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04-3223
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04-3223
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Last modified
3/6/2009 3:23:51 PM
Creation date
2/1/2007 6:59:41 AM
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Building Department
Permit #
04-3223
Building Department - Name
DYER,RICHARD
Address
5910 17TH ST
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<br />. <br /> <br />05-30388.01 <br />Page 7 of8 <br /> <br />Test Results: (Continued) <br /> <br />Paragraph <br /> <br />Title of Test - Test Method <br /> <br />Results <br /> <br />Allowed <br /> <br />Test Specimen #3: H-LC45* 44 x 60 <br /> <br />Optional Performance <br /> <br />4.4.1 <br /> <br />Uniform Load Deflection (ASTM E 330-97) <br />(Measurements reported were taken on the exterior meeting rail) <br />@ 45.0 psf (positive) 0.57" See Note #2 <br />@ 50.0 psf(negative) 0.57" See Note #2 <br /> <br />Note #2: The Uniform Load Deflection test is not an MMAINWWDA 101/[8.2-97 <br />requirement for this product designation. The data is recorded in this report for <br />information only. <br /> <br />4.4.2 <br /> <br />Uniform Load Structural (ASTM E 330-97) <br />(Measurements reported were taken on the exterior meeting rail) <br />@ 67.5 psf(positive) 0.04" 0.159" max. <br />@ 75.0 psf(negative) 0.04" 0.159" max. <br /> <br />Test Specimen #4: H-LC45* 36 x 72 <br /> <br />Optional Performance <br /> <br />4.4.1 <br /> <br />Uniform Load Deflection (ASTM E 330-97) <br />(Measurements reported were taken on the exterior meeting rail) <br />@ 45,0 psf(positive) 0.35" See Note #2 <br />@ 45.0 psf(negative) 0.22" See Note #2 <br /> <br />Note #2: The Uniform Load Deflection test is not an AAMAINWWDA 101/[8.2-97 <br />requirement for this product designation. The data is recorded in this report for <br />information only. <br /> <br />4.4.2 <br /> <br />Uniform Load Structural (ASTM E 330-97) <br />(Measurements reported were taken on the exterior meeting rail) <br />@ 67.5 psf(positive) 0.03" 0.127" max. <br />@ 67.5 psf(negative) 0.02" 0.127" max. <br />
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