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09/27/2007 DESIGN REVIEW COMMITTEE Minutes
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09/27/2007 DESIGN REVIEW COMMITTEE Minutes
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DESIGN REVIEW COMMITTEE
Meeting Document Type
Minutes
Meeting Date
09/27/2007
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I <br /> F 1.3 Material <br /> P. 1.3.1 Steel <br /> The main steelwork is composed primarily of 3" and 3-1/2" diameter round steel <br /> tubing. Most tubing is purchased to ASTM A500B specification with a minimum yield <br /> strength of not less than 50,000 pounds. The steelwork is either pre-galvanized or <br /> hot dip galvanized to ASTM A123 after fabrication to provide corrosion protection. <br /> Primary Member Sizes Table <br /> Diameter Thickness Min. Yield Cog tin4 <br /> Leg, Roof and Gable 3.0" .120" 50,000 lbs. Pre-galvanized or <br /> Tubes Hot dip galvanized <br /> Joint Tubes (elbows) 3.5" .1881, 42,000 lbs. Hot dip galvanized <br /> Axial Tubes 2-3/8" .120" 50,000 lbs. Pre-galvanized <br /> Mid-span Bracing 1.9" .109" 42,000 lbs Pre-galvanized <br /> Secondary Span 1.25" .095" 50,000 lbs Hot dip galvanized <br /> Bracing <br /> Plate and Angle - - 36,000 lbs Hot dip galvanized <br /> Fabrications <br /> Fastening Clevis Pins 5/8" - Zinc plated <br /> P 1.3.2 Fabric <br /> The fabric is a minimum 21 oz. PVC coated polyester. The fabric has a thickness of <br /> 28 mils, a tensile strength of 285 poundsrnch, and a tear resistance strength of 130 <br /> pounds. The fabric is treated with chemicals to resist degradation by ultraviolet light <br /> and also to be flame retardant and is self-extinguishing in accordance with NFPA701 <br /> and applicable Federal Standards. The roof is usually a white translucent and the <br /> walls are of various opaque colors. <br /> P 1.3.3 Hardware <br /> The primary structural members fasten together using a combination of clevis pins <br /> and bolts at apex locations. Pins and bolts are high strength and plated to resist <br /> corrosion. <br />
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