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<br />GQl{ELL.'GS;30~Y , })(lfJBI.Jj;ijUNG\-VlNpOW <br />Tes1;'ReSrilkltont. , <br />" l'estRUJilts <br /> <br />. <br />I., . <br />~":: .:':;/:'.:',,:):'.<~~:~'~ i" <br /> <br />Project No~ T137-Q.3 <br /> <br />Pata~aj)h <br /> <br />Test Titfe I <br />~~tetenceli/restMet:Iwd <br /> <br />2.2.1.6.2 <br /> <br />. pegl~i~gTest <br />(ASmE98.1-8~l> Method B) <br />T()u .sash <br />left stile @ 5 (JIhf <br />right stile@ sa tbf <br />top tail @'70 lbf <br />bottomrail@ 7'0 lbf <br />B6-t'tlJtt} sash <br />leftstue@ SOthf <br />nghtstUe@50 Ibf <br />top rail@ 7Q lof <br />bottom rail @ 70 [bf <br /> <br />OvtiottaJ Performance Results <br /> <br />4.3 <br /> <br />Water Resistance Test <br />(ASThf E547-96) <br />@8.25psf(w & wo screen) <br /> <br />4.4.2 <br /> <br />U nifotm Load Structural Test <br />(ASThf E-3'30'-97) <br />@ 45 psfpositive <br />@ 45 psfnegative <br />@ 45 psfpositive <br />@45 psfnegative <br />* - .eviaximUfi'1 Defurmarions~ <br /> <br />13% <br />13% <br />13% <br />13% <br /> <br />13% <br />13% <br />6% <br />6 ~,'O <br /> <br />No penetration <br /> <br />0.073" * <br />0.0&9" * <br />0..013" ... <br />0.076" * <br /> <br />Page 6 of6 <br /> <br />AJIowable <br /> <br />< 100% <br /><100.% <br />< 100% <br /><100% <br /> <br /><100% <br />< I 00% <br />< 100% <br />< I 00'% <br /> <br />No penetration <br /> <br />(O.4%xL) <br />0..197" <br />0..191" <br />0.152" (stile) <br />0..201" (bot. rail) <br />