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83040.02- 501-44 <br /> Architectural Testing Page7of[0 <br /> • Test Results: (Continued) <br /> Paragraph Title of Test - Test Method Results Allowed <br /> Test Specimen #1: SD -R35 1797 x 2019 (71 x 80) (Continued) <br /> 5.3.6.3 Deglazing Test ** <br /> In operating direction - 320 N (70 Ibf) <br /> Lock stile 2.0 mm (0.08 ") 11.4 mm (0.45 ") <br /> Meeting stile 1.5 nun (0.06 ") 11.4 mm (0.45 ") <br /> In remaining direction - 2 30 N (50 Ibf) <br /> Top rail 1.3 mm (0.05 ") 1 [.4 Hurl (0.45 ") <br /> Bottom rail 1.3 mm (0.05 ") 11.4 mm (0.45 ") <br /> Optional Performance <br /> 4.4.2.6 Water Penetration Resistance per ASTM E 547 ** <br /> (without aluminum threshold installed) <br /> • <br /> with and without insect screen) <br /> 260 Pa (5.43 psf) No leakage No Ieakage <br /> 4.4.2.6 Water Penetration Resistance per ASTM E 547 ** <br /> (with aluminum threshold installed) <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 exterior meeting stile) <br /> (Loads were held for 10 seconds) <br /> 1680 Pa (35.11 psf) (positive) 81.6 mm (3.22") See Note #3 <br /> 1680 Pa (35.11 psf) (negative) 84.3 mm (3.32 ") See Note #3 <br /> Note #3: The deflections reported are not limited by AAA11A1/WDMA /CSA 101/LS.?/14440 -05 <br /> for this product designation. The deflection data is recorded in this report for special code <br /> compliance and information only. <br /> 4.4.2.6 Uniform Load Structural per ASTM E 330 ** <br /> (Permanent sets were taken on the exterior meeting stile) <br /> (Loads were held for 10 seconds) <br /> 2520 Pa (52.66 psf) (positive) 5.5 mm (0.22 ") 7.9 mm (0.31") max. <br /> 2520 Pa (52.66 psf) (negative) 6.6 mm (0.26 ") 7.9 mm (0.31") max. <br /> Note: Reference Architectural Testing Inc. Report No. 83040.01- 501 -44, dated 05/28/08 for <br /> these test results ( * *) <br />