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Standing Seam - 1 ½" Snap Lock Panel

1.5" Snap Lock Panel Standing Seam
  • Architectural Standing Seam Metal Roofing System

  • Ideal for residential and light commercial applications

  • The specially designed clip allows thermal movement

  • Tested panel for rated assemblies achieves higher performance levels

1-1/2" Snap Lock Panel; max width 15.39"; Snap Lock Seam fastened
with (2) #10-12 x 1" long No. 2 Phillips drive pancake head, wood
screws; One Part Clip Assembly SL150R Clip fastening metal to panel
to minimum 15/32" plywood decking; maximum 24" clip spacing;
Panel Rollformer: Schlebach Quadro-Plus Rollformer; Maximum
Allowable Roof Uplift Pressure (steel): -86.0 psf Main Field @
24" Clip Spacing; Perimeter Pressure -108.5 at 12" Clip Spacing;
Corner Pressure -116.0 psf @ 6" Clip Spacing; Oil Canning is a
characteristic of light gauge architectural metals and is not a fl aw and
therefore is not a cause for rejection.

1.5" Snap Lock Panel Standing Seam

Specifications

Design Information

Test Report Summary

• Minimum Slope = 1-1/2":12"
• Actual Panel Width: 15.39" from 20" Coil
• Solid Substrate Required
• Architectural, Hydrokinetic Panel
• Snap Seam – No Field Seaming Required
• 24 and 26 Gauge Galvalume®
• .032" Aluminum
• 16oz Copper
• 30 Year Finish Warranty on Kynar 500 Finish
• Weather Tight Warranty Available
• Underlayment Required

• Miami Dade Building Code Compliance Approved
• Florida Building Code 2020
• Chapter 15: Roof Assemblies
• Section 1504.3.2; 1505.3; 1507.4
• Chapter 16: Structural Design
• Chapter 22: Steel; Section 2209 Cold Form Steel
• Chapter 23: Wood
• Testing per TAS 125-03 Std. Requirements for
Metal Roof Systems
• Test Assembly #6 by Underwriters
Laboratory for:
a) UL 580-94, per FBC, Uplift Resistance of
Roof Assemblies
b) UL 1897-98, per FBC, Uplift Tests for Roof
Covering Systems
• Testing per TAS 100 Wind Driven Rain Test
• FPA #9860.11 – HVHZ – 24ga
• M-D NOA #19-0722.06 - HVHZ - 24ga

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