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<br />-- <br /> <br />~. <br /> <br />~i <br /> <br />:S; <br /> <br />I <br />A <br />~ <br /> <br />0140351.05 <br />, Page 3 of 4 <br /> <br />Test Specimen Description: (Continued) <br /> <br />Drainage: Sloped sill <br /> <br />Reinforcement: No reinforcement was utiliZed <br /> <br />Installation: The test specimen was installed into the #22 x 8 Spru~e-Pine-Fir wood buck <br />with I" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was <br />used. as a sealant under the nail fin and around the exterior perimeter. . <br /> <br />Test Results: <br /> <br />The results are tabulated as follows: <br /> <br />Paragra-ph <br />2.2 .6.1 <br /> <br />Title of Test - Test Method. <br /> <br />Allowed <br /> <br />Results <br />24 lbs <br /> <br />Operating Force <br /> <br />30 lbs max. <br /> <br />Air Infiltration (ASTM E 283) , <br />@ 1.57 psf (25 mph) <br /> <br />0.10 cfml~ <br /> <br />0.30 cfml~ max <br /> <br />Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA <br />101lIS. 2-97for air infiltration. <br /> <br />Water Resistance (ASTM E~ 547 -96) <br />(with and without screen) <br />WTP = 6.75psf No leakage <br /> <br />2.1.4. Uniform Load Deflection per ASTM E 330 <br />(Measurements reported were taken on the meetingnnl) <br />(Loads were held for 52 seconds) . <br />@ 15.0 psf(positive) 0.86"* 0.29"max <br />@15.0psf(negative) 0.81"* 0.29"max <br /> <br />No leakage <br /> <br />Note: * Exceeds L/175 for deflection, but meets all other test requirements. <br /> <br />2. .4.2 <br /> <br />Uniform Load Structural per ASTM E 330 <br />(Measurements reported were taken on the meeting rail) <br />(Loads were held for 10 seconds) <br />@ 22.5 psf (positive) 0.01" 0.20" max. <br />@ 22.5 psf(negative) <0.01" 0.20" max. <br /> <br />Deglazing Test per ASTM E 987 <br />In operating direction at 70 Ibs <br /> <br />2.2.1.6.2 <br /> <br />Top rail <br />Bottom rail <br /> <br />0.06"/12% <br />0.06"/12% <br /> <br />0.50"1100% <br />0.50"/1 00% <br /> <br />In remaining direction at 501bs . . <br /> <br />Left stile <br />Right stile <br /> <br />0.03"/6% <br />0.03"/6% <br /> <br />0.50"/100010 <br />0.50"/100% <br /> <br />~ 7;, A?-~t____ <br /> <br />~ '" MA"J1flc A Z OQ 2- <br />