My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
AgdaPkt 2008-01-14
RedwoodCity
>
City Clerk
>
Agenda Packets
>
2000-2009 partial
>
2008
>
AgdaPkt 2008-01-14
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/4/2008 11:28:58 AM
Creation date
1/14/2008 3:37:26 PM
Metadata
Fields
Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Regular
Agency Type
City Council
Date
1/14/2008
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.
/
231
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).
Show annotations
View images
View plain text
<br />7A <br />Page 5 <br /> <br />Section 108.2 Schedule of Fees. The Building Official shall charge a fee to the <br />person filing an application or requesting services for such permit, such fee to be <br />established by resolution of the Council. <br />(Ord. No. 2241, ~ 2, 12-5-2002) <br /> <br />Sec. 9.43. TABLE. 1505.1 OF THE BUILDING CODE AMENDED: <br /> <br />Table 1505.1 of the Building Code is hereby amended to read as follows: <br /> <br />TABLE 1505.1 <br />MINIMUM ROOF COVERING CLASSIFICATION <br />FOR TYPES OF CONSTRUCTION <br /> <br /> <br />(Ord. No. 2241, ~ 2,12-5-02) <br />Secs. 9.44 - 9.72. RESERVED. <br /> <br />Sec. 9.73. SECTION 1910 OF THE BUILDING CODE AMENDED: Section <br />1910 of the Building Code is hereby amended to read as follows: <br /> <br />Section 1910.1. Concrete Slabs on Grade. This section shall apply to concrete <br />slabs on grade in construction related to Groups Rand U occupancies only. <br /> <br />Section 1910.1.1. Concrete slab floors, garage slabs, and driveways shall have a <br />minimum thickness of three and one-half (3 1/2) inches and shall be reinforced <br />with a minimum six (6) inch by six (6) inch by six (6) gauge welded wire fabric or <br />equivalent area of reinforcing. Welded wire fabric manufactured in mats shall be <br />used. All reinforcement shall be appropriately supported in order to keep the <br />reinforcement in the mid-depth of the slab until the completion of the concrete <br />pour. <br /> <br />Section 1910.2. Under habitable rooms of Groups R occupancies, a vapor barrier <br />approved by the Building Official shall be installed beneath the concrete slab <br />floor. Single-ply plastic vapor barriers shall not be used. An approved base <br />material of suitable consistency, compaction, and thickness shall be provided <br />directly under the concrete slab vapor barrier to retard capillary action. Two (2) <br />inches of sand shall be provided between the vapor barrier and the concrete <br />slab. The top of the concrete floor slab shall be a minimum six (6) inches above <br />exterior finished grade. <br />(Ord. No. 2241, ~ 2, 12-5-2002) <br /> <br />Secs. 9.74 - 9.82. RESERVED. <br /> <br />Atty/Ord/Ord.291 <br />120307 <br /> <br />3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.