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<br />,";;i':V.';;'?';(~';" :'; , <br /> <br />Project No~ T137-U3 <br /> <br />P.'J-ta~nf:lh <br /> <br />2,2. L6.2 <br /> <br />4.3 <br /> <br />Page 6 of6 <br /> <br />GO~LL"'~G.5;a05'" . J)O'0:J3LE IH1NGWtNDOW <br />.' . . " .. .... . ". ....):~stR~ttt.t~ni~l.p .'. . - '. <br />1'. 'title / . 'TestR~jdts Allowable <br />.... ,:,&ttt~die.stMeth{j~ ." . <br /> <br />. ~egt~ingTest <br />(ASf:M'E9,8:i,;8:a) Method B) <br />'X~bsash <br />left stile@ 5 (j,rbr <br />right stite@ 50 Ibf <br />tnpnul @.,to Ibf <br />botlomrail@70 Ibf <br />Bii:f:t,inn sash <br />left'.Stile @'56"Ibf <br />riohtstUe .m.SO lbf <br />i::1... . ~ . <br />top rall@ 7Qlpf <br />hottom rail @ 70 [bf <br /> <br />I.... 0/ < I 00% <br />.) 10 <br />13 ~~ <100% <br />13% < 100% <br />13% <100% <br />13 % <100% <br />13% < I 00% <br />6% <IOO~'O <br />6% < I 00'% <br /> <br />OlltiQliaJP.er(ormance Results <br /> <br />Wat~t Resistance Test <br />(ASThr E547-96) <br />@8.25psf(w& wo screen) <br /> <br />No penetration <br /> <br />No penetration <br /> <br />4.4.2 Unifot1u Load St.ructural Test <br />(ASTM E-3'30'-97) <br />@45 psfpositive <br />@ 45 psfhegative <br />@ 45 pSfpositive <br />@45 pst negative <br />* - lviaximum Defom18.tfcns~ <br /> <br />0.073" * <br />0.08917 * <br />0.013" '1< <br />0.076" * <br /> <br />(O.4%xL) <br />0.197" <br />0.197" <br />0.152" (stile) <br />0.201" (bot. rail) . <br />