Parking Garage
9th & Orange Street Parking Garage
Location: Wilmington, Delaware
Architect: Tevebaugh & Associates
Approximate Date of Completion: 2005
Design of a new six story post tensioned parking garage. Garage was formulated in a double helix configuration with stairs and elevators on both sides of the facility accessible from the street level. Garage consisted of below grade levels to allow for return traffic. The building consisted of a precast panel veneer supported from the concrete structure. In addition to the parking structure, the building was designed to support multiple levels of residential units above the garage.
10th & Washington Street Parking Garage
Location: Wilmington, Delaware
Architect: Gensler
roximate Date of Completion: 2007
Design of a new six story precast concrete parking garage consisting of 30 foot by 60 foot structural bays with a column and beam system. The lateral system consisted of precast concrete shear walls supported on a deep auger-cast pile foundation system with a slab on grade level Due to the occupancies, portions of the garage consisted of a fireproofed concrete system to achieve a hire fire rating. The garage also consisted of cast=in-place concrete washes and ornamental steel.
MBNA (Bank of America) Customer Contact Center & Parking Garage
Location: Newark, New Jersey
Architect: Bernardon
Approximate Date of Completion: 2002
Design of a new four story office center for the intended tenant. Building construction consisted of a composite steel and concrete floor system with a steel frame structure. The lateral system consisted of a steel moment frame with flexible wind connections. The exterior wall system was constructed of a stacked and supported brick veneer with a combination of strip and punch windows. The back-up for the brick veneer consisted of a cold formed metal wall system.. The foundations consisted of a conventional spread footing system with a slab on grade ground floor. The facility contained a multi-level conventionally reinforced parking garage in a double helix formation. Between the office building and parking garage was a plaza level covering additional parking and allowing access for both emergency vehicles and utility vehicles for building operations.
Christina Care Health Systems Lot 'F' Parking Garageet Parking Garage
Location: Christina, Delaware
Architect: Moonlight Architecture / EDiS Company (Design Build Contractor)
roximate Date of Completion: 2016
Design of a new single elevated story precast concrete parking garage consisting of 30 foot by 60 foot structural bays with a column and beam system. The lateral system consisted of precast concrete shear walls supported on a conventional spread footing foundation system with a paved grade level. The new parking deck was constructed over an existing parking lot and was required to maintain the existing parking with clearances for emergency vehicles.
ENDO Pharmaceuticals Headquarters
Location: Malvern, Pennsylvania
Architect: L2 Partridge
Approximate Date of Completion: 2014
Design of two new five story office headquarters and entrance link for the intended tenant. Building construction consisted of a composite steel and concrete floor system with a steel frame structure. The lateral system consisted of a cross brace frame lateral system with bracing located near elevators and stairs throughout the building. The exterior wall system was constructed of prefabricated precast wall panels supported on the steel frame system. The foundations consisted of a conventional spread footing system with a slab on grade ground floor. In addition to the two office buildings, a new parking deck was constructed as a single level with a future option to add a second level. The parking garage was constructed design-build and consisted of 45 foot by 60 foot bays with precast wall panels throughout for lateral resistance.
Location: Wilmington, Delaware
Architect: Tevebaugh & Associates
Approximate Date of Completion: 2005
Design of a new six story post tensioned parking garage. Garage was formulated in a double helix configuration with stairs and elevators on both sides of the facility accessible from the street level. Garage consisted of below grade levels to allow for return traffic. The building consisted of a precast panel veneer supported from the concrete structure. In addition to the parking structure, the building was designed to support multiple levels of residential units above the garage.
10th & Washington Street Parking Garage
Location: Wilmington, Delaware
Architect: Gensler
roximate Date of Completion: 2007
Design of a new six story precast concrete parking garage consisting of 30 foot by 60 foot structural bays with a column and beam system. The lateral system consisted of precast concrete shear walls supported on a deep auger-cast pile foundation system with a slab on grade level Due to the occupancies, portions of the garage consisted of a fireproofed concrete system to achieve a hire fire rating. The garage also consisted of cast=in-place concrete washes and ornamental steel.
MBNA (Bank of America) Customer Contact Center & Parking Garage
Location: Newark, New Jersey
Architect: Bernardon
Approximate Date of Completion: 2002
Design of a new four story office center for the intended tenant. Building construction consisted of a composite steel and concrete floor system with a steel frame structure. The lateral system consisted of a steel moment frame with flexible wind connections. The exterior wall system was constructed of a stacked and supported brick veneer with a combination of strip and punch windows. The back-up for the brick veneer consisted of a cold formed metal wall system.. The foundations consisted of a conventional spread footing system with a slab on grade ground floor. The facility contained a multi-level conventionally reinforced parking garage in a double helix formation. Between the office building and parking garage was a plaza level covering additional parking and allowing access for both emergency vehicles and utility vehicles for building operations.
Christina Care Health Systems Lot 'F' Parking Garageet Parking Garage
Location: Christina, Delaware
Architect: Moonlight Architecture / EDiS Company (Design Build Contractor)
roximate Date of Completion: 2016
Design of a new single elevated story precast concrete parking garage consisting of 30 foot by 60 foot structural bays with a column and beam system. The lateral system consisted of precast concrete shear walls supported on a conventional spread footing foundation system with a paved grade level. The new parking deck was constructed over an existing parking lot and was required to maintain the existing parking with clearances for emergency vehicles.
ENDO Pharmaceuticals Headquarters
Location: Malvern, Pennsylvania
Architect: L2 Partridge
Approximate Date of Completion: 2014
Design of two new five story office headquarters and entrance link for the intended tenant. Building construction consisted of a composite steel and concrete floor system with a steel frame structure. The lateral system consisted of a cross brace frame lateral system with bracing located near elevators and stairs throughout the building. The exterior wall system was constructed of prefabricated precast wall panels supported on the steel frame system. The foundations consisted of a conventional spread footing system with a slab on grade ground floor. In addition to the two office buildings, a new parking deck was constructed as a single level with a future option to add a second level. The parking garage was constructed design-build and consisted of 45 foot by 60 foot bays with precast wall panels throughout for lateral resistance.