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6 ft Innovative Glass Railing System <br /> 40 ft max. above ground 50 ft max. above ground <br /> Wind <br /> Speed Wind Design Nominal Seed Wind Design Nominal <br /> ASCE Speed Wind Wind ASCE Speed Wind Wind <br /> 2012 (Nominal) Load (psf) Load (psf) • 2012 (Nominal) Load (psf) Load (psf) <br /> m 110 85 24 14.4 m 110 85 25.6 15.36 <br /> 2 115 90 26.2 15.72 ;v 115 90 28 16.8 <br /> n 125 95 31 18.6 n 125 95 33 19.8 <br /> X- 130 100 33.5 20.1 X- 130 100 35.7 21.42 <br /> w 135 105 36.2 21.72 w 135 105 38.5 23.1 <br /> U 110 85 32.9 19.74 U 110 85 34.5 20.7 <br /> 2 115 90 36 21.6 a 115 90 37.7 22.62 <br /> n 125 95 42.5 NO GOOD n 125 95 42.5 NO GOOD <br /> X 130 100 46 NO GOOD X- 130 100 46 NO GOOD <br /> w 135 105 49.6 NO GOOD W 135 105 49.6 NO GOOD <br /> 110 85 38.6 23.16 <br /> 115 90 42.1 NO GOOD <br /> 0 125 95 49.8 NO GOOD <br /> 2 <br /> = 130 100 0 <br /> o 135 105 0 <br /> w 140 110 0 <br /> 150 115 0 <br /> 155 120 0 <br /> Job no. <br /> CDJames G. Pierson, Inc. ProjectInnovative Glass Railing System <br /> CO <br /> Consulting Structural Engineers Location pie <br /> NWashington and Oregon T/1/2019 <br /> 610 S.W.Alder,Suite 918 Portland,Oregon 97205 <br /> Tel: (503)226-1286 Fax: (503) 226-3130 Client Sheet no. <br /> Innovative Aluminum Systems, Inc. <br />