We build Texas data center shells and cores: foundations, frames, roofs, electrical and mechanical rooms and utility stubs, ready for the day gear arrives.
Shell and core is the part of a data center that can be built before the owner has finished deciding what goes inside it. The shell is the structure and envelope: foundations, floor, walls, roof. The core is the base building systems that serve every hall: the main electrical rooms, the mechanical rooms, the loading dock, the stairs and the security spaces. Together they let an owner start construction, protect the building from weather and then fit out the halls as tenants or workloads arrive.
The decision that matters is where the shell stops. A shell that stops too early leaves the owner with a weatherproof box and no way to energize anything. A shell that goes too far locks in choices about electrical gear and cooling that may change. We help owners draw that line from the power and cooling plan, then build to it.
Texas ground makes the foundation work more consequential than in many markets, and our shell schedules begin with the geotechnical report.
Developers who build on speculation and operators who build for their own use both come to us for this package. The real estate developers and site owners we work with usually want a shell that a future buyer's engineers will accept without redesign, while an enterprise data center owner wants the shell sized to a known load and a known growth plan. The shell for each looks different even when the footprint is the same.
For us a shell includes site preparation, foundations, the structural frame, the roof and the exterior walls, along with a weather-tight, dry building floor. The core adds the electrical rooms with their slabs and equipment pads, the mechanical rooms, the loading dock, vertical circulation, restrooms and a fiber entrance room. Underground, it includes the conduit and duct bank stubs that the power and cooling systems will use.
We separate these deliberately so that long-lead equipment does not hold up the building. Whether the frame is tilt-wall or precast or structural steel with roof framing is a design decision, but either way the core must be sequenced so that the electrical rooms are dry and clean before gear arrives.
Soil is the first Texas variable. A University of Texas research report prepared with TxDOT and the Federal Highway Administration describes three methods for calculating the potential vertical rise of expansive clay, one from TxDOT and two from centrifuge swell tests. Expansive clay moves with moisture, and a data hall slab cannot tolerate much movement under racks and piping. We read the geotechnical report with the structural engineer and decide whether to use drilled piers, a stiffened slab, soil treatment or removal and replacement.
Other regions bring other problems. Dallas County sits across the Austin Chalk Formation, a limestone escarpment that rises 230 feet, which affects excavation and drainage. Houston's flat, marshy ground has low-permeability clay-silt prairie soils and recurring flooding. We plan each site from its own ground, and where a prior site's solution does not fit, we say so. A foundation that worked in Dallas County limestone is not automatically right in coastal clay, and an owner with sites in both deserves two designs. The cost of that difference is small next to the cost of a slab that moves under a row of racks.
The opening phase of a shell is earthwork, foundations and slab preparation, and this is where schedule and quality are set. We keep those activities under our own supervision, with testing and inspection built in before each pour. Subgrade preparation, moisture conditioning, vapor barrier installation and reinforcement placement are checked and logged.
The same attention carries into the building envelope. A data hall needs a dry, sealed shell before electrical gear arrives, so we coordinate roofing, wall panels, doors and penetrations to the schedule of gear delivery. When equipment must be set through a wall opening before the building closes, we plan the opening, the temporary protection and the final closure as one sequence.
The shell is usually the first package through plan review. Because Texas cities adopt their own commercial code editions and amendments, we confirm the local requirements before the design is finalized. Site drainage and detention are reviewed at the same time. The Texas Water Development Board describes the first state flood plan, built from 15 regional flood plans, and while those plans are planning documents they help owners see flood risk in the region they are building in.
Floodplain location affects the finished floor elevation, the position of the electrical rooms and the routing of utilities. We ask the civil engineer to confirm the site's flood status early and to position critical equipment accordingly. Our work on stormwater and detention covers the drainage package in more detail.
The test of a shell and core schedule is the gear delivery date. We set the date by which the electrical rooms must be dry, clean and ready, then work backward through the structure, roof and walls. That date does not usually match the full-building completion date, and we plan around it. We also coordinate with the owner's gear delivery so that heavy equipment does not damage a new slab.
Owners who ask about timing should look at our guidance on fast-track scheduling. For a developer building a shell on speculation, the most useful schedule is one that shows what can be finished before a tenant is signed and what has to wait. A hyperscale buyer may take the hyperscale data center shell as built and complete it, so we keep the as-built drawings and test records in a form a second contractor can use. Owners also ask us what happens to the schedule when the utility date moves; we answer that by keeping the shell on its own track, finishing it on time and leaving the fit-out to follow the power.
Send the site, the geotechnical report if you have one and a target load. We will return a shell scope, a core scope and the schedule for each, along with a short list of ground and flood questions to settle early.
Some developers do, particularly where a power position is scarce. A shell on speculation lets you control the schedule and show buyers a real building, but it ties up capital and may not match the buyer's design. We help owners define a shell that is flexible enough for different layouts and price the cost of leaving room.
The base building systems that every hall will use: electrical rooms, mechanical rooms, the loading dock, circulation and security spaces. The shell is the enclosure; the core is what makes it usable. Where the line sits depends on how far the owner wants to commit before fit-out.
We read the geotechnical report with the structural engineer and choose a foundation system for the soil, such as piers, a stiffened slab or soil improvement. The aim is to limit slab movement under racks and pipe, and the choice depends on the potential vertical rise the soil can produce.
They can. If the site is in or near a floodplain, finished floor elevation, the position of critical equipment and the drainage plan all change. We ask the civil engineer to confirm flood status early and design the electrical rooms above the risk level.