Structural PE Stamp in Nashville, TN: Metro Codes Review and ePermits

Nashville's ePermits portal is the single intake for structural review across the consolidated government: application, sealed drawing upload, fee payment, reviewer assignment, correction cycles, and approval all live in one tracked system. Metro Codes' structural reviewers work from the adopted building code and expect the calculation package to reference the correct edition explicitly. Their comments tend to be specific and technical — a missing collector detail, a foundation detail that doesn't match the geotech report, a diaphragm nailing schedule that doesn't support the stated shear. We write our submittals for that level of reader: every calculation indexed to its drawing sheet, every assumption stated, every delegated-design item designated as a deferred submittal with criteria. Precision in, precision out.

Our responsible-charge review for Nashville structural work starts below grade: the geotechnical report's recommendations implemented in the foundation drawings, karst considerations addressed where the report flags them, and special-inspection requirements noted for foundation work. Above grade, we trace the complete load path — gravity framing sized for actual loads, a lateral system with continuous diaphragms, collectors, and shear walls or frames detailed for the adopted wind and seismic parameters, and connections designed for the forces they actually carry. We check that the drawings match the calculations member for member, and that nothing structural was left to 'field verify' without a defined verification plan. This is the engineering the seal certifies: a design that has been checked, corrected, and checked again before it ever reaches Metro Codes.

A Nashville structural package is ready for ePermits when these items are verified. Metro Codes rewards submittals that read cleanly. • Jurisdiction confirmed within Metro Nashville/Davidson County (neighboring counties are separate AHJs) • Calculation package indexed to drawing sheets with the adopted code edition referenced • Foundation design implementing the geotechnical report, with karst considerations addressed • Continuous load path: diaphragms, collectors, and lateral elements fully detailed • Special inspections called out on the drawings where required • Deferred-design items designated as deferred submittals with design criteria • Existing-structure field verification completed for renovations before the PE seals