Laserfiche WebLink
<br />.1 <br /> <br /> <br />OFFICIAL TEST RESULTS <br /> <br />Paragraph Number Title of Test Measured <br />2.1.4.2 Uniform Stnlctural Load Test: (ASTM E330-96) <br />Positive Load 90.0 psf(4309 Pal <br />Deflection Permanent Set <br />1.419" (36.09 mm) 0.068" (1.73 mm) <br />0.103" (2.62 mm) None <br />0.110" (2.80 mm) None <br /> <br />Reading at meeting rail <br />Reading at frame sill <br />Reading at frame jamb <br /> <br />Lab. Number 4581 <br />April 8, 2005 <br />Report Number 19 <br />File Number 05-116 <br />Page 3 of4 <br />0-7007 <br /> <br />Allowed <br />Passed <br />22.5 (1077) minimum <br /> <br />0.196 (4.98) maximwn <br /> <br />Passed <br />22.5 (1077) minimum <br />0.194" (4,93 rom) 0.196 (4.98) maximum <br />0.002" (0.05 mm) <br />O.OOS" (0.13 nun) <br /> <br />2.1.4.2 Uniform Structural Load Test: (ASTM :E33o-96) <br />Negative Load 97.5 psf(4668 Pa) <br />Reading at meeting rail 1.688" (42.92 mm) <br />Reading at frame sill 0.140" (3.56 mm) <br />Reading at frame jamb 0.169" (4.30 mm) <br /> <br />2.1.7 Comer Weld Test: <br />Frame comer <br />Vent comer <br /> <br />85 pounds (377 N) <br />4S pOWlds (200 N) <br /> <br />2.1.8 Forced Entry ResistanCe Test <br />AAMA 1302.5-1976, Paragraph 3.1.1 <br />Test A through 3.1.5 Test G <br /> <br />2.2.1.6.1 Starting Force: <br />Operating Force: <br /> <br />No entry <br /> <br />9 pounds (40 N) <br />8 pounds (36 N) <br /> <br />2.2.1.6.2 Deglazing Test: (ASTM E987-88) <br />No disengagement at: <br />Horizontal Rails <br />Vertical Rails <br />Percent Deglazement <br /> <br />4.3 <br /> <br />4.4.2 <br /> <br />4.4.2 <br /> <br />Note: <br /> <br />70 poWlds (311 N) <br />50 pounds (222 N) <br />5 percent <br /> <br />Passed <br /> <br />Passed <br /> <br />None Allowed <br /> <br />30 (133) maximwn <br />30 (133) maximum <br /> <br />Passed <br /> <br />70 (311) minimum <br />SO (222) minimum <br />99 maximum <br /> <br />SECTION 4, OPTIONAL PERFORMANCE CLASS: <br /> <br />Water Resistance Test: (ASTM E547-96/E33l) <br />with and without screen, no leakage at 9.00 psf (431 Pal <br /> <br />Uniform Structural Load Test: (ASTM E330-96) <br />Positive Load 90.0 psf (4309 Pal <br />Deflection Permanent Set <br />1.419" (36.09 rom) 0.068" (1.73 mm) <br />0.103" (2.62 mm) None <br />0.110" (2.80 mm) None <br /> <br />Reading at meeting rail <br />Reading at frame sill <br />Reading at frame jamb <br /> <br />Negative Load <br />Reading at meeting rail <br />Reading at frame sill <br />Reading at !Tame jamb <br /> <br />97.5 psf (4668 Pal <br />1.688" (42.92 mm) 0.194" (4.93 mm) <br />0.140" (3.56 mm) 0.002" (0,05 mm) <br />0,169" (4.30 nun) 0.005" (0.13 mm) <br /> <br />Passed <br />3.00 (144) minimum <br /> <br />Passed <br />30.0 (1436) minimum <br /> <br />0.196 (4,98) maximum <br /> <br />30.0 (1436) minimum <br />0.196 (4.98) maximum <br /> <br />~~ <br /> <br />4-/3.nr <br /> <br />At conclusion of above tests, there was no apparent damage to unit, glass or fasteners. <br />