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Task.` Wind Design of Balcony Glass Infill <br /> Glass panels to be fully:tempered glass Pei-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 mm glass and unsupported length 38" <br /> ac NonftoredLoadCapacity = 15.psf, GTF = 4,0 fortem,perled glass (Table 1) <br /> so LRor Factored Load Capacity = 15 * 4 = 60 psf> 15.2 psf OKAY <br /> See att_ached'Tal2les for usein;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'mm glass panel system typically would not work in exposure D areas(Le.,'at the beach)'and <br /> need-to be checked on a case by case basis <br /> • <br /> Project Job no. <br /> James G. Pierson, Inc. Innovative Glass Railing System <br /> Consulting Structural Engineers LocationDate 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 />