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<br />01-40030.06 <br />Page 60f6 <br /> <br />"'--"'" . <br /> <br />Test Results: <br />Paragraph Title of Test - Test Method <br />Test Specimen #2: H-R40 73 x 64 (Continued) <br /> <br />Results <br /> <br />Allowed <br /> <br />Optional Performance <br /> <br />4.4.1 <br /> <br />Uniform Load Deflection (ASTM E 330-97) <br />(Indicators located down mullion) <br />(Loads held for 33 seconds) <br />@47.0psf(positive) 1.63" <br />@47.0psf(negative) 1.65" <br /> <br />0.36" max. <br />0.36" max. <br /> <br />* Exceeds L/175 for deflection, but meets all other test requirements. <br /> <br />4.4.2 <br /> <br />Uniform Load Structural (ASTM E 330-97) <br />(Indicators located down mullion) <br />(Loads held for 1 0 seconds) <br />@ 70.5 psf(positive) 0.07" <br />@ 70.5 psf(negative) 0.05" <br /> <br />0.25" max. <br />0.25" max. <br /> <br />~' <br /> <br />Detailed drawings, representative saqJ.ples 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 written approval of Architectural Testing, Inc. <br /> <br />For ARCHITECTURAL TESTING, lNC: <br /> <br />-f1~ A ~ <br /> <br />~71t1 ,e~. ~ J <br /> <br />Allen N. Reeves, P.E. <br />Director - Engineering Services <br />19 MARC:JI( Zo03 <br /> <br />Mark A. Hess <br />Technician <br /> <br />MAH:vlm <br />01-40030.06 <br /> <br />'-" <br /> <br />." . .,.;...It,I, <br />'. ,~ r'>. '1~f. <br /><;'" '''''10. ;Ii';; <br />f ..:.(' ~ _~....~ ~:... ,:,:;,;,~o (;p". ~~ <br />.:::/ .;? ,0(. ~~.Ii 'd'Qo '1~ ~, <br />:.;: '" }1l:PO'" ."O'!ll l!' ~ <br />~:~ y\ ~ <br />: Q" SEAl""~. ~ <br /> <br />~ 23380 i ~ <br />:;:. "F o~"J_ ~l ~ ~'? E <br />-, L'o roQ., ,. ~ ~ <br />". .; ....'.'.0/,.- ,.', (..... ,. s- <br />.....~ <.. ^ "". _.11 "'" ~., /J....... ~."'., <br />..,.~ <' #......")"... V *"-' <br />:'-"/1; 1\1 N ?~-, \,-' <br />r/'~"j!tjfii ~\\ ~~,~.\\\\'~ <br />