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03-2334
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2003
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03-2334
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Last modified
3/6/2009 3:07:20 PM
Creation date
1/4/2007 3:16:33 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-2334
Building Department - Name
FL PREFERRED PROPERT
Address
38123 8TH AV
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<br />01-42249.02 <br />Page 3 of5 <br /> <br />Test Specimen Description: (Continued) <br /> <br />Drainage: Sloped sill <br /> <br />Installation: The test specimen was installed into the #2, 2 x 8 Spruce-Pine-Fir wood test <br />buck. A I' x 2" (450 beveled) "buckstrip" was installed with #8 x 1-5/8" drywall screws <br />placed on 16" center around the interior face (sides and top only; under the sill was a 3/4" x <br />6-3/4" board), The unit was set against the buckstrip with urethane caulk. The unit was <br />secured utilizing #8 x 1-1/2" installation screws placed in pre-punched holes (3 in each jamb <br />I 2 in head I none in sill). 1/2" drywall was utilized on the inside of the sides and top of the <br />buck and secured with #8 x 1-5/8" drywall screws placed 2" from each corner 12" on center. <br />All wood joints and exterior perimeter were sealed with urethane caulk. <br /> <br />Test Results: <br /> <br />The results are tabulated as follows: <br /> <br />Results <br /> <br />Allowed <br /> <br />Paragraph <br /> <br />Title of Test - Test Method <br /> <br />2.2.1.6.1 <br /> <br />Operating Force <br /> <br />16 lbs <br /> <br />30 lbs max, <br /> <br />2,1.2 <br /> <br />Air Infiltration (ASTM E 283-91) <br />@ 1.57 psf (25 mph) 0.27 cfinlft2 <br /> <br />0.3 cfmlfl? max. <br /> <br />Note #1: The tested specimen meets the performance levels specified in AAMAINWWDA <br />101lIS. 2-97 for air infiltration. <br /> <br />2.1.4.1 <br /> <br />Water Resistance (ASTM E 547-96) <br />(with and without screen) <br />WTP = 2,86 psf No leakage No leakage <br /> <br />Uniform Load. Deflection (ASTM E 330-97) <br />(Measurements reported were taken on the meeting rail) <br />(Loads were held for 42 seconds) <br />@ 24.4 psf(positive) 0.72"* 0.28" max.. <br />@ 31.7 psf(negative) 0.8611* 0.28" max, <br /> <br />2,1.3 <br /> <br />*Exceeds L/175 for deflection but meets all other test requirements, <br /> <br />2,1.4,2 <br /> <br />Uniform Load Structural (ASTM E 330-97) <br />(Measurements reported were taken on the meeting rail) <br />(Loads were held for 1 0 seconds) <br />@ 36.5 psf (positive) 0.00" <br />@47,S psf(negative) 0.04" <br /> <br />0.20" max, <br />0.20" max, <br /> <br />S0'd <br /> <br />SC0C:'... C9Z c:'...'tc:'... <br /> <br />SDnaO~d 3WOH I W <br /> <br />Z0:Z't Z00c-Z't-~~W <br />
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