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<br />I <br />.. <br />~ <br /> <br />,. <br /> <br />05-30308.01 <br />Page 5 of7 <br /> <br />., <br /> <br />Test Reswts: <br /> <br />Paragraph <br /> <br />Title of Test - Test Method <br /> <br />Results <br /> <br />Allowed <br /> <br />Test Soecimen #1: H-LC25 56 x 84 (Continued) <br /> <br />2.1.2 <br /> <br />Air Infiltration per ASTM E 283 <br />@ 1.57 psf(25 mph) 0.08 cfm/ft2 <br /> <br />0.3 cfinltt2 max. <br /> <br />Note #1: The tested specimen meets the performance levels specified in AAMAINWWDA <br />lOlll S. 2-97 for air infiltration. <br /> <br />2.1.3 <br /> <br />Water Resistance per ASTM E 547 <br />(with and without screen) <br />WTP = 3.75 psf No leakage <br /> <br />No leakage <br /> <br />2.1.4.2 <br /> <br />Uniform Load Structural per ASTM E 330 <br />(Measurements reported were taken on the exterior meeting rail) <br />@37.5psf(positive) 0.101" 0.207" ma:'{. <br />@37.5 psf (negative) 0.141" 0.207" ma.'{. <br /> <br />2.2.1.6.2 <br /> <br />Deglazing Test per ASTM E 987 <br /> <br />Ton Sash <br /> <br />In operating direction at 70 lbs <br /> <br />Lift rail <br />Meeting rail <br /> <br />In remaining direction at 50 lbs <br /> <br />Left stile <br />Right stile <br /> <br />Bottom Sash <br /> <br />In operating direction at 70 lbs <br /> <br />Lift rail <br />Meeting rail <br /> <br />0.125"/25% <br />0.060"/12% <br /> <br />0.500"/100% <br />0.500"/100% <br /> <br />0.060"/6% <br />0.060"/6% <br /> <br />0.500"/100% ~ <br />0.500"/100% <br /> <br />0.125"/6% <br />0.060"/12% <br /> <br />0.500"/100% <br />0.500"/100% <br /> <br />In remaining direction at 50 lbs <br /> <br />Left stile <br />Right stile <br /> <br />0.060"/12% <br />0.060"/12% <br /> <br />0.500"/100% <br />0.500"/100% <br /> <br />2.1.7 <br /> <br />Welded Comer Test <br /> <br />. <br />, <br />.' <br /> <br />Meets as stated <br /> <br />Meets as stated <br />