My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
05-3955
Zephyrhills
>
Building Department
>
Permits
>
2005
>
05-3955
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 3:45:58 PM
Creation date
2/21/2007 9:50:34 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
05-3955
Building Department - Name
MIDDLETON,RICHARD
Address
7236 LANDOVER DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
<br />Test Results: <br /> <br />'-'" <br /> <br />Results <br /> <br />Title of Test - Test Method <br /> <br />Paragraph <br /> <br />Test Snecimen #1: H-R40 73 x 71 (Continued) <br /> <br />2.1.7 <br /> <br />Welded Comer Test <br /> <br />8 comers only, <br />tested and passed <br /> <br />2.1.8 <br /> <br />Forced Entry Resistance (ASTM F 588-97) <br /> <br />Type: A <br />Grade: 10 <br /> <br />Lock Manipulation Test <br /> <br />No entry <br /> <br />Test Al through AS <br /> <br />No entry <br /> <br />T est A 7 <br /> <br />No entry <br />No entry <br /> <br />Lock Manipulation Test <br /> <br />Optional Performance <br /> <br />4.4.1 <br /> <br />Uniform Load Deflection (ASTM E 330-97) <br />(Indicators located down mullion) <br />(Loads held for 52 seconds) <br />@ 47.0 psf(positive) 1.27"* <br />@ 47.0 psf(negative) 1.30"* <br /> <br />'-"~ <br /> <br />* Exceeds L/ J 75 for deflection, but meets all other test requirements. <br /> <br />4.4.2 <br /> <br />Uniform Load Structural (ASTM E 330-97) <br />(Indicators located down mullion) <br />(Loads held for 1 0 seconds) <br />@ 70.5 psf(positive) 0.07" <br />@ 70.5 psf(negative) 0.07" <br /> <br />Test Snecimen #2: H-R40 73 x 64 <br /> <br />4.4.1 <br /> <br />Uniform Load Deflection (ASTM E 330-97) <br />(Indicators located down mullion) <br />(Loads held for 52 seconds) <br />@ 40.0 psf(positive) 1.63" <br />@ 40.0 psf(negative) 1.62" <br /> <br />* Exceeds L/J 75 for deflection, but meets all other test requirements. <br /> <br />4.4.2 <br /> <br />Uniform Load Structural (ASTM E 330-97) <br />(Indicators located down mullion) <br />(Loads held for 10 seconds) <br />@ 60.0 psf(positive) 0.04" <br />@ 60.0 psf(negative) 0.05" <br /> <br />'",-""i <br /> <br />01-40030.06 <br />Page 5 of6 <br /> <br />Allowed <br /> <br />All comers; <br />not entire weld <br /> <br />No entry <br /> <br />No entry <br /> <br />No entry <br />No entry <br /> <br />0.40" max. <br />0.40" max, <br /> <br />0.28" max. <br />0.28" max. <br /> <br />0.36" max. <br />0.36" max. <br /> <br />0.25" max. <br />0.25" max. <br />
The URL can be used to link to this page
Your browser does not support the video tag.