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Standing Seam - 1½" Nail Strip Panel

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

  • Ideal for residential and light commercial applications

  • The economy and speed of a clipless panel

  • Higher profile for added strength on larger jobs

  • More prominent seam has the look of a traditional standing seam roof

1.5" Nail Strip Panel; max width 14.8"; Snap Lock Seam fastened
with #10-12 x 1" long No. 2 Phillips drive pancake head, wood screws
fastening metal to panel to min. 15/32" plywood decking; maximum
fastener spacing panel slots; Panel Rollformer: Schlebach Quadro-Plus
Rollformer; Maximum Allowable Roof Uplift Pressure (steel): -78.5 psf
Main Field @ 11" Fastener Spacing in Panel Slots; -116.0 psf
Perimeters & Corners @ 6-3/4" Fastener Spacing in Panel Slots &
12 OC in Pan; 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 with Nail Strip Panel Standing Seam

Specifications

Design Information

Test Report Summary

• Minimum Slope = 1-1/2":12"
• Actual Panel Width: 14.8" 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 Not Available
• Underlayment Required
• Clipless System limits panel length to 25’ +/-
• Off set design ensures smooth surface at fabrication

• 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 #9860.8 – HVHZ – 24ga
• M-D NOA #19-0722.04 - HVHZ - 24ga

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