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03-1980
Zephyrhills
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2003
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03-1980
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Last modified
3/6/2009 3:09:00 PM
Creation date
12/14/2006 11:24:02 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-1980
Building Department - Name
GRAND HORIZION
Address
37451 NEUKOM AV
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<br />F R OM. 817 4 73 0 2 4 9 KIN ROE N <br /> <br />(THU) NOV 21 2002 13: 33/ST. 13: 32/NO. €346'92'7306 P 3 <br /> <br />THE CALLAS lABORATORIES. INC. <br /> <br />e <br /> <br />Page :2 - Report # 31570 A <br /> <br />Sealant: Sill to jamb joint sealed with small joint sealant <br /> <br />Other Features: }t'ramc and sash comer conStruction are mitered and welded. Fixed interlock rail is <br />secured to eacb jamb by two (2) #8x2" screws. <br /> <br />Date TestiDt! Started: January 8, 2002 <br /> <br />Date T.,.tioll Com Dieted: January 16,2002 <br /> <br />Test Performed at: Kinro, Inc. testing facility in Mansfield, Texas <br /> <br /> Performance Test Results <br /> Spec:ifjca tion <br /> Paral[raDIt No. Title ot Test Test Method Measured Allowed <br /> l' <br /> 2.2.1.6.1 Operating Force 24 Ibs. 30 lbs. <br /> 2.1'.2 Air Infiltration ASTM'E 283-91 <br /> @ 1.57 psf 0.14 CFMlFr 0.30 CFM/Fr <br />i The test specimen exceeds the performance requirements of AAMAINWWDA 101-97. <br /> Air values were reported at the requesr of the manufacturer. <br /> 2.1.3 WaIer Resistance ASTM E 547.96 <br /> @2.86 psf(with & without screen) No leakage No leakage <br /> 4.3 Water Resistance ASTM E S47.96 <br /> @ 3.75 psf(with & without screen) No leakage No leakage <br /> 2.1.4.2 Unifonn Load Structural ASTM E 330.97 <br /> - Positive 22.5 PSF'" 22.5 PSP <br /> - Negative 22.S PSF'" 22.5 .PSF* <br /> . Permanent Set (stile) 9.085" 0.151" <br /> 4.4.2 Uniform Load Structural ASTM E 330-97 <br /> - Positive 37.S PSplIo 37.5 PSF* <br /> . Negative 37.5 PSF'" 37.5 PSF- <br /> . Permanent Set (stile) 0.032" 0.151" <br /> (meeting rail) 0.063" 0.178" <br /> 2.2.1.6.2 Deglazing Test ASTM E 987-88 <br /> - Left Stile 0.090" - :n.8 % 0.395" <br /> - Meeting Rail 0.107" -20.S % 0.522" <br /> - Right Stile 0.084" - 19.9 % 0.422" <br /> - Bottom Rail 0.102"-25.1 % 0.407" <br /> 2.1.7 Welded Comer Test No break over No break over <br />~ entire weld. entire weld. <br />
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