Russo's Catering Facility
Russo's Catering Facility
PE performed the foundation and structural design and construction support services of the (3)-story steel framed with composite concrete floor building. The construction support services included steel sheeting and shoring design, controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly. The cellar is below the water level at the adjacent canal.
Russo's Catering Facility
PE performed the foundation and structural design and construction support services of the (3)-story steel framed with composite concrete floor building. The construction support services included steel sheeting and shoring design, controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly. The cellar is below the water level at the adjacent canal.
Russo's Catering Facility
PE performed the foundation and structural design and construction support services of the (3)-story steel framed with composite concrete floor building. The construction support services included steel sheeting and shoring design, controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly. The cellar is below the water level at the adjacent canal.
Russo's Catering Facility
PE performed the foundation and structural design and construction support services of the (3)-story steel framed with composite concrete floor building. The construction support services included steel sheeting and shoring design, controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly. The cellar is below the water level at the adjacent canal.
Russo's Catering Facility
PE performed the foundation and structural design and construction support services of the (3)-story steel framed with composite concrete floor building. The construction support services included steel sheeting and shoring design, controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly. The cellar is below the water level at the adjacent canal.
Russo's Catering Facility
PE performed the foundation and structural design and construction support services of the (3)-story steel framed with composite concrete floor building. The construction support services included steel sheeting and shoring design, controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly. The cellar is below the water level at the adjacent canal.
Russo's Catering Facility
PE performed the foundation and structural design and construction support services of the (3)-story steel framed with composite concrete floor building. The construction support services included steel sheeting and shoring design, controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly. The cellar is below the water level at the adjacent canal.
Millennium Toyota
Millennium Totoyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Millennium Toyota
PE handled the structural design from phase “a” to “z”. Foundation, connections, shop drawings and a host of planning to reviewing were integral to getting the mega structure completed. The projected was successfully completed on time and on budget.
Press Building
Richner Communications (Press Building)
PE performed the foundation and structural design and construction support services of the 80,000 SF (2)-story steel framed with composite concrete floor building. The design was based on NY State Building Code requirements. The construction support services included controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly.
Richner Communications (Press Building)
PE performed the foundation and structural design and construction support services of the 80,000 SF (2)-story steel framed with composite concrete floor building. The design was based on NY State Building Code requirements. The construction support services included controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly.
Richner Communications (Press Building)
PE performed the foundation and structural design and construction support services of the 80,000 SF (2)-story steel framed with composite concrete floor building. The design was based on NY State Building Code requirements. The construction support services included controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly.
Richner Communications (Press Building)
PE performed the foundation and structural design and construction support services of the 80,000 SF (2)-story steel framed with composite concrete floor building. The design was based on NY State Building Code requirements. The construction support services included controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly.
Richner Communications (Press Building)
PE performed the foundation and structural design and construction support services of the 80,000 SF (2)-story steel framed with composite concrete floor building. The design was based on NY State Building Code requirements. The construction support services included controlled inspections of concrete, masonry, and steel, generating shop drawings, design of connections, and assembly.
Transfer Stations
Hillburn (NY)
PE performed the foundation and structural design and construction support services of the transfer station building. The design was based on NY State Building Code requirements. The construction support services included re-design of the steel trusses, steel push walls, and foundation repairs.
Hillburn (NY)
PE performed the foundation and structural design and construction support services of the transfer station building. The design was based on NY State Building Code requirements. The construction support services included re-design of the steel trusses, steel push walls, and foundation repairs.
Hillburn (NY)
PE performed the foundation and structural design and construction support services of the transfer station building. The design was based on NY State Building Code requirements. The construction support services included re-design of the steel trusses, steel push walls, and foundation repairs.
Hillburn (NY)
PE performed the foundation and structural design and construction support services of the transfer station building. The design was based on NY State Building Code requirements. The construction support services included re-design of the steel trusses, steel push walls, and foundation repairs.
Integrated Waste Services (NJ)
PE performed the pile foundation design and construction support services of the transfer station building. The design was based on NJ State Building Code requirements. The construction support services included foundation design of the new bailer and compactor equipments.
Integrated Waste Services (NJ)
PE performed the pile foundation design and construction support services of the transfer station building. The design was based on NJ State Building Code requirements. The construction support services included foundation design of the new bailer and compactor equipments.
Integrated Waste Services (NJ)
PE performed the pile foundation design and construction support services of the transfer station building. The design was based on NJ State Building Code requirements. The construction support services included foundation design of the new bailer and compactor equipments.
American Airlines Airport Terminal
John F. Kennedy Airport (NY)
PE Performed the design and construction support services of the 60 feet high wall at AA terminal. The design utilized built-up sections of light gauge framing to meet design criteria for lateral and vertical loads. The construction support services included preparation of shop drawings, verification of conntections and assembly.
John F. Kennedy Airport (NY)
PE Performed the design and construction support services of the 60 feet high wall at AA terminal. The design utilized built-up sections of light gauge framing to meet design criteria for lateral and vertical loads. The construction support services included preparation of shop drawings, verification of conntections and assembly.
John F. Kennedy Airport (NY)
PE Performed the design and construction support services of the 60 feet high wall at AA terminal. The design utilized built-up sections of light gauge framing to meet design criteria for lateral and vertical loads. The construction support services included preparation of shop drawings, verification of conntections and assembly.
John F. Kennedy Airport (NY)
PE Performed the design and construction support services of the 60 feet high wall at AA terminal. The design utilized built-up sections of light gauge framing to meet design criteria for lateral and vertical loads. The construction support services included preparation of shop drawings, verification of conntections and assembly.
John F. Kennedy Airport (NY)
PE Performed the design and construction support services of the 60 feet high wall at AA terminal. The design utilized built-up sections of light gauge framing to meet design criteria for lateral and vertical loads. The construction support services included preparation of shop drawings, verification of conntections and assembly.
Jones Beach Theatre
Jones Beach (NY)
PE performed the design of all precast concrete stadia, parapet walls, and slabs during construction. A re-design of all connections of concrete to steel framing was performed due to alignment problems encountered during erection. The design was based on NY State Building Code requirements.
Jones Beach (NY)
PE performed the design of all precast concrete stadia, parapet walls, and slabs during construction. A re-design of all connections of concrete to steel framing was performed due to alignment problems encountered during erection. The design was based on NY State Building Code requirements.