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05/lA/�009 10 40 FA% 2533953G33 Y.�L-ENTERPRISE.' <br />TESTPROCEDURE <br />A. INFILL GLASS PANEL LOAD: Apply e Porce of 50 pounds x 6alety factor af 4= 200 pountls <br />m�nimum ut U�e wnter of lhe glase panel, measure groes delleclion end releasu bad to Inapecl <br />for pertnanent tleAeCtlon and any other damage. Load applled wllh 10" diemeter plpss suetion <br />cup. <br />B. TOP RAIL CONCENTftA7ED LO�D: Apply a concentrated load up to the eode requirod <br />minimum 70� pounds to the Center of lhe lop rell end incrementally measure deflgCtion up to Ihe <br />maximum 1o0tl. Roloase load and inspect for permanent dallecU�n ur dumage, <br />C. CUNCENTRATED LOAD AT TOP OF BAWSTER: Apply e concentraled lood up to the cotle <br />rcquirod minimum 200 pounds to the top roll balusler and IncremenWlly mensure delloction up ro <br />thc maxfmum loatl. Rcicasc load end Inspect for permenent deflactlon or damage. <br />D. TOP RAIL UNIFORM LOAD: Apply concenUated loads at X polnts wllh u sprcader bar (206N <br />minimum total load) to auproximate uniform load of 50 pountls per Ilnear foot Incremenla0y <br />measuro deAectlon ot the mld polnt of thc rnil up to thc minlmum code requlrod uniform load <br />Release load end inspact for pormenent deFlecGon or damage. <br />E. CONCENTRATED LOAp AT MID POINT OF TOP RAIL: ApP�V e coneenlr�tod 200 pountl z <br />safety factor of 2= a00 pnunA lo�d nl the r.r.nter pl Ihe top roil and meesure total dellection. <br />7EST RESULTS <br />A. INFILL PANEL 1 ES1 -%" x 36 7/U" x 60' tempered glass Danet. Load applied 0 to 730a, <br />No parmnnent deflecllon or vlslbie deformntions <br />8. RAIL POINT LOAO - Load applied 0 to 21B#, dellectlon = 1 Y." al maxlmum load, loae <br />Rolurned to zero with no permenunl obsarvod distortion to any <br />Strur.ture <br />� OG3/013 <br />C. PO WT LOAD TO DALUSTER - Load epplied O l0 218d', de(lection = t%; , load relumed to <br />zero wdh no permanent observeC d�atoRion to any shucNre. <br />D. UNIfORhi LO�D TO liAIL - Load �pphed at Y. puints, tolal luad applied 0 to 322#, <br />De�letdon = 2 1/8" (rD Centffr, In00 retumed to zcro wlth no <br />pennanent obs,rved distoilion lo any structute. <br />E. TOP RAIL MID POINI CONCENTRATED LOAU - 400# coneentr�ted load, dellection = <br />3.0' <br />CONCLUSIONS <br />1 he guardrad system and installation as descnhed and drawn in this report meetc the design <br />loading rcquirCments of the Intemntlonal Bulltling Code, 2003 edltion, 6@Ctions 1607.7.1, <br />�so�.�. �.� o��d �co�.�.,.z <br />Rcspeetfully submltled, <br />Hubert R. HaRing, PE � <br />Consullinc� Fnpineer <br />