Show a general arrangement, floor plan, roof plan, and sectional elevation for the design specifications. Here is

Show a general arrangement, floor plan, roof plan, and sectional elevation for the design specifications.

  

 

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Here is a summary of the design requirements for the multi-storey building: The building will have a mono-pitch roof at a 10 degree angle. • The first two floors will be supported by a steel frame with no more than one line of internal columns. • Internal walls will be lightweight stud partitions. The ground floor will have an 8 meter wide column free reception zone. ● • The floors will be precast prestressed concrete planks with 75mm screed topping. • The top floor function room must be completely free of internal columns. • The external walls will be cavity masonry with 1.5 meter high glazing bands starting 1 meter above each floor. • Steel bracing will be permitted within the lift and stair core walls. • The roof will be insulated steel sheeting supported on cold formed purlins. ● S275 grade steel should be used throughout. • The design must provide fire resistance as required by building regulations. The key design considerations will therefore be: • The steel frame and column layout to allow column free ground floor and top floor • The size and type of steel beams and columns • Foundation design for the steel columns • Details of the precast concrete floors and screed • The masonry wall construction and glazing details • The roof construction using insulated steel sheeting and purlins ● Bracing within the lift and stair core walls • Thermal performance and fire resistance of all elements • Access requirements for maintenance This design approach should satisfy the client's specifications for the multi-storey building. Here is a summary of the design requirements for the multi-storey building: The building will have a mono-pitch roof at a 10 degree angle. • The first two floors will be supported by a steel frame with no more than one line of internal columns. • Internal walls will be lightweight stud partitions. The ground floor will have an 8 meter wide column free reception zone. ● • The floors will be precast prestressed concrete planks with 75mm screed topping. • The top floor function room must be completely free of internal columns. • The external walls will be cavity masonry with 1.5 meter high glazing bands starting 1 meter above each floor. • Steel bracing will be permitted within the lift and stair core walls. • The roof will be insulated steel sheeting supported on cold formed purlins. ● S275 grade steel should be used throughout. • The design must provide fire resistance as required by building regulations. The key design considerations will therefore be: • The steel frame and column layout to allow column free ground floor and top floor • The size and type of steel beams and columns • Foundation design for the steel columns • Details of the precast concrete floors and screed • The masonry wall construction and glazing details • The roof construction using insulated steel sheeting and purlins ● Bracing within the lift and stair core walls • Thermal performance and fire resistance of all elements • Access requirements for maintenance This design approach should satisfy the client's specifications for the multi-storey building.

Answer rating: 100% (QA)

General Arrangement The general arrangement refers to the overall layout and orientation of the building Based on the given specifications the building will have a monopitch roof at a 10degree angle I... View the full answer