Sun. Apr 19th, 2026

Torre 300

Torre 300 stands as a landmark high-rise in Mexico City’s financial district, rising  174.8 meters above ground and comprising 51 floors. Completed in 2018, the mixed-use tower integrates office spaces, a boutique hotel, luxury apartments, and an elevated public plaza. Its slender profile, sculpted façade, and innovative engineering solutions make it a prominent case study in contemporary Mexican architecture.

Site Context and Urban Integration

Location and Land Use

Situated on a 9,200-square-meter lot at the intersection of Paseo de la Reforma and Río Lerma, Torre 300 replaces a mid-century office block. The site’s proximity to rapid transit lines and major arterial roadways dictated a design that maximizes pedestrian permeability while mitigating traffic impacts.

Public Realm and Podium Design

The three-level podium creates an elevated plaza, 5 meters above street grade, with landscaped terraces and water features. Retail outlets line the podium’s perimeter, activating the street edge. Subterranean parking extends three floors below grade for 750 vehicles, with adjacent bicycle storage and electric-vehicle charging stations.

Architectural Design

Massing and Form

The tower’s tapering profile reduces wind forces and accentuates its verticality. The floor plate transitions from 1,600 square meters at the base to 1,000 square meters near the roof. A 15-degree rotation at the mid-height sky lobby optimizes views toward Chapultepec Park and the historic center.

Façade Articulation

Double-glazed unitized panels feature frit patterns that modulate solar gain. Horizontal aluminum sunshades project 0.8 meters on south and west elevations. Corner bays are chamfered to reduce vortex shedding and minimize façade vibration under high winds.

Structural Engineering

Primary Load-Bearing System

The structural system employs a cast-in-place reinforced concrete core, 800 millimeters thick, resisting lateral loads. Perimeter moment frames of composite steel-concrete columns and beams provide additional stiffness and reduce drift.

Outrigger and Belt Truss Strategy

Three belt trusses at levels 15, 30, and 45 connect the core to perimeter columns, forming outriggers that distribute overturning moments. Each belt truss spans 24 meters and uses grade 420 MPa steel profiles.

Foundation System

Geotechnical Conditions

Borehole investigations reveal 12 meters of fill and alluvial silts over dense volcanic tuffs. Groundwater table sits 6 meters below grade, necessitating dewatering during excavation.

Pile-Raft Hybrid Foundation

A 1,200-square-meter raft foundation, 1.2 meters thick, sits atop 140 bored auger piles, each 1.2 meters in diameter and extending 30–45 meters into the bedrock. The hybrid system limits differential settlement to under 25 millimeters.

Building Envelope and Thermal Performance

Insulation and U-Values

The curtain wall achieves a U-value of 0.27 W/m²K. Low-iron laminated glass with selective low-emissivity coating reduces visible light obstruction to 25% while blocking 65% of solar infrared radiation.

Air-Tightness and Water Ingress

Facade panels are sealed with silicone gaskets and pressure equalization joints, achieving an air leakage rate below 1.2 m³/h·m² at 300 Pa. A two-stage drainage plane diverts wind-driven rain.

Mechanical, Electrical, and Plumbing (MEP) Systems

HVAC and Energy Systems

The central plant includes:

  • Four magnetic-bearing chillers, 4,200 kW each
  • Two condensing boilers, 3,000 kW total
  • Chilled-beam terminals in office zones for quiet, efficient cooling

Variable frequency drives on all pumps and fans reduce motor energy by 20%.

Electrical Distribution

Main switchgear rated at 15 MVA supplies a 400/230-volt three-phase network. Two 2.5 MVA diesel generators back up life-safety and core systems. Lighting is 100% LED with daylight harvesting controls.

Water Management

Daily potable water demand is 270 m³. A greywater recycling loop treats and reuses 70% of wastewater for toilet flushing and landscape irrigation. A 220-m³ rainwater cistern captures monsoon runoff.

Vertical Transportation

Elevator Configuration

  • 16 passenger elevators grouped into low-rise, mid-rise, and high-rise banks
  • Maximum speed of 7 m/s
  • Sky lobbies on levels 20 and 40 reduce hoistway count

Service and Emergency Lifts

Two service elevators handle freight and waste, each rated at 2,500 kg. A dedicated firefighter elevator with emergency backup power provides protected access to all floors.

Fire Protection and Life Safety

Egress and Pressurization

Three pressurized stairwells, each 2.1 meters wide, comply with egress capacity for 3,200 occupants. Smoke curtains deploy at corridor openings to channel fumes toward roof vents.

Detection and Suppression

An addressable fire-alarm system links 1,200 smoke detectors and 600 heat sensors. Wet pipe sprinklers cover all habitable spaces, designed for a density of 0.75 L/min/m². Fire pumps deliver 1,200 L/min at 12 bar.

Sustainability and Certification

Green Building Targets

Torre 300 aims for LEED Platinum and WELL Gold. Key strategies include:

  • Photovoltaic panels on roof and south-facing terraces (620 kW peak)
  • Dedicated outdoor air systems with enthalpy wheels
  • Extensive green roofs covering 1,800 m² for stormwater retention and thermal buffering

Energy Performance

Annual Energy Use Intensity is 78 kWh/m². Peak demand shaving via 850 kWh battery storage and predictive energy management yields a 25% reduction in utility costs.

Construction Methodology

Prefabrication and Modularization

Bathroom pods and MEP riser modules were built off-site and installed sequentially, cutting on-site labor by 35%. Façade units arrived pre-glazed and pre-sealed, enabling four panel installations per day.

Safety and Quality Control

A BIM-driven coordination process flagged 1,400 clashes before construction. Drone surveys monitored steel erection tolerances within ±10 millimeters.

Technical Specifications Summary

Parameter Value
Height 174.8 m
Floors 51 above ground, 6 below
Floor Area 37,898 m2
Core Wall Thickness 800 mm
Pile Count and Diameter 140 piles, 1.2 m diameter
Chiller Capacity 16,800 kW
Generator Backup 5 MVA total
Elevator Quantity 18 (including service lifts)
Façade U-Value 0.27 W/m²K
Rainwater Storage 220 m³
PV Peak Capacity 620 kW
EUI 78 kWh/m²/year

Future Adaptability and Innovations

Looking ahead, Torre 300’s design accommodates sensor-driven façades that adjust tint dynamically, and open-loop geothermal wells to supplement HVAC. Integration of a digital twin will enable real-time performance optimization and predictive maintenance for decades to come.

Torre Santa Fe 300