The primary structural elements of all Class 160 towers are the nominal 4″ x 4″ columns spaced on
Unless otherwise specified, all lumber is pressure treated after fabrication. Treatment in accordance with CTI Standard
All structural framing connections use ¹⁄₂″ diameter galvanized machine bolts with either
The fan deck is pressure treated exterior grade fir plywood designed for a uniform live load of 60 psf.
Hinged doors through the endwall casing permit access to the interior of the tower at the basin level.
All mechanical equipment is accessible both from the interior of the tower and through the fan cylinder. Every component of every tower is removable and replaceable.
■Casing
Tower endwalls are cased with gray 8 oz/sq ft ribbed FRP sheets. Water and
Casing ribs run vertically. Vertical joints between sheets are overlapped one rib and are sealed in the fill areas. Casing attaches to the structural members with stainless steel fasteners and neoprene bonded washers. Corner trim pieces are 12 oz/sq ft molded FRP.
■Access and Safety
The Class 160 tower is designed to meet all OSHA requirements. A
Aluminum ladders attached to the tower endwalls provide access to the fan deck level. Ladders begin at the cold water basin level and end at the top of the guardrail around the fan deck. Each tower normally includes two
■Cold Water Basin
Most Class 160 owners install their towers over concrete cold water basins provided by
Consult your Marley sales representative for detailed
dimensional drawings and load schedules to help you with your basin design.
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