Plinth And Tie Beams Layout With Beam Sizes And Staircase Details

<p><span style="background-color: transparent; color: rgb(0, 0, 0);">This AutoCAD drawing shows a detailed plinth and tie beams layout prepared for a proposed residential </span><a href="https://cadbull.com/Bungalows" rel="noopener noreferrer" target="_blank" style="background-color: transparent; color: rgb(17, 85, 204);"><strong>bungalow</strong></a><span style="background-color: transparent; color: rgb(0, 0, 0);"> with complete structural coordination. The layout clearly identifies plinth beams PB1 to PB19 and tie beams TB1, with typical beam sizes such as 9 inches by 18 inches and 6 inches by 15 inches, connected between columns C1 to C17. Beam spans, centerline alignment, and positioning around stair core and internal walls are accurately shown. The drawing also includes a key elevation indicating footing plinth, ground floor, first floor, second slab, and terrace levels for vertical reference. All beams are designed using M25 concrete grade and Fe 500 steel, ensuring </span><a href="https://cadbull.com/Structure-detail" rel="noopener noreferrer" target="_blank" style="background-color: transparent; color: rgb(17, 85, 204);"><strong>structural</strong></a><span style="background-color: transparent; color: rgb(0, 0, 0);"> clarity for execution.</span></p><p><span style="background-color: transparent; color: rgb(0, 0, 0);">The sheet also contains a comprehensive schedule of beams and slab schedule with main reinforcement details along short span and long span directions. Shear stirrup spacing is clearly mentioned as 8 mm diameter at 4 inch, 5 inch,h and 6 inch c-c spacing depending on beam location. Typical slab reinforcement details stair slab sections from floor level to mid landing and mid landing to floor level are provided with bar diameters and spacing. Beam curtailment reinforcement and minimum bend in stirrups at discontinuous edges are clearly illustrated for site accuracy.</span> </p>