PBR
PBR
The PBR exposed fastener metal wall panel can be utilized for a wide variety of architectural, commercial and industrial applications. Galvalume PBR is a structural panel with exposed fasteners used in wall applications. This exposed fastener metal wall panel is 36” wide with 1 ¼” high ribs 12” on centers.
| Profile Width | 7.2: Traditional high-rib pattern at 7.2″ o.c. PBR: 1¼” rib height at 12″ o.c. PBU: ¾” rib height at 6″ o.c. |
| Width | 36″ |
| Length | 5′-0″ to 50′-0″ |
| Exterior Face | AZ-50 aluminum-zinc coated steel in 26, 24 and 22 Ga. |
| Standard Exterior | Full-Strength 70% PVDF Fluoropolymer Coating or Siliconized Polyester Coating |
| Finishes & Colors | Please see Color Chart below for all available colors. |
| Fastening | Exposed Fastening System |
Design Features and Benefits
- The PBR Panel is used for a wide variety of architectural, commercial and industrial applications.
- PBR is a structural panel with exposed fasteners used in wall applications.
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® Exposed 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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