Current workspace kernels were executed headlessly. A separate original adapter reproduces the engineer’s foundation arithmetic. The new adapter has not been installed as a native client module.
P6 demand / quoted allowable
27% of quoted allowable
Static toe / quoted bearing allowable
74% of quoted allowable
Seismic toe / quoted bearing allowable
82% of quoted allowable
Geotechnical basis conflict
The March 2011 distress-repair report states 500 psf skin and 2,000 psf tip resistance; the September 2026 calculation uses 500 and 3,000. Neither comparison determines current applicability. At the stated 30-inch diameter and eight-foot embedment, source scenarios give about 41 kip versus 46 kip allowable. P6 demand is about 30% versus 27%. The responsible engineer must establish the applicable current basis.
Scope and retained differences
The existing simple-support kernel rejects whole GB-5 because it has an overhang. A separate equilibrium adapter reproduces its source loading; it does not recompute full reinforced-concrete capacity/deflection.
A small source moment difference and one pile-table rounding residual are preserved.
The updated adapter rejects missing, nonfinite or impossible embedment/total-depth combinations; valid source-case arithmetic is unchanged.
Open engineering basis
A recovered 2011 distress-repair report states 2,000 psf pile tip; the 2026 calculation uses 3,000 psf. Both scenarios are recorded; the responsible engineer must establish the applicable current basis.
Verify geotechnical500psfside/3000psftip and2,000psf bearing applicability/actual embed and founding conditions.
Source cover says2022LABC while ENERCALC outputs showIBC2024,loadsetIBC2021 andSDCA; responsible engineer must reconcile code/basis.
Resolve actual slab/retaining wall restraint, continuous load path, reinforcement/development/shear, lateral/uplift/group effects and settlement.
Printed11.5ft maximum wall description versus12ft retained-height input needs source-model datum reconciliation.
GB5 source moment differs slightly from exact printed-input statics; no engineering pass is inferred.
Demand/load paths forP1/P2/P5 not in the located current addendum.