• Meets the stringent CSA-S37-18 standards, ensuring safety and reliability (P.ENG stamp available)
• Simplicity of lap joint splicing can significantly reduce the time required to assemble the tower sections. Installers can quickly connect sections with minimal adjustments.
• Bracing remains the same size throughout the sections, eliminating the need to match different brace lengths to different sections reducing the assembly process for the installer.
• Highest wind load capacity in class

• Wind Load: 10f² at design ice of 450Pa; 19f² at design ice of 350Pa
• Bracing Type: Formed Angle, Z-Brace Diagonal
• Leg Connection: Leg-to-Leg, Overlapping Bolted Connection
• Leg Type: Custom Formed V Profile
• Climbing Application: Separate Bolt-On, Optional Ladder

• Tower Sections
• Welded and galvanized foot weldments
• Hardware