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10-10591
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10-10591
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2/2/2011 3:50:44 PM
Creation date
2/2/2011 3:50:41 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
10-10591
Building Department - Name
BARTON,WILLIAM
Address
6135 20TH ST
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• <br /> • <br /> Lab. Number 4581 <br /> April 8, 2005 <br /> Report Number 19 <br /> File Number 05 - 116 <br /> Page 3 of 4 <br /> D-7007 <br /> OFFICIAL TEST RESULTS <br /> Paragraph Number Title of Test Measured Allowed <br /> 2.1.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed <br /> Positive Load 90.0 psf (4309 Pa) 22.5 (1077) minimum <br /> Deflection Permanent Set <br /> Reading at meeting rail 1.419" (36.09 mm) 0.068" (1.73 mrn) 0.196 (4.98) maximum <br /> Reading at flame sill 0.103" (2.62 mm) None <br /> Reading at frame jamb 0.110" (2.80 mm) None <br /> 2.1.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed <br /> Negative Load 97.5 psf (4668 Pa) 22.5 (1077) minimum <br /> Reading at meeting rail 1.688" (42.92 mm) 0.194" (4.93 mm) 0.196 (4.98) maximum <br /> Reading at frame sill 0.140" (3.56 nun) 0.002" (0.05 nun) <br /> Reading at frame jamb 0.169" (4.30 nnn►) 0.005" (0.13 mm) <br /> 2.1.7 Corner Weld Test: Passed <br /> Frame comer 85 pounds (377 N) <br /> Vent corner 45 pounds (200 N) <br /> 2.1.8 Forced Entry Resistance Test Passed <br /> AAMA 1302.5 -1976, Paragraph 3.1.1 <br /> Test A through 3.1.5 Test G No entry None Allowed <br /> 2.2.1.6.1 Starting Force: 9 pounds (40 N) 30 (133) maximum <br /> Operating Force: 8 pounds (36 N) 30 (133) maximum <br /> 2.2.1.6.2 Deglazing Test: (ASTM E987 -88) Passed <br /> No disengagement at: <br /> Horizontal Rails 70 pounds (311 N) 70 (311) minimum <br /> Vertical Rails 50 pounds (222 N) 50 (222) minimum <br /> Percent Deglazement 5 percent 99 maximum <br /> SECTION 4, OPTIONAL PERFORMANCE CLASS: <br /> 4.3 Water Resistance Test: (ASTM E547- 96/E331) Passed <br /> with and without screen, no leakage at 9.00 psf (431 Pa) 3.00 (144) minimum <br /> 4.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed <br /> Positive Load 90.0 psf (4309 Pa) 30.0 (1436) minimum <br /> Deflection Permanent Set <br /> Reading at meeting rail 1.419" (36.09 mm) 0.068" (1.73 mm) 0.196 (4.98) maximum <br /> Reading at frame sill 0.103" (2.62 mm) None <br /> Reading at frame jamb 0.110" (2.80 mm) None <br /> 4.4.2 Negative Load 97.5 psf (4668 Pa) 30.0 (1436) minimum <br /> Reading at meeting rail 1.688" (42.92 mm) 0.194" (4.93 nun) 0.196 (4.98) maximum <br /> Reading at frame sill 0.140" (3.56 mm) 0.002" (0.05 mm) <br /> Reading at frame jamb 0.169" (4.30 mm) 0.005" (0.13 mm) <br /> Note: At conclusion of above tests, there was no apparent damage to unit, glass or fasteners. utA " "' '' <br /> 4- /3 -4r- <br />
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