【法规名称】
【法规编号】 79809 什么是编号？
【正 文】
第3页 CAP 123A BUILDING (ADMINISTRATION) REGULATIONS
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[接上页] (D) a report containing the results of site monitoring of groundwater conditions; (E) a report containing critical examination and interpretation of sub-sub-paragraphs (B), (C) and (D), a schedule of the geotechnical design assumptions, discussion of anticipated geotechnical problems and an outline of variations of the works which should be adopted if, during the carrying out of the building works, a geotechnical design assumption is revealed as being erroneous so that compliance with regulation 20 of the Building (Construction) Regulations (Cap 123 sub. leg.) could no longer be demonstrated and containing geotechnical requirements for the design and construction of the site formation works including testing, inspecting and maintenance requirements; (L.N. 439 of 1990) (F) stability analyses sufficient to demonstrate compliance with regulation 20 of the Building (Construction) Regulations (Cap 123 sub. leg.); design calculations for site formation works; calculations of the effect of the building works on groundwater conditions, the site and any building, structure and land; and calculations for and consideration of all other relevant geotechnical matters. All such analyses and calculations shall be paginated and prefaced by a comprehensive index; (L.N. 75 of 1981; L.N. 439 of 1990)(bc) if so required by the Building Authority, an excavation and lateral support plan showing- (i) all excavation and lateral support work (including any ground treatment and any dewatering) incorporating the requirements of the report prescribed in sub-sub-paragraph (E); (ii) the existing nature of the site and the surrounds (including an accurate survey plan with ground level contours, geological conditions, groundwater conditions and surface water conditions) and particulars of streets, structures, foundations, public utilities, water mains, drains, sewers and other services and the dimensioned location of water carrying services and foundations on and adjacent to the site; (iii) a schedule of the geotechnical design assumptions; (iv) the sequence of all sub-surface building works and methods to be employed; (v) the particulars of the monitoring to be carried out for building and ground movements and variations in piezometric levels; and (vi) other specifications and relevant particulars, and the excavation and lateral support plan shall be accompanied by supporting documentation including- (A) an explanatory guide to the submission; (B) a report containing the results of a study including topography, geology, groundwater, surface water, site history, public utilities, water mains, drains and sewers and other services, and local geotechnical records; (C) a report containing the results of site investigation and laboratory testing including comprehensive details of equipment and procedures used; (D) a report containing the results of site monitoring of groundwater conditions; (E) a report containing critical examination and interpretation of sub-sub-paragraphs (B), (C) and (D), a schedule of the geotechnical design assumptions, discussion of anticipated geotechnical problems, and an outline of variations of the works which should be adopted if, during the carrying out of the building works, a geotechnical design assumption is revealed as being erroneous so that compliance with regulation 4 of the Building (Construction) Regulations (Cap 123 sub. leg.) could no longer be demonstrated and containing geotechnical requirements for the design and construction of the excavation and lateral support works including testing, inspecting and monitoring requirements; and (F) analyses sufficient to demonstrate compliance with regulation 4 of the Building (Construction) Regulations (Cap 123 sub. leg.), design calculations for the lateral support systems, calculations of the effect of the building works on groundwater conditions, the site and any building, structure, street, land or services, and calculations for and consideration of all other relevant geotechnical matters, all such analyses and calculations being paginated and prefaced by a comprehensive index; (L.N. 438 of 1990)(bd) (Repealed L.N. 514 of 1997) (c) one or more sections showing the foundations, the levels of the site and the lowest floor of the building, the height of the building, the clear height of every storey, the position of windows and of the floors and the level of the roof of every adjoining or adjacent building, the maximum gradient boundary-to-boundary across the site, the maximum depth of excavation, the maximum thickness of filling and the volume of all excavation and all filling; (L.N. 75 of 1981) (d) a foundation plan- (i) showing the size and position of foundations together with a full report of the site investigation work undertaken and details of any grouting work to the ground proposed to be carried out; and (ii) in area number 2 or 4 of the scheduled areas, accompanied by supporting documentation including- (L.N. 347 of 1993) (A) an explanatory guide to the submission; |
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