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03-1980
Zephyrhills
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Building Department
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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 />o. <br /> <br />it <br /> <br />;) <br /> <br /> <br />.<8174730249 KINRO EN <br /> <br />;.THU NOV 21 2002 13: 33/3T. 13: 32/NO. 6346927306 p ~ <br /> <br />TH'E CALLAS LABORATORIES. INC. <br /> <br />Sealant: Sill to jamb joint sealed with smaUjoint sealant <br /> <br />Page 2 - Report # 31570 D <br /> <br />Otber Features: Frame and sash comer construction are mitered and welded. Fixed interlock rail is <br />secured to eachjamb by two (2) #8x2" screws. <br /> <br />Date TestlD!! Started: JanuarylO,2002 <br /> <br />Date T~tinl! ComDleted: January 10,2002 <br /> <br />'rest Performed at: Kimo, Inc. testing facility in Mansfield, Texas <br /> <br />Performance Ted Re..'IUJb <br /> <br />Title olTest <br /> <br />Test Method <br /> <br />Uniform Load Structural <br /> <br />ASTM E 330-97 <br />- Positive <br />- Negative <br />- Permanent Set (meeting rail) <br /> <br />Mea$ured <br /> <br />Allowed <br /> <br />99.0 .PSP <br />99.0 PSF* <br />0.063" <br /> <br />99.0 PSF* <br />99.0 PSP <br />0.144" <br /> <br />aNo glass breakage deformarion, or other damage causing the unit to be inoperable. <br /> <br />The above resulu were seemed by using the designated test mc:thods and they indicate compliance with <br />the perfonnance requirements of me above referenced specifications. This report does not constitute <br />certification of'this product, which may only be granted by ALl. <br /> <br />DALLAS LABORATORIES. INC. <br />TESTING LABORATORY <br /> <br />VC? :Jv~ <br /> <br />LanyC. Wam:n <br /> <br />LCW: lew <br />
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