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<br />. <br />J-., 0; <br />I:'::;:":\}::);';:: ' ,': <br /> <br />Project No~ T137-U3 <br /> <br />Page 6 of6 <br /> <br />GQ~LL ~'G$305'Y .J)(}lJBLE llUNGJVlNl)OW <br />. -TtstRdUlts:'ftbnt., - <br />TestT.itfe I . ..TestRe$,ldts Allowable <br />.R~t~~~n~,ed-TertMetMd <br /> <br />. Parawaph <br /> <br />2.2.1.6.2 <br /> <br />,qegI~ingTest <br />(ASTME98.1-SZ, MethDd B) <br />TOtlsash <br />left, stile @ 5 (jib! <br />right stile@ SO Ibf <br />top- rail @.70Ibf <br />bottom.rail@ 70. lbf <br />Btitto:m sas h <br />leftstue @$OJ1,f <br />nghtsti!e@ 50 Ibf <br />top rail@ 701pf <br />bottom rail @ 70 fbf <br /> <br />Ol)tiOltaiPe1;for-mance Results <br /> <br />4.3 <br /> <br />\-Vater Resistance Test <br />(ASTM E547-96) <br />@8.25 psf (w & wo screen) <br /> <br />4.4.2 Uniform Load Structural Test <br />(ASTM E-330-97) <br />@ 45 psfpositive <br />@ 45 psfnegativ'e <br />@ 45 psfpositive <br />@.45 pst negative <br />* - Maximum Defonnaticns~ <br /> <br />13% < 1 00% <br />13 ~~ <100% <br />13% < 100% <br />13% <100% <br />13% < 100% <br />13% < 1 DO% <br />6% < 1 00% <br />6% < 1 00'% <br /> <br />No penetration <br /> <br />No penetration <br /> <br />0.073" * <br />0.089" * <br />0.013" ... <br />0.076" * <br /> <br />(O.4%xL) <br />0.197" <br />0.197" <br />0.152" (stile) <br />0.201" (bot. rail) <br />