19 Miss. Code. R. 7-5.06.8 - Pier Spacing and Placement
- § 19-7-5.06.8.1 - Placement of Door and Window Support Piers
- § 19-7-5.06.8.2 - Placement of End Support Piers
- § 19-7-5.06.8.3 - Placement of Piers Under Concentrated Loads
- § 19-7-5.06.8.4 - Placement of Perimeter Support Piers
- § 19-7-5.06.8.5 - Piers for Homes Installed In Designated Flood Area
A. To assure proper
pier spacing and placement for all Factory-Built homes, the piers shall be
located in accordance with the Factory-Built home installation instructions. If
the Factory-Built home installation instructions are not available for a used
home, piers for single section homes are to be placed under each longitudinal
I-beam not to exceed 8 ft. on center spacing for homes that are 14 ft. wide or
less and 6 ft. on center for homes that are over 14 ft. wide, in the minimum
soil bearing capacity of 2,000 psf. End piers shall be no more than two (2)
feet and no less than one (1) foot from the end of each I-beam.
B. The pier spacing under each longitudinal
I-beam for all used Factory-Built homes (single wide or multi-section) having a
Wind Zone II classifications shall be no greater than 6 ft. on center.
C. Piers for used multi-section
homes are to be placed under each longitudinal I-beam not to exceed 6 ft. on
center spacing. For used multi-section homes, piers are to be placed under the
center marriage line no less than one (1) foot from each end, under ridge beam
support columns, and under both sides of openings at the marriage line greater
than 12 ft. All marriage wall support piers shall be placed perpendicular to
the mate line of the two sections of the home.
Notes
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.
No prior version found.