My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
10-10679
Zephyrhills
>
Building Department
>
Permits
>
2010
>
10-10679
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2011 11:17:54 AM
Creation date
2/3/2011 11:17:50 AM
Metadata
Fields
Template:
Building Department
Company Name
CRESTVIEW HILLS
Building Department - Doc Type
Permit
Permit #
10-10679
Building Department - Name
DOMALIK,NEIL & HEATHER
Address
7918 MERCHANTVILLE CIR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
83040.02- 501-44 <br /> Architectural Testing Page 8 of 10 <br /> Test Results: (Continued) <br /> Paragraph Title of Test - Test Method Results Allowed <br /> Test Specimen #2: SD-R50 I 797 x 2019 (71 x 80) <br /> Optional Performance <br /> 4.4.2.6 Uniform Load Deflection per ASTM E 330 ** <br /> (Deflections were taken on the exterior meeting stile) <br /> (Loads were held for 10 seconds) <br /> 2400 Pa (50.16 psf) (positive) 70.4 mm (2.77 ") See Note #3 <br /> 2400 Pa (50.16 psf) (negative) 73.4 mm (2.89 ") See Note #3 <br /> 4.4.2.6 Uniform Load Structural per ASTM E 330 ** <br /> (Permanent sets were taken on the exterior meeting stile) <br /> (Loads were held for 10 seconds) <br /> 3600 Pa (75.24 psf) (negative) 6.9 mm (0.27 ") 7.9 mm (0.31") max. <br /> 3600 Pa (75.24 psf) (negative) 7.43 mm (0.29 ") 7.9 mm (0.31 ") max. <br /> Test Specinneu #3: SD -R50 1 797 x 2019 (71 x 80) <br /> Optional Performance <br /> 4.4.2.6 Uniform Load Deflection per ASTM E 330 <br /> (Deflections were taken on the exterior meeting stile) <br /> (Loads were held for 10 seconds) <br /> 2400 Pa (50.16 psf) (positive) 29.5 mm (1.16 ") See Note #3 <br /> 2400 Pa (50.16 psf) (negative) 28.2 mm (I _I I ") See Note #3 <br /> 4.4.2.6 Uniform Load Structural per ASTM E 330 <br /> (Permanent sets were taken on the exterior meeting stile) <br /> (Loads were held for 10 seconds) <br /> 3600 Pa (75.24 psf) (positive) 3.3 mm (0.13 ") 7.9 mm (031") max. <br /> 3600 Pa (75.24 psf) (negative) 13 mm (0.05 ") 7.9 mm (0.31 ") max. <br /> Note: Reference Architectural Testing, Inc. Report No. 83040.01-50144, dated 05 /28 /O8for <br /> these test results (* *). <br /> Tape and film were used to seal against air leakage during structural testing. In our opinion, the <br /> tape and film did not influence the results of the test. <br /> Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing <br /> and are representative of the test specimen reported herein. <br />
The URL can be used to link to this page
Your browser does not support the video tag.