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.
Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2
Design Uplift Pressure: 74.8 psf @ fastener spacing of 16" o.c.
(Factor of Safety=2) 196.75 psf @ fastener spacing of 8"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".
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 TAS 125-03 `Standard
Requirements for Metal Roofing 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 support 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