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6 ft Innovative Glass Railing System <br /> 20 ft max. above ground 30 ft max. above ground <br /> Wind Wind <br /> Speed Wind Design Nominal Wind Speed Wind Design Nominal <br /> ASCE Speed Wind Load Load (psf) ASCE Speed Wind Wind <br /> 2012 (Nominal) (psf) 2012 (Nominal) Load (psf) Load (psf) <br /> m 110 85 19.7 11.82 m 110 85 22.1 13.26 <br /> 2 115 90 21.5 12.9 2 115 90 24.2 14.52 <br /> o 125 95 25.4 15.24 o 125 95 28.5 17.1 <br /> X- 130 100 27.5 16.5 X 130 100 30.9 18.54 <br /> w 135 105 29.7 17.82 w 135 105 33.3 19.98 <br /> U 110 85 28.5 17.1 U 110 85 31.0 18.6 <br /> m 115 90 31.1 18.66 F2 115 90 33.9 20.34 <br /> of 125 95 36.8 22.08 uu) 125 95 40.0 24 <br /> X- 130 100 39.7 23.82 X 130 100 43.4 NO GOOD <br /> w 135 105 42.9 NO GOOD w 135 105 46.7 NO GOOD <br /> 110 85 34.2 20.52 110 85 36.7 22.02 <br /> 115 90 37.4 22.44 115 90 40.1 24.06 <br /> 0 125 95 44.1 NO GOOD 0 125 95 47.4 NO GOOD <br /> = 130 100 #VALUE! = 130 100 0 <br /> Cl) 135 105 #VALUE! 0 135 105 0 <br /> w 140 110 #VALUE! w 140 110 0 <br /> 150 115 #VALUE! 150 115 0 <br /> 155 120 #VALUE! 155 120 0 <br /> Pa <br /> co <br /> CD James G. Pierson, Inc. Project Innovative Glass Railing System Job no. <br /> Location Daze <br /> N n inn <br /> Consulting Structural Engineers Washington and Oregon 1/1/2019 <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 />