Detailed structural engineering plan for a 9-inch thick mezzanine floor slab elevated at +16′-0″ finished floor level for the Khan City Center in Faisalabad. The drawing shows comprehensive reinforcement details including:
Slab Specifications:
– Main slab thickness: 9 inches
– Finished floor level: +16′-0″
– Reinforcement pattern includes #4@6″ and #4@8″ bars at bottom, with #4@6″, #6@4½”, and #4@4½” bars at top
– Column strip and middle strip reinforcement clearly defined
– Distribution reinforcement: #3@9″ typical
Key Structural Elements:
– Multiple beam types including seismic beams (SB-1, SB-2), ring beams (RB-1), and regular beams (B-2 through B-7)
– Column configurations (CB-1 through CB-4)
– Escalator support structures with specialized beam sections
– Stair dowels with specifications (T=12″, R=6.94″, NO=19)
– Multiple elevator shafts and voids
The floor plan includes circulation paths with various corridor widths (8′-0″, 10′-0″, and 11′-0″) and multiple room layouts with specific dimensions. Mechanical/electrical provisions include HVAC shafts, plumbing shafts, electrical shafts, and low current shafts integrated into the structural design.
