Title: 7 East Redwood Street Cornice Replacement
Award Category: Exterior Wall
7 East Redwood St. Baltimore, Maryland 21202 United States
Submitted By: Steven Bentz
Building Envelope Consultants and Scientists
1103 North Washington St. Third Floor Third Floor Baltimore, MD 21213 United States
7034027121
[email protected]
Project Description and Background: Prominently positioned at the corner of East Redwood Street and Light Street in downtown Baltimore is the historic 20-story building 7 East Redwood. Erected in 1924, this architectural gem represents a pivotal point in American architectural history, as it seamlessly blends both masonry and metal construction techniques. During its construction era, this hybrid approach gained popularity, particularly for the creation of expansive industrial facilities and towering urban buildings. Spanning 153,000 sf, it has a striking exterior comprised of terracotta accent banding, brick masonry units, and limestone panels. Owned by the City of Baltimore, it serves as the central hub for various local government offices. In 2020, concerns arose regarding the structural integrity of the building’s exterior. Pieces of the terracotta accent banding were observed to be falling into the adjacent alleyway, causing alarm to the city. It was at this juncture that the BECS team was engaged to conduct a building envelope assessment, including a comprehensive façade investigation and roof valuation. Over the course of three days, the dedicated Façade Access Support Technicians, known as the FAST Team, executed eight drops along various elevations to assess the deteriorating ledge and roof system. The subsequent findings and recommendations report identified several unsafe conditions necessitating immediate repair and stabilization. The uppermost ledge became known as the water table and cornice required the highest priority due to deteriorated terracotta at the 19th floor. There were comprised mortar joints across elevations, cracks and loose masonry material beneath the water table, and sagging corners at the cornice, among other issues. Additionally, potentially hazardous conditions such as spalls at terracotta near pipes, biological growth at water tables, and various cracking concerns were identified. While prior repairs had been attempted, the majority of the sealant repairs had failed. See uploaded attachments for further details.
Scope: During the inspections, it became apparent that the terracotta had topside cracks along most of the building. Upon removing identified sections, it was discovered that the terracotta lacked proper support from the onset, succumbing to water damage and a lack of iron rod reinforcement. Given the extent of corrosion and material cracking, the team evaluated the traditional Rip Out and Replace (ROAR) approach versus Stabilize in Place (SIP) approach to address the root of the problem, especially considering the building’s historic significance. See uploaded attachments for further details.
Solution: The original design employed glass-fiber reinforced concrete supported by structural steel. However, due to extensive lead times exacerbated by COVID-related delays and protracted shop drawing process, an alternate solution was sought. The result was the utilization of CastaCota™ material, as a terracotta alternative that replicated the original terracotta in both form and function. This innovative material stands out due to its remarkably low density, making it much lighter than precast concrete or stone and allows the units to be supported in the same manner as terracotta. By using stainless steel components, the added benefit of reducing the potential for future corrosion and spalling was integrated into the project. See uploaded attachments for further details.
Value: The Consultant brought to the team various design alternative solutions, methodologies, and approaches that the Owner would not have considered without the consultant involvement. See uploaded attachments for further details.
Baltimore Development Corporation
Les Conley
36 S. Charles StreetSuite 2100Baltimore, MD 21201 United States
4107793826
Steve Bentz
1103 North Washington St. Third FloorThird FloorBaltimore, MD 21213 United States
Structural
Ian Dunn
4126 Point Hollow LnFairfax, VA 22033 United States
410-796-5000
1103 North Washington St. Third FloorUnit ABaltimore, MD 21213 United States
Image File 1:
Image File 2:
Image File 3:
Additional Info: Tremendous amounts of photos, design drawings, etc. are available.
Document File 1:
View Document Here
Video Link 1:
View Video Here
Video Link 2: