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Page 26 of 26 <br /> JOB NO.: U2350 <br /> fr ,:.\/ E C T 0 Copyright©2022 Vector Structural Engineering,LLC <br /> This Excel workbook contains proprietary information belonging to Vector Structural <br /> E C t C� I rl E E R Engineering,LLC,and maybe neither wholly nor partially copied or reproduced without the <br /> prior written permission of Vector Structural Engineering,LLC. <br /> PROJECT: Shelter Ballast System <br /> Roof Load Comparison Location: MW Ballasted Sled <br /> Loads <br /> Equipment 24 lbs <br /> Frame 74 lbs <br /> Ballast 300 lbs <br /> (2) Frames Total Weight 795 lbs <br /> (2) Frames Footprint Area 19.6 ft^2 <br /> Load on Roof 40.5 psf OK <br /> Note: The distributed load of the ballast frame is less than the design <br /> roof live load of 105 psf(per Fibrebond Shelter as-builts), <br /> therefore the roof can support the ballasted frames for proposed <br /> antennas. <br />