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� <br /> ��,� Test Report No.: A3063.02-109-44 <br /> Report Date: 10/25/10 <br /> Archf tecttiral Testing Test Record Retention End Date: 08/30/14 <br /> Page 4 of 6 <br /> 5.0 Test Specimen Description: (Continued) <br /> 5.8 Reinforcement: <br /> Drawing Number Location <br /> Material <br /> 9367 Fixed meeting rail <br /> 9368 Interior meeting rail Steel <br /> 6.0 Installation: <br /> The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening <br /> allowed for a 1/4" shim space. The exterior perimeter of the window was sealed with <br /> butyl-backed flashing. <br /> Location Anchor Description Anchor Location <br /> Head,sill,jambs #10 x 1"long truss head screws 4" on enter th ough the na ling <br /> fin into the wood buck <br /> 7.0 Test Results: The temperature during testing was 30°C (87°F). The results are <br /> tabulated as follows: <br /> Title of Test Results Allowed <br /> Structural Performance, Note <br /> perASTM E 330 <br /> +1190 Pa (+25.0 ps� <br /> -595 Pa -12.5 s No dama e No dama e <br /> Air Leakage, Z <br /> perASTM E 283 0.7 L/s/mz 5.0 L s mz <br /> at 75 Pa 1,57 s 0.13 cfm ftz / z <br /> Water Penetration, 1.0 cfm ft max. <br /> per ASTM E 547 <br /> at 135 Pa 2.86 s No leaka e No leaka e <br /> 1 <br /> Optional Performance (24 CFR 3280.305(c)) <br /> Uniform Load Structural, <br /> perASTM E 330 <br /> +1815 Pa (+38.0 ps fl <br /> -2200 Pa -46.0 s No dama e No dama e <br /> 2,3 <br /> www.archtest.com � <br /> I ; <br />