My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-036
CBCC
>
Ordinances
>
2010's
>
2012
>
2012-036
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/18/2025 3:21:41 PM
Creation date
10/5/2015 9:16:01 AM
Metadata
Fields
Template:
Ordinances
Ordinance Number
2012-036
Adopted Date
11/06/2012
Agenda Item Number
10.A.1.
Ordinance Type
Land Development Regulations
State Filed Date
11\14\2012
Entity Name
Stormwater Management and Flood Protection
Code Number
Chapter 930 and Chapter 401 Amendmnts
Subject
Flood Maps New Flood Regulations
Codified or Exempt
Codified
Supplemental fields
SmeadsoftID
11548
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
78
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
ORDINANCE 2012-036 <br />5. Concrete slabs used as parking pads, enclosure floors, landings decks <br />walkways, patios and similar nonstructural uses in coastal high hazard <br />areas (Zone V1. In coastal high hazard areas, concrete slabs used as <br />parking pads, enclosure floors, landings, decks, walkways,patios and <br />similar nonstructural uses are permitted beneath or adjacent to buildings <br />and structures provided the concrete slabs are designed and constructed to <br />be: <br />a. Structurally independent of the foundation system of the building or <br />structure; <br />b. Frangible and not reinforced, so as to minimize debris during flooding <br />that is capable of causing significant damage to any structure; and <br />c. Have a maximum slab thickness of not more than four (4) inches. <br />6. Decks and patios in coastal high hazard areas (Zone V). In addition to the <br />requirements of the Florida Building Code, decks and patios in coastal <br />high hazard areas shall be located, designed, and constructed in <br />compliance with the following_ <br />a. A deck that is structurally attached to a building or structure shall have <br />the bottom of the lowest horizontal structural member at or above the <br />design flood elevation and any supporting members that extend below <br />the design flood elevation shall comply with the foundation <br />requirements that apply to the building or structure, which shall be <br />designed to accommodate any increased loads resulting from the <br />attached deck. <br />b. A deck or patio that is located below the design flood elevation shall <br />be structurally independent from buildings or structures and their <br />foundation systems, and shall be designed and constructed either to <br />remain intact and in place during design flood conditions or to break <br />apart into small pieces to minimize debris during flooding that is <br />capable of causing structural damage to the building or structure or to <br />adjacent buildings and structures. <br />c. A deck or patio that has a vertical thickness of more than twelve (12) <br />inches or that is constructed with more than the minimum amount of <br />fill necessary for site drainage shall not be approved unless an analysis <br />prepared by a qualified registered design professional demonstrates no <br />harmful diversion of floodwaters or wave runup and wave reflection <br />that would increase damage to the building or structure or to adjacent <br />buildings and structures. <br />d. A deck or patio that has a vertical thickness of twelve (12) inches or <br />less and that is at natural grade or on nonstructural fill material that is <br />Underline: Additions to Ordinance <br />Deleted Text from Existing Ordinance <br />36 <br />C:\Documents and Settings\tlister\Desktop\Revised IRC Flood Protect Ord final 10-26-12.rtf <br />
The URL can be used to link to this page
Your browser does not support the video tag.