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Ord 2010-048
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Ord 2010-048
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1/23/2015 9:35:03 AM
Creation date
9/23/2010 9:09:22 AM
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City Clerk
City Clerk - Document
Ordinances
City Clerk - Type
Amending
Date
9/23/2010
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i. Where all footings will be 24" X 24" and shall extend into undisturbed <br />soil 12" deep. A minimum of 4 pieces of re -bar will be required. Blocks <br />used as piers will be solid or filled with concrete. A connecting strap or <br />piece of re -bar will need to extend from the footing up to the bottom of the <br />structure. <br />ii. A combination pier and footing. It must be no less than a round <br />column 18" in diameter and placed 24" into the soil containing 4 pieces of <br />re -bar with stirrups. A connecting strap or piece of re -bar will need to be <br />attached to bottom of structure from this column. <br />iii. An outside perimeter beam will be required that is a minimum of 12" <br />in width and 18" deep, 12" of which must be in undisturbed soil and 8" or <br />more above ground. This will allow for attachment of skirting or loading <br />of structure. If a wider beam is required to accept the weight of structure, <br />that will be allowed [exp. two and three story structures require wider <br />footings]. A beam and footer design in this situation would be allowed. <br />This perimeter beam could be extended to the bottom of the structure. <br />iv. An engineered pier and beam system will be accepted but must also <br />include the outside perimeter beam as noted above; or, <br />b. A monolithic poured in place slab will be allowed for all industrialized <br />housing. It will consist of exterior beams eight inches wide and 24" thick that <br />extent into undisturbed soil one -foot. All load - bearing beams will be eight inches <br />wide or wider and 24 -inch thick or thicker as required for load and soil <br />conditions. The minimum thickness of the slab will be five inches. This slab will <br />extend no less than eight inches above of the surrounding soil and positive <br />drainage away from the slab will be provided as per building code. Permanent tie <br />down connections will be placed in this slab to be attached to the industrialized <br />structure; or, <br />c. An inverted monolithic slab will be allowed using the same criteria as in <br />section (c)(2)b. This would allow for a crawlspace under the structure. Venting of <br />crawlspace will need to be provided for along with any addition provisions <br />required by the code; or, <br />d. An inverted monolithic slab will be allowed using the same criteria as in section (c)(2)b. No <br />blocking up above the poured concrete foundation will be allowed. Minor shimming is <br />allowable. <br />(3) Value means the taxable value of the industrialized housing and lot after installation <br />of the housing. <br />(d) Any person who intends to construct, erect, install, or move any <br />industrialized housing into the city shall first submit all required applications to <br />
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