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<br />. <br />~ <br /> <br />Architectural Testing <br /> <br />Test Results: (Continued) <br /> <br />Paragraph Title of Test - Test Method <br /> <br />Results <br /> <br />Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*) <br /> <br />Optional Performance <br /> <br />62609.01-501-47 <br />Page 8 of 10 <br /> <br />Allowed <br /> <br />Uniform Load Deflection per AS1M E 330 <br />(Deflections reported were taken on the exterior meeting rail) <br />(Loads were held for 52 seconds) <br />2160 Pa (45.0 pst) (positive) 10.7 mm (0.42") <br />2160 Pa (45.0 pst) (negative) 14.7 mm (0.58") <br /> <br />4.4.1 <br />4.4.3 .2 <br /> <br />See Note #2 <br />See Note #2 <br /> <br />Uniform Load Structural per AS1M E 330 <br />(permanent sets reported were taken on the exterior meeting rail) <br />(Loads were held for 10 seconds) <br />3240 Pa (67.5 pst) (positive) 0.3 mm (0.01 ") <br />3240 Pa (67.5 pst) (negative) 1.5 mm (0.06") <br /> <br />4.4.2 <br />4.4.3.2 <br /> <br />Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) <br /> <br />Ot>tional Performance <br /> <br />4.1 mm (0.16") max. <br />4.1 mm (0.16") max. <br /> <br />Uniform Load Deflection per AS1M E 330 <br />(Deflections reported were taken on the exterior meeting rail) <br />(Loads were held for 52 seconds) <br />2640 Pa (55.0 pst) (positive) 9.1 mm (0.36") <br />2640 Pa (55.0 pst) (negative) 7.6 mm (0.30") <br /> <br />4.4.1 <br />4.4.3.2 <br /> <br />4.4.2 <br />4.4.3.2 <br /> <br />See Note #2 <br />See Note #2 <br /> <br />Uniform Load Structural per AS1M E 330 <br />(permanent sets reported were taken on the exterior meeting rail) <br />(Loads were held for 10 seconds) <br />3960 Pa (82.5 pst) (positive) 1.5 mm (0.06") <br />3960 Pa (82.5 pst) (negative) 0.3 mm (0.01 ") <br /> <br />3.3 mm (0.13") max. <br />3.3 mm (0.13") max. <br />