19 MAC Pt. 7, R. 5.06.6
Required Piers and Anchorages
Cite as 19 Miss. Admin. Code Pt. 7, R. 5.06.6
Required Piers and Anchorages
A. All used Factory-Built homes are required to have diagonal and longitudinal anchors
with tie downs to restrict the unit from being pushed from the main support piers. These
diagonal anchors and tie down straps also restrict overturning of the structure. Additional
over-the-top tie downs or vertical side wall tie downs to restrict overturning are required for
some Factory-Built home installations based on the Wind Zone designation of the home.
When a used Factory-Built home is relocated (secondary move) all of the original or existing
diagonal, longitudinal and vertical tie downs for the wind zone designation of the home must
be reinstalled, however, no anchors removed from the previous installation site shall be used
at the new installation site. The installer is required to obtain photographs of all the tie
downs and existing brackets present on the home before the home was moved to validate the
set-up of the home at the new location.
B. Piers or load bearing support or devices shall be designed and constructed to evenly
distribute the loads. The maximum pier loads are listed in Table III and Table IV. Piers
shall be securely contacting each I-beam of the Factory-Built home and shall extend at least
six (6) inches from the centerline of each I-beam. Other types of load bearing supports or
devices shall be listed or approved for the use intended.
TABLE III – MAXIMUM PIER LOAD IN POUNDS
Number of
Concrete Blocks
Soil Bearing Value
Maximum
Allowable Load
1,000 lbs./square foot
4,800 lbs.
2,000 lbs./square foot & greater
9,600 lbs.
* ABS Pad types include the following:
13 ¼” x 26 ¼” Pad
2.395 square feet
ID#4148 4 or
20” x 20”
Pad 2.777 square feet
ID#1055 7
TABLE IV - MAXIMUM PIER LOAD
Type
ABS Pad
Configuration
ABS
Pad Area
(in square
inches)
Soil Bearing Capacity PSF (in pounds)
Remarks
1-16 x 16
w/1 or w/2 CMUs
Max: 5340 #
1-18.5 x 18.5
w/1 CMU
Max: 5600 #
1-18.5 x 18.5
w/2 CMUs
Max: 7125 #
2-13.13 x 26.13
w/1 CMU
Max: 6400 #
1-18.5 x 18.5
w/1 CMU
ID# SPA 264 1 1
Max: 7125 #
1-20 x 20
w/1 CMU
Max: 5600 #
1-20 x 20
w/2 CMUs
Max: 8333 #
All pad sizes shown are nominal dimensions and may vary up to 1/8 inch.
C. Pier foundations shall be installed directly under each I-beam of the Factory-Built home.
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 when using a minimum soil bearing
capacity of 2,000 psf. End piers shall be placed no more than two (2) feet and no less than
one (1) foot from the end of each I-beam.
D. For used homes, having no manufacturers installation instructions, of widths over 14 ft,
piers shall be placed under each I-beam no further apart than 6 ft. on centers, when using a
minimum soil bearing capacity of 2,000 psf. End piers shall be placed no more than two (2)
feet and no less than one (1) foot from the end of each I-beam.