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<br />I <br />.. <br />.~ <br /> <br />01-40351.06 <br />Page 3 of4 <br /> <br />~" <br /> <br />Test Specimen Description: <br />Drainage: Sloped sill <br />Reinforcement: No reinforcement was utilized. <br /> <br />Installation: The test buck was fabricated from 2 x 8 #2 Spru.ce-Pine-Fir. The unit was <br />secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" <br />below meeting rail and 1" from head. The head utilized drywall screws 3-112" from jambs <br />and midspan. Exterior perimeter was sealed with silicone. <br /> <br />Test Results: <br /> <br />The results are tabulated as follows: <br /> <br />Paragraph <br /> <br />Title of Test - Test Method <br /> <br />Results <br /> <br />Allowed <br /> <br />2.2.1.6.1 <br /> <br />Operating Force <br /> <br />23 lbs <br /> <br />30 lbs max. <br /> <br />2.1.2 <br /> <br />Air Infiltration per ASTM E 283 (See Note #1) <br />@ 1.57 psf (25 mph) 0.10 cfm/fi? <br /> <br />0.30 cfrn/ft2 max. <br /> <br />Note #1: The tested specimen meets (or exceeds) the perfomance levels specified in <br />AAMA/NWWDA 101lIS. 2-97 for air infiltration. <br /> <br />2.1.3 <br /> <br />Water Resistance per ASTM E 547-96 <br />(with and without screen) <br />WTP = 2.86 psf See Note #2 <br /> <br />No leakage <br /> <br />........... <br /> <br />Note #2: The client opted to start at a pressure higher than the minimum required. Those <br />results are listed under "Optional Performance". <br /> <br />2.2.1.6.2 <br /> <br />Uniform Load Structural per ASTM E 330-97 <br />(Measurements were taken on the meeting rail) <br />@ 22.5 psf (positive) <br />@ 22.5 psf(negative) See Note #2 <br /> <br />Deglazing Test per ASTM E 987 <br />In operating direction at 70 lbs <br /> <br />0.20" max. <br />0.20" max. <br /> <br />2.1.4.2 <br /> <br />Top rail <br />Bottom rail <br /> <br />0.06"/12% <br />0.06"/12% <br /> <br />0.50"/100% <br />0.50"/100% <br /> <br />In remaining direction at 50 lbs <br /> <br />Left stile <br />Right stile <br /> <br />0.03 "/6% <br />0.03"/6% <br /> <br />0.50"/100% <br />0.50"/100% <br /> <br />"'-'" <br /> <br />ezu...... ')1. ~ <br />.::z) /0,1O~c;J20o.2.. <br />