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1° T1L 90764.01- 401 -47 <br /> Architectural Testing Page 7 of 10 <br /> Test Results: (Continued) <br /> Paragraph Title of Test - Test Method Results Allowed <br /> Test Specimen #2: H -LC50 813 x 1422* (32 x 56 *) <br /> Optional Performance <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 /> 2400 Pa (50.16 psf) (positive) 1.5 mm (0.06 ") See Note #3 <br /> 2400 Pa (50.16 psf) (negative) 1.8 mm (0.07 ") 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 /> 3600 Pa (75.24 psf) (positive) 1.3 mm (0.05 ") 2.5 mm (0.10 ") max. <br /> 3600 Pa (75.24 psf) (negative) 0.5 mm (0.02 ") 2.5 mm (0.10 ") max. <br /> Test Specimen #3: H -LC50 1118 x 1575* (44 x 62 *) <br /> Optional Performance <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 /> 2400 Pa (50.16 psf) (positive) 8.4 mm (0.33") See Note #3 <br /> 2400 Pa (50.16 psf) (negative) 8.4 mm (0.33") 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 /> 3600 Pa (75.24 psf) (positive) 2.5 mm (0.10 ") 3.8 mm (0.15 ") max. <br /> 3600 Pa (75.24 psf) (negative) 2.8 mm (0.11") 3.8 mm (0.15 ") max. <br />