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.�,, Test Report No,: A3063.02-109-44 <br /> ���"°� Report Date: 10/25/10 <br /> Test Recard Retentian End Date: 08 j30 jl4 <br /> Architectcirat Test9n� Page 4 of 6 <br /> 5.0 Test Specimen Descriptian: (Continued) <br /> 5.8 Reinforcement: <br /> Drawing Number Lacation Material <br /> 9367 Fixed meeting rail <br /> Stee1 <br /> 9368 Interior meeting rail <br /> 6.0 Installation: <br /> The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening <br /> allowed for a 1 J4" shim space. The e�rterior perimeter of the window was sealed with <br /> butyl-backed flashing. <br /> Location Anchor Description Anchar Location <br /> 4" from a11 carners and spaced <br /> Head,sill,jambs #10 x 1"long truss head screws 4" on center through the nailing <br /> �n into the woad buck <br /> 7.0 Test Results; The temperature during testing was 30°G {87°F�. The results are <br /> tabulated as follows: <br /> 'T'itle af Tesfi Results Allawed Nate <br /> Structural Performanee, <br /> per ASTM E 330 <br /> +2190 Pa �+25.0 psf� <br /> -595 Pa -12.5 s No dama e No dama e 2 <br /> Air Leakage, <br /> per ASTM E 283 0.7 L/s/mz 5.0 L/s/m2 <br /> at�S Pa 2.57 s 0.13 cfm ft2 1A cfm ftz m�. <br /> Water Penetration, <br /> per ASTM E 547 <br /> at 135 Pa 2.86 s No leaka e No leaka e 1 <br /> Optionai Perfarmance (2�CFR 3280,305(c)) <br /> Uniform Load Structural, <br /> per ASTM E 330 <br /> +1815 Pa (+38.0 ps� <br /> -2200 Pa -46.0 s Na dama e No dama e 2, 3 <br /> www.archi:est.com <br /> � <br />