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Last modified
1/25/2010 6:25:51 PM
Creation date
10/4/2006 11:20:23 PM
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Floodplain Documents
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Statewide
Community
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Basin
Statewide
Title
Manufactured Home Installation in Flood Hazard Areas
Date
9/1/1985
Prepared By
FEMA
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br /> <br />The amount of earth fill needed can be entered <br />in Part II of the Design Worksheet shown in Ap- <br />pendix F. The total cost can be estimated from <br />Table 5.3 above or the cost per cubic yard can be <br />secured from a local excavation and hauling con- <br />tractor and applied to the amount of fill required. <br /> <br />Piers <br />As presented in Chapter IV, piers can be east- <br />in-place, built-up concrete masonry units, or brick. <br />The cost of piers will vary due to local material and <br />labor costs and will also be affected by constant <br />fixed costs such as contractor equipment set-up. <br />For instance, the Dodge Manual for Building Con- <br />struction Pricing and Scheduling shows costs of <br />$8.86 to $16.76 per linear foot for a cast-in-place <br />concrete pier 12 inches square, while Marshall and <br />Swift show $22.50 to $31.00 per linear foot. These <br />costs do not cover footings, excavation, contrac- <br />tor set-up, and reinforcement costs. <br />For the purpose of estimating the cost of a pier <br />foundation, the general cost ranges per pier shown <br />in Table 5.4 can be used. <br />Based on the desired height above grade and <br />number of piers needed to elevate the manu- <br />factured home, Part II of the Design Worksheet <br />in Appendix F can be completed for the purposes <br />of estimating the design costs. If piers are a design <br />option, it is strongly suggested that a local con- <br />tractor cost estimate be secured. <br />Assuming piers are installed at 10 foot intervals, <br />the cost per foot of manufactured home, based <br /> <br />3 <br /> <br />4 <br /> <br />5 <br /> <br />on height above grade, is shown in Table 5.5. <br />-Where additional ground anchors are used, a <br />cost of $35.00 to $75.00 per ground anchor should <br />be used. <br /> <br />Post and Piles <br /> <br />Depending upon the anticipated height, spac- <br />ing, and anticipated loads, a post or pile design <br />may be an option. The cost of these members will <br />vary depending upon their length, diameter,and <br />depth of embedment and will also be impacted by <br />contractor fixed costs, such as equipment set-up. <br />Of critical importance is the type of soil and ease <br />with which these members can be secured in the <br />ground. Marshall and Swift, for instance, show <br />$8.20 installed for 10 inch and $10.15 for 12 inch <br />creosoted wood piles plus fixed set-up costs. <br />Based on estimates of $10.00 to $15.00 per foot <br />of length, the general costs shown in Table 5.6 <br />can be used. <br />Based on the desired height above grade and <br />number of posts or piles needed to elevate the <br />manufactured home, Part II of the Design Work- <br />sheet in Appendix F can be completed for the pur- <br />pose of estimating the design costs. Not that a <br />review of local costs will most likely indicate a small <br />difference in pile costs regardless of diameter such <br />that use of a larger diameter pile will provide ad- <br />ditional support and may allow a reduction in the <br />number of vertical members. <br />Assuming posts and piles are installed at 10 foot <br />intervals, the cost per foot of manufactured home, <br /> <br />Table 5.4 <br /> <br />PIER COSTS <br />(dollars) <br /> <br />Height of Pier (ft.) <br /> <br />6 <br /> <br />7 <br /> <br />8 <br /> <br />9 <br /> <br />10 <br /> <br />Cast-in-Place 150-210 200-280 250-350 300-420 3:;0-490 400-560 450-630 500-700 <br />Built-up Masonry 100-150 133-200 166-250 200-300 233-350 266-400 300-450 330-500 <br /> Table 5.5 <br /> COST PER FOOT OF MANUFACTURED HOME <br /> (dollars) <br /> Height of Pier (ft .) <br /> 3 4 5 6 7 8 9 10 <br />Single Section 20-42 27-56 33-70 40-84 47-98 53-112 60-126 66-140 <br />Double Section 40-84 54-112 66-140 80-168 94-196 106-224 120-252 132-280 <br /> <br />73 <br />
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