Structural PE Stamp in Dallas, TX: What Gets Reviewed Before Sealing?

The geotechnical report is the foundation of the foundation design in Dallas, and the PE's review treats it that way. I check the boring logs for the depth of the active moisture zone, the plasticity index for how aggressive the swell potential is, and the engineer's recommended system — then I verify the structural drawings actually implement those recommendations rather than defaulting to a generic detail. Drilled piers need proper embedment below the active zone; slabs need the stiffening and reinforcement the report calls for; and every foundation in this market needs moisture control detailing at the edges, because differential wetting is what moves the soil unevenly. The sealed set shows the design criteria, references the report, and details the water management that keeps the clay stable.

Dallas wind design is not theoretical here, and the review reflects that. The PE independently verifies the lateral calculations: the wind pressures used, the distribution of forces through diaphragms to the vertical resisting elements, drift limits, and the capacity of every connection in the load path. I pay particular attention to roof-to-wall anchorage and holdown detailing, because uplift failures start at connections, not in members. On larger or irregular buildings I also check torsional effects and diaphragm flexibility assumptions — the places where simplified analysis quietly breaks down. The sealed drawings show the wind design criteria, the lateral system clearly delineated, and connection details with calculated capacities, so the ProjectDox reviewer can confirm compliance without guessing at the engineer's intent.

A Dallas structural package is ready for the PE's review — and then for ProjectDox — when these items are resolved. Foundations and lateral connections earn the most preparation in this market. • Geotechnical report with boring logs, plasticity data, and foundation recommendations • Structural design criteria and wind parameters shown on the drawings • Gravity framing fully sized and traceable to the calculation package • Lateral system with detailed, continuous load path and uplift anchorage • Foundation details implementing the geotech recommendations, including moisture control • Structural set coordinated against architectural and MEP backgrounds