Laserfiche WebLink
engineered metal building. The basic loading criteria used for the preliminary design of the <br /> building are as follows: <br /> • Live Load: 125 psf <br /> • Snow Load: 115 psf <br /> • Wind Speed: 80 mph, Exposure C <br /> • Seismic Zone 1 <br /> In addition to the three 629 pumps and new,motors described above, the pump <br /> station would consist of the following additional items: <br /> • Crane aisle hoist system or alternately, a center pivot jib crane. The set <br /> length of the pumps is fairly long (17.5 feet). This design assumes that the <br /> pumps will be disassembled as they are pulled. The alternative would be <br /> to increase the height of the building by 6 to 7 feet, or install hatches in the <br /> roof and eliminate the hoist system. <br /> • Electric Heat. <br /> • Two 3070 manway doors and one 1010 garage door with automatic <br /> opener. <br /> • One electric vent fan. <br /> • Bubbler system for ice control. <br /> • Structural steel support system over the intake sump covered with grating. <br /> • Adjustable intake sump level using 4x12 treated timbers (as shown on the <br /> drawing). <br /> • Milltronics ultrasonic sump level indicator. <br /> 10 <br />