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09-9670
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09-9670
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Last modified
1/10/2011 9:58:22 AM
Creation date
1/10/2011 9:04:10 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
09-9670
Building Department - Name
DAVIDSON, RICHARD
Address
37425 TEABERRY LP
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90764.01- 401 -47 <br /> Architectural Testing Page 8 of 10 <br /> Test Results: (Continued) <br /> Paragraph Title of Test - Test Method Results Allowed <br /> Test Specimen #4: H -LC40 914 x 1905* (36 x 75 *) <br /> Optional Performance <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 10 seconds) <br /> 1920 Pa (40.13 psf) (positive) 5.3 mm (0.21") See Note #3 <br /> 2400 Pa (50.16 psf) (negative) 6.9 mm (0.27 ") 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 /> 2880 Pa (60.19 psf) (positive) 0.8 mm (0.03") 3.0 mm (0.12 ") max. <br /> 3600 Pa (75.24 psf) (negative) 1.0 mm (0.04 ") 3.0 mm (0.12 ") max. <br /> Test Specimen #5: H -LC45 1219 x 1727 (48 x 68) <br /> Optional Performance <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 10 seconds) <br /> 2400 Pa (50.16 psf) (positive) 15.5 mm (0.61") See Note #3 <br /> 2160 Pa (45.14 psf) (negative) 18.5 mm (0.73") 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 /> 3600 Pa (75.24 psf) (positive) 1.0 mm (0.04 ") 4.3 mm (0.17 ") max. <br /> 3240 Pa (67.71 psf) (negative) 1.3 mm (0.05 ") 4.3 mm (0.17 ") max. <br /> Tape and film were used to seal against air leakage during structural testing. In our opinion, the <br /> tape and film did not influence the results of the test. <br /> Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing <br /> and are representative of the test specimen reported herein. <br />
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