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<br />05-30388.01 <br />Page 8 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 #5: H-LC60* 36 x 60 <br /> <br />Ootional 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 />@ 60.0 psf(positive) 0.37" See Note #2 <br />@ 65.0 psf(negative) 0.32" See Note #2 <br /> <br />Note #2: The Uniform Load Deflection test is not an AAMAINWwDA 1011/8,2-97 <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 />@ 90.0 psf (positive) 0.04" 0.127" max. <br />@ 97.5 psf(negative) 0.03" 0.127" max. <br /> <br />Detailed drawings, representative samples of the test specimen, and a copy of this report will be <br />retained by A TI for a period of four years. The above results were secured by using the <br />designated test methods and they indicate compliance with the performance requirements of the <br />above referenced specification. This report does not constitute certification of this product, <br />which may only be granted by the certification program administrator. This report may not be <br />reproduced except in full without the approval of Architectural Testing, <br /> <br />For ARCHITECTURAL TESTING, INC: <br /> <br />fR~~ <br /> <br /> <br />Digitally signed by Lynn George <br /> <br />Lynn George <br />Proj ect Manager <br /> <br />LG:nlb <br />05-30388.01 <br />