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04-3167
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04-3167
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Last modified
3/6/2009 3:24:09 PM
Creation date
1/31/2007 11:08:19 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
04-3167
Building Department - Name
MYERS,MARIAN
Address
6103 18TH ST
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<br />Test Results: <br /> <br />05-30324.05 <br />Page 5 of8 <br /> <br />The results are tabulated as follows: <br /> <br />Title of Test - Test Method <br /> <br />Results <br /> <br />Allowed <br /> <br />Paragraph <br /> <br />Test Specimen #1: H-LC3o. 48 x 78 <br /> <br />2.2.1.6.1 <br />2.1.2 <br /> <br />35 Ibs max. <br /> <br />Operating Force 281bs <br /> <br />Air Infiltration per ASTM E 283 <br />@ 1.57 psf(25 mph) 0..16 cfrn/ft? <br /> <br />0..3 cfrn/ft? max. <br /> <br />Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA <br />1 01/18. 2-97 for air infiltration. <br /> <br />2.1.3 <br /> <br />2.1.4.2 <br /> <br />2.2.1.6.2 <br /> <br />Water Resistance per ASTM E 547-0.0. <br />(with and without screen) <br />WTP = 3.75 psf No leakage <br /> <br />No leakage <br /> <br />Uniform Load Structural per ASTM E 330.-97 <br />(Measurements reported were taken on the exterior meeting rail) <br />@37.5psf(positive) 0.03" o..179"max. <br />@37.5psf(negative) 0..03" o..179"max. <br /> <br />Deglazing Test per ASTM E 987 <br /> <br />Top Sash <br />In operating direction at 70. Ibs <br /> <br />Lift Rail <br />Meeting Rail <br /> <br />0..0.60"/12% <br />0..0.60."/12% <br /> <br />0.500."/10.0.% <br />0..50.0."/10.0% <br /> <br />In remaining direction at 50. Ibs <br /> <br />Left Stile <br />Right Stile <br /> <br />0..0.60."/12% <br />0..0.30"/6% <br /> <br />0..500."/10.0.% <br />0..500"/10.0.% <br /> <br />Bottom Sash <br />In operating direction at 70. Ibs <br /> <br />Lift Rail <br />Meeting Rail <br /> <br />In remaining direction at 50. Ibs <br /> <br />0..50.0."/10.0.% <br />0.50.0."/10.0.% <br /> <br />0..0.60."/12% <br />0..0.60."/12% <br /> <br />Left Stile <br />Right Stile <br /> <br />0.50.0"/10.0.% <br />0..50.0."/10.0.% <br /> <br />0..0.30."/6% <br />0..0.30."/6% <br />
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