My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02929
CWCB
>
Floodplain Documents
>
Backfile
>
2001-3000
>
FLOOD02929
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:25:51 PM
Creation date
10/4/2006 11:20:23 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
na
Basin
Statewide
Title
Manufactured Home Installation in Flood Hazard Areas
Date
9/1/1985
Prepared By
FEMA
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
111
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 /> <br />The first resists vertical loads; the second resists <br />vertical and lateral loads, Frame ties will always <br />be required to resist lateral and uplift forces, If the <br />manufactured home is designed for over-the-top <br />ties they can be used in conjunction with frame <br />ties, <br />Ties are made of rust-resistant steel cable or <br />straps which fasten the home to anchors em- <br />bedded in the ground, In combination over-the-top <br />and frame ties. the cable or strap is secured to <br />the ground anchor with a yoke-type fastener and <br />a tensioning device, or with clamps and turn- <br />buckles as shown in Figure 3,30, <br /> <br />Figure 3.30 Tie Components <br /> <br />In frame ties, the strap is secured to the ground <br />anchor and manufactured home I-beam as shown <br />in Figure 3.31, <br /> <br />7[(-. .,~,,~",'''C' <br /> <br />T"fro....H""<I ...111 "rs...pn".d <br />'....511....... <br />L <br /> <br />,......_~ <br />,/ '.....rTllioS<<,-."oICo;1 <br />LG............oolI.ko.m <br /> <br />0...;1"".. <br /> <br />n...;/"C" <br />IT~.~. Fro.... S""p Ilu<."> <br /> <br />'nd~.~..'..n ~~"~~.~' ,....,~ <br /> <br />~ f..",.H.M <br />'-6 . <br /><D<l>il",,- <br />O<-r.oa-." (1"yp,^""'h........J) <br /> <br />Figure 3.31 Tie Components <br /> <br />As indicated previously, ties are just one com- <br />ponent of a two component anchoring system, An- <br />chprs are the component set in the ground to <br />which ties are connected, This effectively transfers <br />wind loads, both lateral and uplift, to the ground, <br />As shown in Figure 3,32, these loads can be <br />significant enough to dislodge anchors, <br /> <br />Figure 3.32 Failed Anchors <br /> <br />There are several types of ground anchors <br />which can be used, including screw augers, ex- <br />panding ahchors, slab anchors, and concrete <br />deadmenas shown in Figures 3,33 to 3,35, <br /> <br /> <br />MinlmumRDcl <br />DiameterS/a" <br /> <br />MtnlmumOepth <br />4 Feet <br /> <br />6' <br /> <br /> <br />Mtnlm~ Diameter. Type ""A <br /> <br />Minimum Diameter, Type A <br /> <br />B' <br /> <br />Figure 3.33 Screw Auger <br /> <br />29 <br />
The URL can be used to link to this page
Your browser does not support the video tag.