|Material||All Structural Steel|
|Finish||Polyurethane Acrylic Enamel|
|Flooring||3/4" OSB on 20 GA Deck|
|Standards||IBC 2006 Code For Seismic Design Categories A, B and C|
- Designed for 125 lb./sq.-ft. uniform load, L/360 deflection. Meet IBC 2006 code for seismic design categories A to C Hisher Seismic. Categories D to F require modifications to standard designs at additional cost. Mezzanines are 110"H to top of deck. Structural steel beams, purlins, and girders with 5" x 5" square columns help create a rigid floor space. Underside has a white finish to enhance light levels. A full perimeter steel fascia conceals the edges of the deck surface. Mezzanines are stand alone structures. Gray polyurethane acrylic enamel painted finish. High-density composite flooring is highly recommended for structures that need to accommodate heavy pallet jacks, carts, or dollies.