My WebLink
|
Help
|
About
|
Sign Out
Home
COM 0176.015 2006-2008
ClerkCouncil
>
Council Records
>
Communications
>
2006-2008
>
COM 0176.015 2006-2008
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/29/2009 11:48:44 AM
Creation date
5/8/2008 5:29:11 PM
Metadata
Fields
Template:
Communications
Communications - Type
COM
Communications - Council Term
2006-2008
Communication
0176
Point
015
Author
Bruce McClure, Public Works Director
Communications - Referred To
PWIRC
Comments
PWIRC: Close file - 4/3/07
Document Relationships
AGE PWIRC 04/03/2007 2006-2008
(Related)
Path:
\Council Records\Agendas\2006-2008\Public Works & Intergovernmental Relations Committee (PWIRC)
BIL 051 Draft 01 2006-2008
(Related)
Path:
\Council Records\Bills\2006-2008
COM 0176.000 2006-2008
(Related)
Path:
\Council Records\Communications\2006-2008
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
27
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
(B) For nonresidential new construction, improvements to <br /> repetitive loss structures, and substantial improvements: <br /> The lowest floor shall be elevated or floodproofed <br /> to or above the base flood elevation. If the lowest floor is <br /> below the base flood elevation, then the structure together <br /> with attendant utility and sanitary facilities shall be <br /> designed, [and] constructed, and certified by a registered <br /> professional engineer or architect such that: <br /> (i) The structure is watertight below the base flood <br /> elevation. <br /> (ii) The walls aze substantially impermeable to the <br /> passage of water. <br /> (iii) The structural components aze capable of resisting <br /> hydrostatic and hydrodynamic loads and the effects <br /> of buoyancy. <br /> (C) Within Zone AH, new construction, improvements to <br /> repetitive loss structures, and substantial improvement shall <br /> be required to provide adequate drainage paths azound <br /> structures on slopes to guide flood waters azound and away <br /> from proposed structures. <br /> Fully enclosed areas below the lowest door that are <br /> useable solely for parking of vehicles, building access, or <br /> storage in an area other than a basement and which are <br /> subiect to flooding, shall be designed to automatically <br /> equalize hydrostatic flood forces on exterior walls by <br /> allowing for the entry and exit of flood waters. Designs <br /> for meeting this requirement must either be certified bra <br /> registered professional engineer or architect or meet or <br /> exceed the following criteria: A minimum of two <br /> openings having a total net area of not less than one square <br /> inch for every square foot of enclosed area subject to <br /> flooding shall be provided. The bottom of all openings <br /> shall be no higher than one foot above grade. Openings <br /> may be equiQped with screens, louvers, valves, or other <br /> coverings or devices provided that they permit the <br /> automatic entry and exist of floodwaters. <br /> <br /> (2) Within Zone AO: <br /> (A) For [new] residential new construction, improvements to <br /> repetitive loss structures, and substantial improvements: <br /> The lowest floor shall be elevated above the highest <br /> adjacent grade at least as high as the depth number <br /> specified in feet on the FIRM, or at least two feet if no <br /> depth number is specified. <br /> (B) For nonresidential new construction, improvements to <br /> repetitive toss structures, and substantial improvements: <br /> 16 <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.