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• <br /> Task; WindDesign of:Balcony Glass Infill <br /> Glass panels,to be fully tempered glass per;Innovative drawings Glass design per ASTM E 1300-09a <br /> and IBC Chapter 24'with safety factor of 4 for balustrade panels. <br /> Wind Load on Glass Infill panels are 15 2 psf ASD (see previous page). <br /> From ASTM E 1300 09a Figured Al 25 for 6 rnm-glass and unsupported length 38" <br /> Nonfactored Load capacity 15 psf, GTF= 4.0for tempered glass (Table 1) <br /> so LR or Factored Load Capacity = 15 * 4 = 60 psf> 15.2 psf OKAY <br /> See attached Tahles for use In determining the wind load on the glass-infill panels for the various wind <br /> speeds, exposure categories around the state based on various elevations of the guardrail system above <br /> grade 6 mrh glass panel system typically would not work in exposure D areas(Le., the beach) and <br /> -need-to be--chec ed on a case;by case basis <br /> • <br /> • <br /> • <br /> • <br /> Project Job no. <br /> James G. Pierso>n, Inc. Innovative Glass Railing System <br /> Consulting Structural Engineers Location ° 3/30/20 <br /> Washington and Oregon <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 /> Page 7 of 12 <br />