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DEC -16 -2009 16 18 P.09 <br /> ,. 70948.01- 109-47 4 ' <br /> 'Architectural Testing Page 7 of 9 <br /> Test Results: (Continued) <br /> Paragraph Title of Test - Test Method Results Allowed <br /> Test SQeeimen #2: H-R.35 1219 2286 (48 x 90) (Fin) <br /> Optional Performance <br /> 4.4.2.6 Uniform Load Deflection per ASTM E 330 ' <br /> (Deflections were takenon the meeting rail) <br /> (Loads were held for 52 seconds) <br /> 1680 Pa (35.11 psi) (Positive) 21.3 mm (0.84 ") See Note #3 <br /> 1920 Pa (40.13 psf) 20.6 mm (0.86 ") 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 /> 2520 Pa (52.66 psf) (positive) 3.3 mm (0.13 ") 4,6 mm (0.18 ") max. <br /> 2880 Pa (60.19 psfy(negative) 1.4 mm (0.05 ") 4.6 mm (0.18 ") max. <br /> Test Specimen. #3: H -R40 1219 x 2286 (48 x 90) (Fin) <br /> Optional Performance ,,.; <br /> 4.4.2.6 Water Penetration. Resistance per ASTM E 547 , <br /> (with and without insect screen) <br /> 330 Pa (6.90 psf) No leakage No leakage <br /> 4.4.2.6 Uniform Load Deflection per ASTM E 330 <br /> (Deflections weretakea on the meeting rail) <br /> (Loads were held for •52 seconds) . , <br /> 1920 Pa (40.13 psf) (po#itive) 21.6 mm (0.85 ") See Note #3 <br /> 1920 Pa (40.13 psf) (negative) 10.9 rnm (0.43") See Note #3 <br /> 4.4.2.6 Uniform Load Stnictural per ASTM E 330 <br /> (Permanent sets were taken on the meeting rail) <br /> (Loads were held for 1 seconds) <br /> 2880 Pa (60.19 psf)'(positive) 2.8 mm (0.11") 4.6 min. (0.18 ") max. <br /> 2880 Pa (60.19 psf) (negative) 1.0 min (0.04 ") 4.6 mm (0.18 ") mu. <br /> Drawling Reference: • The test specimcn have been reviewed by Architectural Testing, <br /> Inc. and are representative of the test specimens reported herein. <br />