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90764.01- 401 -47 <br /> Architectural Testing Page 6of10 <br /> Test Results: (Continued) <br /> Paragraph Title of Test - Test Method Results Allowed <br /> Test Specimen #1: H -LC30 1118 x 1905 (44 x 75) (Continued) <br /> 5.3.6.3 Deglazing Test <br /> In operating direction - 320 N (70 lbf) <br /> Top sash, top rail 3.3 mm (0.13 ") 11.4 mm (0.45 ") <br /> Top sash, meeting rail 3.3 mm (0.13 ") 11.4 mm (0.45 ") <br /> Bottom sash, bottom rail 3.3 mm (0.13") 11.4 mm (0.45 ") <br /> Bottom sash, meeting rail 3.3 mm (0.13") 11.4 mm (0.45 ") <br /> In remaining direction - 230 N (50 lbf) <br /> Top sash, right stile 0.8 min (0.03") 11.4 mm (0.45 ") <br /> Top sash, left stile 0.8 mm (0.03 ") 11.4 mm (0.45 ") <br /> Bottom sash, right stile 1.5 mm (0.06 ") 11.4 mm (0.45 ") <br /> Bottom sash, left stile 1.5 mm (0.06 ") 11.4 mm (0.45 ") <br /> Optional Performance <br /> 4.4.2.6 Water Penetration Resistance per ASTM E 547 <br /> (with and without insect screen) <br /> 360 Pa (7.52 psf) No leakage No leakage <br /> 4.4.2.6 Uniform Load Deflection per ASTM E 330 <br /> (Deflections were taken on the meeting rail) <br /> (Loads were held for 10 seconds) <br /> 1440 Pa (30.09 psf) (positive) 10.7 mm (0.42 ") See Note #3 <br /> 1920 Pa (40.13 psf) (negative) 14.5 mm (0.57 ") See Note #3 <br /> 4.4.2.6 Uniform Load Structural per ASTM E 330 <br /> (Permanent sets were taken on the meeting rail) <br /> (Loads were held for 10 seconds) <br /> 2160 Pa (45.14 psf) (positive) 1.3 mm (0.05 ") 3.6 mm (0.14 ") max. <br /> 2880 Pa (60.19 psf) (negative) 2.3 mm (0.09 ") 3.6 mm (0.14 ") max. <br /> Note #3: The deflections reported are not limited by AAMA /WDMA!CSA 101 /I.S.2/A440 -05 <br /> and ANSI /AAMA /NWWDA 1014.S.2-97 for this product designation. The deflection data is <br /> recorded in this report for special code compliance and information only. <br />