STRUCTURAL / REINFORCEMENT DETAILING OF A SINGLE STOREY RESIDENTIAL BUILDING
ABSTRACT
The processes of detailing put n place was in conjunction with the recommendation of the concrete society and the Institute of Structural Engineers. In building construction, a good interaction and relationship between the architects Structural Engineers, Quantity Surveyors and Contractors are required. The methods, scales, symbols and notations must be stonverdized and understood by all parties involves in a project to immunize risks and communication hindrance.
A structure in broken down into identifiable elements for detailing work like beams, columns, slabs etc which enables the different detailing aspects to be fully addressed and understood.
CHAPTER 1
.INTRODUCTION
Before a designer can relate his requirements clearly in construction industry, a drawing is to be prepared, this is because the drawing serve as a general means of communication. Therefore the drawing is adopted mostly, than other means of communication in the Engineering Sectors.
A structural Engineer mostly engages himself in designs on construction of structure, like roads, bridges, railway, dams, building, runway and other public works.
The structural engineer makes initial design, which are usually free – hand sketches of the work. These sketches are used to make clear and neat working drawing, which will be used by the builder of contractor after approval for construction by the authorities involved.
The contributions of a detailer in highly significant to the construction process, for a well detailed drawing is a good medium of reducing the risks of building collapses and to avoid delays arising from doubts and too frequent classifications.
Floor plan 1:75; 1:50
Foundation plan 1:75; 1:50
Elevation 1:75; 1:50
Construction details 1:20; 1:10
Cabinet details 1:50; 1:25
Wall sections 1:20; 1:10
Details of connection, lings 1:5; 1:2
Etc.
PLANS
Plans shall be drawn as transverse section through all structural members immediately above portion of structure under consideration.
ELEVATIONS
Elevations shall be drawn as a vertical section immediately adjacent to the element under consideration. Structural members cut by the section shall be shown in full lines and member behind the section in broken lines.
SECTIONS
Sections shall show only material out by the section plan. The dimension of sections shall be of the left for beams and downward for column. The section shall be drawn as close as possible to the plan or elevation to which it refers and should be described by letters, readable from bottom of the drawing. Section through concrete on drawings may be show as highly shade areas.
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