Sub-structure Clause Samples
Sub-structure. The foundation design for Canada Way Phase 2 will be based on the Geotechnical report prepared by ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ and ▇▇▇▇▇ Ltd. dated January 3, 1991 and November 25, 1998. The building foundation will consist of strip and pad footings. Strip footings will be a minimum of 400-mm wide and mounded at least 500-mm below grade to prevent any frost action that may occur. The slab-on-grade will be underlain by a drainage layer, which will consist of a minimum of 150 mm of clean granular fill. This drainage layer and the footing drains around the perimeter of the basement will connect to the storm drainage system. Structure General The structure will be designed in accordance with the British Columbia Building Code 1998. The structural floor system for the entire structure inclusive of all upper office floors of Building A, B, and C, and suspended parking levels, will be cast in place reinforced concrete slabs and slab bands supported by reinforced concentrate columns, elevator shafts, stair shafts and shear-walls. This system will provide good vibration control characteristics and an economical serviceable floor with an inherent ability to provide column free spaces where necessary. The perimeter basement retaining walls, elevator and stair shafts, and shear-walls will be cast in place reinforced concrete. The lateral system will consist of the reinforced concrete stair and elevator shafts plus reinforced concrete walls at the washroom locations. These lateral elements will carry down to foundation. In addition, the perimeter concrete retaining walls will be used for lateral load resistance at the lower levels. Parking Levels The car parking levels will be designed for a live load of 2.4 kPa (50 psf). Access to loading bay and loading bay area will be designed for 12 kPa (250 psf). Parking at foundation level will consist of a concrete slab on grade. Corrosion Protection System in accordance with CAN.CSA-S413-94 Parking Structures will be provided for all suspended parking levels. Upper Floor Office Levels The floors are predominantly office area and will be designed for a minimum live load of 3.1kPa(65psf). Roof Roof will be cast in place concrete construction similar to the office floor. The design loading will be the applicable snow loads with provision for snow build-up where applicable. MECHANICAL Design Criteria Outdoor Conditions Winter- -9C DB, 25 km/hour wind speed Summer- +28C DB, 20C WB, 122 km/hour wind speed Indoor Conditions Winter- 22C DB Summer- ...
Sub-structure. On completion of abutments, piers upto the abutment/ pier cap including wing/ return/ retaining wall upto top 31.84%
Sub-structure. (ii) Sub Structure:
Sub-structure. The sub structure of Care Trust Plus will consist of four commissioning groups of general practices where aggregate practice lists represent the population group (circa 40,000). The health and social care needs of this population group will be assessed and met through individual, practice and group based commissioning, working in partnership with others delivered through holistic commissioning plans. The aims of the commissioning groups are: Implementation of agreed strategic priorities at a local level taking account of the different needs priorities / ambitions informing the strategic commissioning plan Developing specifications, performance indicators and outcomes for commissioned services. Shaping the market through specific and collaborative actions. Development of care pathways within and beyond the cluster through effective clinical leadership / engagement. Partnership of equals – a series of collaborative and commissioning relationships between practices and social care. Bringing services as local as possible (a community governance model has been developed to support this). Being accountable and responsible for key deliverables within the Care Trust Plus. A Pathfinder project will support the development of commissioning groups within an agreed set of governance arrangements. This will be the focus of much of the innovation and sharing of best practice to support the development of the new organisation.