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Thanks, I found a note now I understand that they won't be any help "The Contractor must satisfy the Engineer and Local Authority that the ground at foundation level has an allowable bearing pressure of not less than 100 kN/m²."

Hi, I had the structural visit and the proposed designs and calculation but couldn't make sense the part where they're telling 1000mm x1000mm x 800mm pad footing for a steel column. Existing wall spans about 3 meters (with 1.2 meter doorway starting from left on the below drawing. Two questions...