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� Test Report No.: A3063.02-109-44 <br /> � Report Date• 10/25/10 <br /> Test Record Retention End Date: 08/30/14 <br /> Architectural Testing Page 4 of 6 <br /> 5.0 Test Specimen Description: (Continued) <br /> 5.8 Reinforcement: <br /> Drawing Number Location Material <br /> 9367 Fixed meeting rail <br /> 9368 Interior meeting rail <br /> 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 /> 4" from all corners and spaced <br /> Head, sill,jambs #10 x 1" long truss head screws 4" on center through the nailing <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 Note <br /> Structural Performance, <br /> per ASTM E 330 <br /> +1190 Pa (+25.0 ps� <br /> -595 Pa -12.5 s IVo dama e IVo dama e 2 <br /> Air Leakage, <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 1.0 cfm ftz max. <br /> Water Penetration, <br /> per ASTM E 547 <br /> at 135 Pa 2.86 s No leaka e No leaka e 1 <br /> Optional Performance (24 CFR 3Z80.305(c)) <br /> Uniform Load Structural, <br /> perASTM E 330 <br /> +1815 Pa (+38.0 psf� <br /> -2200 Pa -46.0 s No dama e No dama e 2, 3 <br /> www.archtest.com <br />