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Task: Wind Design of Balcony Glass Infill <br /> Glass panels be fully tempered glass perInnovative drawings. Glass design per ASTM E 1300-09a <br /> and IBC Chapter 24 with safety factor of 4 for balustrade panels. <br /> Wind Load oh Glass Infill panels are 15.2 pSf ASD (see previous page). <br /> From ASTM E 1300 -09a, Figured A1.25 for 6 mm glass and unsupported length = 38" <br /> ' Nonfactored:Load Capacity = 15 psf, GTF_ 4.0_for tempered glass (Table 1 --__e <br /> so LR or Factored Load Capacity = 15 *4 = 60 psf > 15.2 psf OKAY <br /> See attached Tables for use in determining the wind load on the glass infillpanels for the various Wind <br /> speeds, exposure categories around the state based an various elevations of the guardrail system above <br /> grade 6'mini glass panel system typically would riot work in exposure'D areas(i e , at the beach);and <br /> need to-be checked on a case iby base basis <br /> , <br /> . <br /> Project Job no. <br /> James G. Pierson, 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 />