My WebLink
|
Help
|
About
|
Sign Out
05
City of Pleasanton
>
CITY CLERK
>
AGENDA PACKETS
>
2011
>
010411
>
05
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/28/2010 1:52:12 PM
Creation date
12/28/2010 1:52:03 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
1/4/2011
DESTRUCT DATE
15Y
DOCUMENT NO
05
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
100
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
met by the seller placing in an escrow account, for the use of the buyer, sufficient <br /> funds to pay for said installation. <br /> 20.08.070 CBC Section 1505.1 amended — Fire Classification. <br /> Table 1505.1 Minimum Roof Coverings Classification is deleted, and Section 1501.1 is <br /> amended to add the following paragraph to read as follows: <br /> Roof coverings shall be fire retardant minimum Class B or higher for all buildings <br /> regardless of type of construction. <br /> 20.08.080 CBC Section 1613.8 amended - Earthquake Loads. <br /> Section 1613 is amended by adding Section 1613.8 to read as follows: <br /> 1613.8 ASCE 7, Section 12.8.7. Modify ASCE 7, Section 12.8.7 by amending Equation <br /> 12.8 -16 as follows: <br /> = P <br /> 9 xAI (12.8 -16) <br /> Vxh,,Cd <br /> 20.08.090 CBC Section 1704.4 amended - Concrete Construction. <br /> Section 1704.4 is amended to read as follows: <br /> 1704.4 Concrete Construction. The special inspections and verifications for concrete <br /> construction shall be as required by this section and Table 1704.4. <br /> Exceptions: Special inspections shall not be required for isolated spread concrete <br /> footings of buildings three stories or less above grade plane that are fully supported <br /> on earth or rock, where the structural design of the footing is based on a specified <br /> compressive strength, fi no greater than 2,500 pound per square inch (psi) (17.2 <br /> Mpa). <br /> 20.08.100 CBC Section 1809.8 amended — Plain concrete footings. <br /> Section 1809.8 is amended to read as follows: <br /> 1809.8 Plain concrete footings. The edge thickness of plain concrete footings <br /> supporting walls of other than light -frame construction shall not be less than 8 inches <br /> (203mm) where placed or soil and in all cases, as a minimum, one ' /z' (51mm) <br /> continuous rebar shall be placed at the top and at the bottom of all grade beams and <br /> spread footings. <br /> Exception: For plain concrete footings supporting Groups R -3 and one story Group <br /> U occupancies the edge thickness is permitted to be 6 inches (152mm), provided <br /> that the footing does not extend beyond a distance greater than the thickness of the <br /> 34 <br />
The URL can be used to link to this page
Your browser does not support the video tag.