NuWall®
NuWall® combines the ease of installation in both new and retrofit concealed fastening wall panel applications, with the pleasing aesthetic appeal of a clean and uninterrupted wall. The 12” wide concealed fastener metal siding profile is 2 ½” deep with ½” deep fluting. The NuWall panel can be installed over an existing R panel wall while other panel profiles may require the use of subgirts.
No clips are required as the panel is attached to the structure with self-drilling fasteners on one side of the panel only. Therefore, the adjoining panel simply snaps into the previous panel for a quick installation.
Design Features and Benefits
- NuWall® Panel can be installed over an existing R panel wall; other panel profiles may require the use of subgirts
- The panel is attached to the structure with self-drilling fasteners on one side of the panel only, no clips required
- The adjoining panel simply snaps into the previous panel for quick installation
Colors
ICI Color Chart


1. Metallic paint finishes will exhibit color shift, shade variances, striations and longitudinal patterning that are inherent characteristics and are not a product defect or cause for rejection.
2. All Metl-Span colors are formulated to provide maximum energy-efficiency and solar reflectivity. All standard available Premium I and Premium II colors have been formulated for maximum solar reflectance.
3. Prices vary by color, gauge and quantity of metal. Please contact your Metl-Span representative for complete information.
4. All colors shown are approximate actual finish colors displayed as accurately as possible.
5. Light Stone – Tuff Cote® does not match the Light Stone – Standard SP color offering.
Download Our Literature
Metl-Span® Concealed Fastener Series Single-Skin Wall Panel
2012 Master Format™ Section 07 42 13.19
All specifications and designs are subject to change without notice.
Load Span Tables
The Load Span Tables below are based on Allowable Stress Design (ASD). For loads calculated based on ASCE 7-10 (LRFD), please refer to section 2.4.1 of ASCE 7-10 for the applicable load combinations using Allowable Stress Design.
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