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04-3223
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04-3223
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Last modified
3/6/2009 3:23:51 PM
Creation date
2/1/2007 6:59:41 AM
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Building Department
Permit #
04-3223
Building Department - Name
DYER,RICHARD
Address
5910 17TH ST
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<br />05-30388.01 <br />Page 5 of8 <br /> <br />Test Results: <br /> <br />The results are tabulated as follows: <br /> <br />Para2faph <br /> <br />Title of Test - Test Method <br /> <br />Results <br /> <br />Allowed <br /> <br />Test Specimen #1: H-LC25 52 x 84 <br /> <br />2.2.1.6.1 <br /> <br />Operating Force 33 Ibs <br /> <br />35 Ibs max <br /> <br />2,1.2 <br /> <br />Air Infiltration (ASTM E 283-91) <br />@ 1.57 psf (25 mph) 0.09 cfin/W <br /> <br />0.3 cfin/1f max, <br /> <br />Note #1: The tested specimen meets (or exceeds) the performance levels specified in <br />AAMA/NWWDA 101lIS. 2-97 for air infiltration, <br /> <br />2.1.3 <br /> <br />Water Resistance (ASTM E 547-00) <br />WTP = 3.75psf No leakage <br /> <br />No leakage <br /> <br />2.1.4.2 <br /> <br />Uniform Load Structural (ASTM E 330-97) <br />(Measurements reported were taken on the exterior meeting rail) <br />@37.5psf(positive) 0.05" 0.191"max. <br />@37.5 psf(negative) 0.04" 0.191" max. <br /> <br />2.2.1.6.2 Deglazing Test (ASTM E 987-98) <br /> Top Sash <br /> In operating direction at 70 Ibs <br /> Top Rail 0,100"120% 0.500"/100% <br /> Meeting Rail 0.100"/20% 0.500"/100% <br /> In remaining direction at 50 Ibs <br /> Left Stile 0,060"/12% 0.500"/1 00% <br /> Right Stile 0,060"/12% 0.500"/100% <br /> Bottom Sash <br /> In operating direction at 70 Ibs <br /> Bottom Rail 0,125"/25% 0.500"/100% <br /> Meeting Rail 0.100"/20% 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"/1 00% <br />
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