Structural layout for the third-floor roof of a software campus building for DISHA Technologies in Pune. Included are the complete beam and slab reinforcement schedules along with specific cross-sections for beam types like the 450×750 B2 and 230×700 B13. Reinforcement specs call for M25 concrete mix and Fe 415 grade tor steel. Typical slabs are 110mm thick, but sunken sections for toilets are lowered by 300mm and filled with light weight cinder concrete. I’ve included detailed sections showing stub columns, lift walls, and various cut-outs for services ranging from 150x150mm to 750x200mm. Clear cover is specified at 1″ for beams and 0.75″ for slabs.
Third Floor Roof Slab and Beam Structural Layout Details
