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DEC -16 -2009 16 18 P.07 <br /> AIDA <br /> 70948.01- 109 -47 • " <br /> Architectural Testing Page 5 of9 <br /> ti <br /> Test Results: The results are tabulateda s follows: • ' <br /> Paragraph Title of Test - Test Me, Results Allowed <br /> Test Specimen #k1: H-R30 1219 x 2286 (48 x 90) (Flange) <br /> 5.3.1 OperatingPorce per ATM E 2068 <br /> Initiate motion 76 N (171bf) ; Report Only • <br /> Maintain motion 89 N (201bf) 133 N (301bf) <br /> 5.3.2.1 Aii Leakage Resistai a per ASTM E 283 <br /> 75,Pa (1.6 psf) 0.86 Us /m '1.5 L /s/m <br /> (0.17 cfm/ft (0.3 , a£m/f1 2 max.) <br /> Note #1: The tested specimen meets (or exceeds) the performance levels specified in <br /> AAM I/WIDMA /CSA 101/10S.244440-0.5 for air leakage resistance. <br /> 5.3.3 Water Penetration RoSistahce per ASTM E 547 See Note #2 <br /> 5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note #2 <br /> 5.3.4.3 Uniform Load Structural per ASTM E 330 See Not #2 <br /> Note #2: The client opted to start at a pressure higher than the min required. Those <br /> results are listed under "Optional Performance ". <br /> 5.3.5 Forced Entry Resistance per ASTM F 588 <br /> Type: A Grade: 10 <br /> Disassembly Test No entry No entry <br /> Test Al through AT No entry No entry <br /> Lock Hardware Manipulation Test No entry No entry <br /> Sash Manipulation Test No entry No entry <br /> 5.3.6.3 Deglazing Test <br /> In,operating direction - 320 N (70 lbs) <br /> Interior meeting rail 3.8 mm (0.15") 11.4 mm (0.45") <br /> Bottom rail 3.6 mm (0.14 ") ! 1 1:4 min (0.45 ") <br />