Foundation per PFGMH § 3
Piers, footings, soil bearing, anchoring — the structural transfer of all loads to underlying soil
F1 is by length and by stakes the largest finding in the certification. The PFGMH establishes that a permanent foundation must transfer all dead, live, wind, and seismic loads from the manufactured home through piers and footings to the underlying soil — and that the connection between the home's steel frame and those piers must resist uplift, lateral, and shear forces under design loads.
2.1.aWhat the PE verifies in the field
- Pier count, spacing, height. PFGMH specifies maximum pier spacing along the main I-beams (typically 6′0″ or 8′0″ depending on the home's design loads); the PE measures actual spacing and verifies pier count matches the home's set-up requirements.
- Pier construction and material. Concrete block, ABS plastic, or steel piers — each has different bearing capacities and stacking limits. PFGMH allows specific configurations; jury-rigged stacks of cinder blocks generally don't pass.
- Footing dimensions and depth. Footings must extend below the local frost line and bear on undisturbed soil with adequate bearing capacity. PE verifies dimensions where visible; soil bearing is assessed against the regional soil-bearing assumption stated in the PFGMH default tables.
- Pier-to-frame contact. Each pier must make positive contact with the home's main I-beam through an appropriately sized cap plate. Crushed or missing cap plates, gaps, or shims indicate movement.
- Anchoring system. Ground anchors (helical or driven) per PFGMH spacing and strap configuration. PE verifies anchor type, embedment depth where evident, strap angles, and strap-to-frame attachment.
2.1.bMost common F1 failures
- Insufficient pier count. Pier spacing exceeded PFGMH maximum — usually because piers settled or were never installed at corner and intermediate locations.
- Pier-to-frame gap. Visible gap between pier cap and I-beam, indicating either settlement of the pier or upward movement of the home (typically wind events on under-anchored homes).
- Strap geometry. Ground anchor straps installed at angles outside PFGMH's allowed range — usually because the original installer guessed.
- Footing on disturbed soil. Pier set on fill that wasn't compacted, or directly on grass with no footing. Recoverable by adding properly bedded footings.
2.1.cRemediation path
F1 failures are usually fixable by a manufactured-home installer or qualified general contractor. Add piers, replace cap plates, re-set ground anchors, add footings. Re-inspection after remediation is billed at $185 if the original field visit was within 90 days.