Laserfiche WebLink
DEC -16 -2009 16 18 P.09 <br /> AIL <br /> • 70948.01- 10947 <br /> 'Architectural Testing Page 7 of 9 <br /> Test Results: (Continued) <br /> Paragraph Title of Test - Test Method Results Allowed • ' <br /> Test Specimen #2: H -R35 1219x 2286 (48 x 90) (Fin) <br /> Optional Pie <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 52 seconds) <br /> 1680 Pa (35.11 psf) (Positive) 21.3 mm (0.84 ") See Note #3 <br /> 1920 Pa (40.13 psf)•(negative) 20.6 mm (0.86 ") See Note #3 <br /> 44.2.6 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 Pi (52.66 psf) (positive) 3.3 mm (0.13 ") 4,6 mm (0.18 ") max. <br /> 2880 Pa (60.19 psf) 1.4 mm (0.05 ") 4.6 man (0.18 ") max. <br /> Test Specimen #3: H -R40 1219 x 2286 (48 x 90) (Fin) <br /> Optional Perfornuce <br /> 4.4.2.6 Water Penetration, ReiOtance per ASTM E 547 ' <br /> (with and without inset screen) <br /> 330 Pa (6.90 psf) No leakage No leakage <br /> 4.4.2.6 Uniform Load Deflecting per ASTM E 330 <br /> (Deflections were taken 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 mm (0.43 ") See Note #3 <br /> 4.4.2.6 Uniform Load Struetuxal per ASTM E 330 <br /> (Permanent sets were Oaken on the meeting rail) <br /> (Loads were held for TO seconds) <br /> 2880 Pa (60.19 psfy(positive) 2.8 mm (0.11") 4.6 nun (0.18 ") max. <br /> 2880 Pa (60.19 pef) (negative) 1.0 mm (0.04 ") 4.6 mm (0.18 ") max. <br /> Drawing Reference: ' The test specimen have been reviewed by Architectural Testing, <br /> Inc. and are representative of the test specimens reported herein. <br /> • <br />