My WebLink
|
Help
|
About
|
Sign Out
2004 JANUARY
City of Pleasanton
>
CITY CLERK
>
MUNICIPAL CODE SUPPLEMENTS
>
2004 JANUARY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/20/2009 1:57:15 PM
Creation date
7/13/2007 2:18:05 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
CODE SUPPLEMENTS
DOCUMENT DATE
1/1/2004
DOCUMENT NO
2004 JANUARY
DOCUMENT NAME
SUPPLEMENTAL NO 14
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
221
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
20.08.054 <br />(ASD and Supplement No. 2, dated <br />November 10, 2000. <br />Where other codes, standards, or <br />specifications are referred to in this <br />specification, they are to be consid- <br />ered as only an indication of an <br />acceptable method or material that <br />can be used with the approval of the <br />Building Official. <br />slabs supported directly on the <br />ground shall not be less than 3 1/2 <br />inches (89 mm). The slab shall be <br />reinforced with not less than six <br />inches by six inches ten gauge weld- <br />ed wire mesh or an approved alter- <br />nate installed at mid height of the <br />slab. <br />(Ord. 1869 § 2, 2002; Ord. 1778 § 2, <br />1999; Ord. 1669 § 2, 1995) <br />2211 -DESIGN METHODS <br />When the load combinations from <br />Section 1612.2 for LRFD are used, <br />structural steel buildings shall be <br />designed in accordance with Chapter <br />22 Division II (AISC-LRFD) and <br />Part I of AISC-Seismic as modified <br />by this Division. When the load <br />combinations from Section 1612.3 <br />for ASD are used, structural steel <br />buildings shall be designed in accor- <br />dance with Chapter 22 Division III <br />(AISC-ASD) and Part III of AISC- <br />Seismic as modified by this Division. <br />(Ord. 1869 § 2, 2002; Ord. 1778 § 2, <br />1999) <br />20.08.055 Section 1900.4.4 <br />Amended -Minimum <br />Slab Thickness: <br />Section 1900.4.4 of the California <br />Building Standards Code 2001 edition <br />(24 CCR), and including by reference <br />the uniform building code, 1997 edi- <br />tion, is amended to read as follows: <br />Minimum slab thickness. The mini- <br />mum thickness of concrete floor <br />20.08.056 Section 2211 Amended - <br />Design Methods: <br />Section 2211 design methods of the <br />California Building Standards Code <br />2001 edition (24 CCR), and including <br />by reference the uniform building code, <br />1997 edition, parts 1, 2 and 3 is <br />amended to read as follows: <br />Section 2211. Design Methods. <br />When the load combinations from <br />Section 1612.2 for LRFD are used, <br />structural steel buildings shall be <br />designed in accordance with Chapter <br />22 Division II (AISC-LRFD) and <br />Part I of AISC-Seismic as modified <br />by this Division. <br />When the load combinations from <br />Section 1612.3 for ASD are used, <br />structural steel buildings shall be <br />designed in accordance with Chapter <br />22 Division III (AISC-ASD) and Part <br />III of AISC-Seismic as modified by <br />this Division. <br />(Ord. 1894 § 1, 2003; Ord. 1778 § 2, <br />1999) <br />704-9 (Pleasanton January 2004) <br />
The URL can be used to link to this page
Your browser does not support the video tag.