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03-2535
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03-2535
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Last modified
3/6/2009 3:06:11 PM
Creation date
1/11/2007 9:28:16 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-2535
Building Department - Name
MARSH,MORRIS & ANN
Address
1752 ASHLAND DR
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<br />I <br />.. <br />~ <br /> <br />t. <br /> <br />0-5-30308.01 <br />Page 5 of7 <br /> <br />" <br /> <br />Test Reswts: <br /> <br />P~h <br /> <br />Title of Test - Test Method <br /> <br />Results <br /> <br />Allowed <br /> <br />Test Specimen #1: H-LC25 56 x 84 (Continued) <br /> <br />2.1.2 <br /> <br />Air Infiltration per ASTM E 283 <br />@ 1.57 psf (25 mph) 0.08 cfnllif <br /> <br />0.3 cfmltt2 max. <br /> <br />Note #1: The tested specimen meets the performance levels specified in AAMAINWWDA <br />101/1S. 2-97 for air infiltration. <br /> <br />2.1.3 <br /> <br />Water Resistance per ASTM E 547 <br />(with and without screen) <br />WTP = 3.75 psf No leakage <br /> <br />No leakage <br /> <br />2.1.4.2 <br /> <br />Uniform Load Structural per ASTM E 330 <br />(Measurements reported were taken on the exterior meeting rail) <br />@ 37.5 psf (positive) 0.10,1" 0.207" ma.x. <br />@37.5 psf(negative) 0.141" 0.207" ma.x. <br /> <br />2:2.1.6.2 Deg1azing Test per ASTM E 987 . <br /> To'O Sash <br /> In operating direction at 70 lbs <br /> Lift rail 0.125"/25% 0.500"/100% <br /> Meeting rail 0.060"/12% 0.500"/100% <br /> In remaining direction at 50 lbs . <br /> Left stile 0.060"/6% 0.500"/100% ~ <br /> Right stile 0.060"/6% 0.500"/1 00% <br /> Bottom Sash <br /> In operating direction at 70 1bs <br /> Lift rail 0.125"/6% 0.500"/100% <br /> Meeting rail 0.060"/12% 0.500"/100% <br /> In remaining direction at 50 lbs <br /> Left stile 0.060"/12% 0.500"/100% <br /> Right stile 0.060"/12% 0.500"/100% <br /> ~ <br /> , <br /> . <br />2.1.7 Welded Comer Test Meets as stated Meets as stated <br />
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