The building at 18 Stafford Street is located in the city of Toronto and is bordered by Wellington Street to the south, Stafford Street to the east, Canniff Street to the north and, Strachan Avenue to the west. The property consists of a 11-storey mid-rise residential building with a rooftop patio and an underground parking garage. The building was constructed circa 2004.
The balcony construction consists of normally reinforced cast-in-place concrete and the balconies are enclosed with a railing system surface mounted to the balcony slabs at the slab edge. The guards consist of pickets all around.
Elarge is providing consulting engineering services including site investigation and reporting; preparation of specification and contract documents; assistance with tendering, field review and contract administration.
155 Balliol Street
This high-rise residential apartment building was constructed circa 1978. The 15-storey apartment building has balcony on each floor. It was noted in the reserve fund study the intention to repair the balconies.
Elarge has provided consulting engineering services including specifications and drawings, assistance with tendering and contract administration.
80 Warren Street
Elarge was retained to perform a balcony repair at 80 Warren Street. The balconies at the above noted property presented deteriorated concrete and a deteriorated railing system.
The structure of the balconies comprised of a cantilevered concrete slab supported by a steel beams.
Elarge also prepared specifications and drawings and provided contract administration services for the required remedial work.
205 Cusburn Avenue
This mid-rise residential apartment building was constructed circa 1974. The 8-storey apartment building has balcony on each floor.
Elarge has provided consulting engineering services including specifications and drawings, assistance with tendering and contract administration.
Riviera Apartments
Elarge was retained to perform a balcony repair at Riviera Apartments. The balconies at the above noted property presented deteriorated concrete and a deteriorated railing system.
The structure of the balconies comprised of a structurally reinforced cantilevered concrete slab.
Elarge also prepared specifications and drawings and provided contract administration services for the required remedial work.
