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Compliance Statement: The product as described in this report has demonstrated
Florida Building Code 2014, Sections 1504.3.2, 1507.4.3, 1518.9, 1523.6.5.2.4
Product' Description: 1.5" Clipless Snap Lock Roof Panel, 24GA 15"-19" Widths,
Panel fastened into 15/32" 4-PLY CDX Plywood decking or wood plank. Non-structural
Material: 24GA 40ksi, conforming to Florida Building Code 2014 Section 1507.4.3
Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010,
Panel Dimensions: Panel Widths: 15% 19" 1.5" rib height
Fastener: (1) #10 Pancake. Corrosion Resistant per Florida Building Code 2014 Section
3/16" minimum penetration through plywood
Seam sealant: Bostik 70-05A sealant, 3/8" bead along both sides of male flange of
pliance w' h the
panels, mechanically
:)plication
n 1507.4.
506.7
seam fug
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
15/32" APA Rated plywood. Plywood supports at maximum 24' O.C. Design of plywood nd
the scope of this evaluation. Must be designed in accordance w/ Florida Building Code ZZ014
Design Uplift Pressures: Uplift Design Pressure: with Safety Factor of 2
-97.25PSF @ 3" O.C. FASTENER SPACING at the clipless seams
-16I1PPSS—F @@ W 0; , . FASTENER SPACING at the clipless seams
Reference: Architectural Testing, Inc. an Intertek Company Test -Report # C6413.02-4 0-18- TAS
Report # D4563
PRI Construction Materials Technologies (TST5878)AKZC-001-02-01/05 TAS 110-2000.
PRI Construction Materials Technologies (TST5878)AKZC-001-02-01/05 ASTM B 117-2002
Akzo Nobel Coatings, Inc. Lab Form ASTM G 153
Code Compliance: The product described herein demonstrated compliance with The
1504.3.2., 1528.6.5.2.4. The product evaluation is limited to compliance with the stru
2014, as relates to Rule61G20-3.
Minimum Slope Range 2:12 Minimum Slope per Florida Building Code 2014, and in
recommendations.
Installation: Install per manufacturer's recommended details.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014
Roof Panel Fire Classification: No classification. 11,
L tJ _.
Shear Diaphragm: values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, applicable wind loads are de
Building Code 2014 for roof cladding wind loads. These component wind loads for roof cla
pressure listed above. The design professional shall select the applicable erection details t
fastener attachment to his structure and analyze the panel fasteners for pullout and pullo,
with Florida Building Code 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16
Certificate of independence: James Biagi, P.E. does not have nor will acquire financial inte
distributing products under this evaluation. James Biagi, P.E. is not owned or operated or
manufacturing or distributing product under this report.
Page 2 of 3
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