Metal Solutions Page - 1

• Architectural/Structural Flat Pan Standing Seam Panel
• 16" Panel Coverage
• 2" Rib Height
• Gauges:  24 GA Standard and 22 GA Optional
  
• Minimum Roof Slope:  1/2 : 12
• Factory Applied Side Lap Sealant
• Integral Mechanically Seamed Side Lap, Seam Closed to 70 Degrees
• Concealed Clip Designed to Accommodate 1/2" to 6" Blanket Insulation
• Concealed Clip Designed to Accommodate Movement Due to Temperature Change
• Applies Over Open Framing or Solid Substrate
• Available Finishes Include Kynar 500 (PVF2), MS Colorfast 25^® and Bare Galvalume™
  

Testing:

1. UL 580, Class 90 Wind Uplift, Construction Number 90, and 238B
   
2. UL 263 Fire Resistance Rating
   
3. CEGS-07416 US Army Corps of Engineers Rated
   
4. ASTM E-283 Air Infiltration Approved
   
5. ASTM E-331 Water Penetration Approved
   
   
   
   
   
   

Notes:

1. Theoretical section properties computed for flexural loads per AISI Cold Formed Steel Design Manual 1986 Edition.
2. Loads in tables based on continuous beam over three equal spans. For stress loads, 2-span load would be 0.80 of the 3-span load.
   
3. Allowable loads have not been increased by 33 1/3% for wind uplift.
   
4. Allowable loads for deflection based on deflection limitation of span/180.
   
5. For root panels, self weight of the panel has to be deducted from the allowable inward load to arrive at the actual "live load" carrying capacity of the panel.

• Structural Trapezoidal Standing Seam Panel
  
• 24" Panel Coverage
  
• 2 11/16" Rib Height
  
• Gauges: 24 GA Standard and 22 GA Optional
  
• Minimum Roof Slope: 1/4 : 12
  
• Factory Applied Side Lap Sealant
  
• Pittsburgh Double Flat Locking Mechanically Seamed Side Lap
  
• Concealed Clip Designed to Accommodate 1/2" to 6" Blanket Insulation
  
• Concealed Clip Designed to Accommodate Movement Due to Temperature Change
  
• Applies Over Open Framing or Solid Substrate
  
• Available Finishes Include Kynar 500 (PVF2), MS Colorfast 25^® and Bare Galvalume™
  

Testing:

1. UL 580, Class 90 Wind Uplift, Construction Number 197
   
2. UL 263 Fire Resistance Rating
   
3. CEGS-07416 US Army Corps of Engineers Rated
   
4. ASTM E-283 Air Infiltration Approved
   
5. ASTM E-331 Water Penetration Approved
   
   
   
   
   
   

Notes:

1. Theoretical section properties computed for flexural loads per AISI Cold Formed Steel Design Manual 1986 Edition.
   
2. Loads in tables based on continuous beam over three equal spans. For stress loads, 2-span load would be 0.80 of the 3-span load.
   
3. Allowable loads have not been increased by 33 1/3% for wind uplift.
   
4. Allowable loads for deflection based on deflection limitation of span/180.
   
5. For roof panels, self weight of the panel has to be deducted from the allowable inward load to arrive at the actual "live load" carrying capacity of the panel.