The Contractor shall produce sets of calculations and drawing in English to include all sections of the civil works. The design shall be based on best current local engineering practices, with the requirements of this specification. The Contractor shall determine the codes and standards used in the design, unless those specified in the specifications. The Contractor is entirely responsible for the stability of the Works. The design live load in all floors shall be based in the static and dynamic loading from the equipment and piping. In all operation areas in shall not be less 5.000kN/m2, in office and amenities not less than 2,000 kN/m2. The design live loads in accordance with the appropriate standards. Through the work the Contractor shall be required to construct all foundations on a sound formation. Where foundations are supported on plies they shall be collect and transport, trade effluent produced by the plant, domestic sewage and storm water in and efficient manner. The drainage system shall have a provisions to handle discharges during abnormal foreseeable operating conditions. Domestic sewage shall be treated in a biological plant prior to being discharged. All structures shall be tied to the earthing system.
The Contractor shall produce sets of calculations and drawing in English to include all sections of the civil works. The design shall be based on best current local engineering practices, with the requirements of this specification. The Contractor shall determine the codes and standards used in the design, unless those specified in the specifications. The Contractor is entirely responsible for the stability of the Works. The design live load in all floors shall be based in the static and dynamic loading from the equipment and piping. In all operation areas in shall not be less 5.000kN/m2, in office and amenities not less than 2,000 kN/m2. The design live loads in accordance with the appropriate standards. Through the work the Contractor shall be required to construct all foundations on a sound formation. Where foundations are supported on plies they shall be collect and transport, trade effluent produced by the plant, domestic sewage and storm water in and efficient manner. The drainage system shall have a provisions to handle discharges during abnormal foreseeable operating conditions. Domestic sewage shall be treated in a biological plant prior to being discharged. All structures shall be tied to the earthing system.
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