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One Times Square
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A leading full-service engineering firm renowned for our trusted, high quality, and innovative approach to solving complex challenges.

One Times Square Building Renovation

Located at 1475 Broadway in the heart of Times Square, One Times Square is one of the most recognizable buildings in the world as the home of the New Year’s Eve Ball Drop. Originally constructed in 1904 as the headquarters of The New York Times, the 26-story tower has undergone multiple renovations over its 119-year history and, in recent decades, has been largely inaccessible to the public. A $500+ million redevelopment is now transforming the historic structure into a year-round visitor destination featuring a public observation deck, museum experiences, interactive brand installations across twelve floors, new vertical transportation, and improved access to the Times Square–42nd Street subway station—while maintaining continuous operation of the globally televised New Year’s Eve celebration.

KCI, formerly McLaren Engineering Group, provided comprehensive construction engineering services throughout the renovation and retrofit of the existing building, supporting demolition, structural modification, vertical expansion, and complex construction logistics within one of the most constrained sites in New York City.

Demolition Engineering and Building Stability

The renovation required extensive selective demolition of a century-old structure containing multiple generations of construction systems, including terracotta arch slabs, built-up steel framing, and concrete systems integrated with modern interventions. We served as the filing applicant of record for demolition, preparing DOB-compliant Demolition Methods of Operation (DMO) packages that included detailed demolition drawings, means and methods, coordinated construction sequencing, shoring and bracing layouts, debris removal plans, and temporary egress provisions.

Throughout demolition and reconstruction, we performed both local and global building stability analyses to maintain structural integrity as framing was removed, modified, and reintroduced. Temporary bracing systems were designed to preserve diaphragm action and provide stability for new construction loads associated with cranes, hoists, and staged demolition activities. Sequencing and temporary works were carefully engineered to protect adjacent properties, public rights-of-way, and active MTA infrastructure beneath the site.

Crane and Heavy Lift Engineering

A critical component of the project was the design and implementation of the tower crane system. Due to sensitive MTA subway tunnels below the building, traditional street-supported crane foundations were not feasible. We engineered a cantilevered “diving board” truss at the second floor that projected from the structure to support the tower crane mast without imposing vertical loads on the street or transit infrastructure.

The magnitude of crane overturning forces required the design of counterbalancing ballast structures on the opposite side of the building to resist uplift—an uncommon solution driven by extreme site constraints. We led the full tower crane engineering scope, including crane plans, erection and dismantling sequencing, cantilevered support truss design, tie-back systems to the existing structure, and coordination with the building Engineer of Record to verify imposed loads. Early coordination with the MTA was performed to secure approvals and mitigate risk to adjacent transit facilities.

In addition, we engineered assist crane systems used to erect the tower crane, providing crane plans and sequencing and coordinating early approvals with the MTA. Mobile crane plans were also developed to support multiple phases of the renovation, including steel erection, rooftop construction, and crane dismantling.

Structural Steel, Connections, and Tekla Modeling

As part of the building’s structural transformation, we provided full connection engineering for new and modified steel framing throughout the structure. The scope included gravity framing, observation deck truss framing, lateral system upgrades, reconnected existing framing, new egress stair framing, and specialty steel elements. Early connection design—supported by engineering calculations and connection maps—gave the construction team a consistent basis for bidding and fabrication.

We also developed a fully connected Tekla model incorporating existing structural framing along with all new interior and rooftop steel. Detailed connection geometry within the model allowed the team to identify constructability challenges and resolve coordination issues prior to fabrication. This approach supported efficient sequencing and installation, helping streamline steel erection in a highly constrained urban environment.

Tekla Model of One Times Square Building Renovation
Tekla Model of One Times Square

Rooftop Expansion and Observation Deck

For the rooftop expansion, we engineered the construction sequencing and temporary support systems for a cantilevered, three-dimensional architecturally exposed structural steel (AESS) truss supporting the new observation deck. 

The work included coordination with the steel fabricator to optimize truss geometry, segment layout, rigging strategies, and field splice locations. Temporary shoring and controlled jacking operations were designed to safely transition the truss from temporary support conditions to its final self-supporting state without overstressing surrounding structural elements.

One Times Square under construction, featuring the tower crane and observation deck cantilever truss.
One Times Square under construction, featuring the tower crane and observation deck cantilever truss.

One Times Square Building Renovation Coordination and Project Significance

Throughout construction, we coordinated closely with the construction manager, demolition contractor, steel fabricator, building Engineer of Record, and city agencies including DOB, DOB Cranes & Derricks, DOT, and MTA. Given the building’s international visibility, construction activities were strategically sequenced to avoid interference with the annual New Year’s Eve Ball Drop, ensuring the landmark remained fully operational during each globally broadcast event.

The renovation of One Times Square represents a highly complex urban construction engineering effort, combining regulatory demolition engineering, unconventional crane solutions, extensive temporary works, and precise integration of new structure within a historic building. The project is transforming a globally recognized icon into a fully occupiable public destination while preserving its role as the centerpiece of New Year’s Eve celebrations worldwide.

We’re excited to share that McLaren Engineering Group is now part of KCI Technologies Inc., a 100% employee-owned firm offering engineering and consulting across all markets, and construction for communications and environmental projects.

Our commitment to excellence continues with the added strength of KCI’s full range of engineering and consulting services.

Visit KCI’s website to learn more.