In this project, due to the requirement of Party A to carry out functional transformation on the original building, local components must be reinforced; The safety level after reinforcement is Level II, the design service life of the structure is 30 years, and the seismic level of the frame is Level II.
The drawings include: structural reinforcement design description, foundation reinforcement layout plan, foundation reinforcement detail drawing, first floor local column pasting section steel reinforcement layout plan, frame column reinforcement detail drawing, new ground beam layout plan, second floor local beam pasting steel plate reinforcement layout plan, third floor local beam pasting steel plate reinforcement layout plan, The layout plan of partial beams on the roof layer pasted with steel plates for reinforcement, the detailed drawing of frame beam section reinforcement, and the detailed drawing of new stairs.