p01_r25 reinforcement schedule for floor beams
donemkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r25_reinforcement_schedule_for_floor_beams
Schedule14 objects · 51 measurements · 2 notes · 22 labels
The crop primarily shows a Schedule of Slab and a Pile Cap Schedule, including slab thicknesses and reinforcement requirements and pile-cap sizes, depths, and reinforcement. At right, a partial foundation/slab plan is visible between grid lines A and C, showing FB1, FB2, FB4, slab panel marks, and a half landing beam; the plan is cropped and does not show the complete work.
Objects · 14
| Mark | Object | No. | Shape | Material | Note |
|---|---|---|---|---|---|
| S1 | slab panel | 5 | rectangular | Marked in the partial plan and scheduled. | |
| S2 | slab panel | rectangular | Listed in slab schedule only. | ||
| S3 | slab panel | rectangular | Listed in slab schedule only. | ||
| S4 | slab panel | 1 | rectangular | Marked in the partial plan and scheduled. | |
| 2P | pile cap | rectangular | concrete, grade M25 | Listed in pile cap schedule. | |
| 3P | pile cap | concrete, grade M25 | Size stated as AS/DRG. | ||
| 4P | pile cap | rectangular | concrete, grade M25 | Listed in pile cap schedule. | |
| 6P | pile cap | rectangular | concrete, grade M25 | Listed in pile cap schedule. | |
| 8P | pile cap | rectangular | concrete, grade M25 | Schedule row is partially cut off at bottom of crop. | |
| FB1 | foundation beam | rectangular | Shown in partial plan. | ||
| FB2 | foundation beam | rectangular | Shown in partial plan. | ||
| FB4 | foundation beam | rectangular | Shown in partial plan. | ||
| half landing beam | 1 | rectangular | Shown in partial plan. | ||
| reinforcement bar | linear | Reinforcement is specified in the slab and pile cap schedules. |
Measurements · 51
| Measurement | Value | Unit | Applies to |
|---|---|---|---|
| S1 thickness | 125 | MM | S1 |
| S1 reinforcement at support, top | Y8 @ 125 C/C | S1 | |
| S1 reinforcement at support, bottom | Y8 @ 125 C/C | S1 | |
| S1 reinforcement at span, bottom | Y8 @ 125 C/C | S1 | |
| S2 thickness | 150 | MM | S2 |
| S2 reinforcement at support, top | Y10 @ 125 C/C | S2 | |
| S2 reinforcement at support, bottom | Y10 @ 125 C/C | S2 | |
| S2 reinforcement at span, bottom | Y10 @ 125 C/C | S2 | |
| S3 thickness | 125 | MM | S3 |
| S3 reinforcement at support, top | Y8 @ 150 C/C | S3 | |
| S3 reinforcement at support, bottom | Y8 @ 150 C/C | S3 | |
| S3 reinforcement at span, bottom | Y8 @ 150 C/C | S3 | |
| S4 thickness | 125 | MM | S4 |
| S4 reinforcement at support, top | Y8 @ 150 C/C | S4 | |
| S4 reinforcement at support, bottom | Y8 @ 150 C/C | S4 | |
| S4 reinforcement at span, bottom | Y8 @ 150 C/C | S4 | |
| distribution reinforcement | Y8 @ 200 C/C | ||
| 2P size | 2100 X 750 | 2P | |
| 2P depth | 1000 | 2P | |
| 2P reinforcement in shorter direction | 4L-Y10 @ 150 C/C | 2P | |
| 2P reinforcement in longer direction, top | Y12 @ 150 C/C (TOP) | 2P | |
| 2P reinforcement in longer direction, bottom | Y12 @ 150 C/C (BOT.) | 2P | |
| 3P depth | 1000 | 3P | |
| 3P reinforcement in shorter direction, top | Y10 @ 130 C/C (TOP) | 3P | |
| 3P reinforcement in shorter direction, bottom | Y10 @ 130 C/C (BOT.) | 3P | |
| 3P reinforcement in longer direction, top | Y12 @ 150 C/C (TOP) | 3P | |
| 3P reinforcement in longer direction, bottom | Y12 @ 150 C/C (BOT.) | 3P | |
| 4P size | 2100 X 2100 | 4P | |
| 4P depth | 1000 | 4P | |
| 4P reinforcement in shorter direction, top | Y12 @ 125 C/C (TOP) | 4P | |
| 4P reinforcement in shorter direction, bottom | Y16 @ 125 C/C (BOT.) | 4P | |
| 4P reinforcement in longer direction, top | Y12 @ 125 C/C (TOP) | 4P | |
| 4P reinforcement in longer direction, bottom | Y16 @ 125 C/C (BOT.) | 4P | |
| 6P size | 3450 X 2100 | 6P | |
| 6P depth | 1000 | 6P | |
| 6P reinforcement in shorter direction, top | Y16 @ 150 C/C (TOP) | 6P | |
| 6P reinforcement in shorter direction, bottom | Y20 @ 150 C/C (BOT.) | 6P | |
| 6P reinforcement in longer direction, top | Y16 @ 150 C/C (TOP) | 6P | |
| 6P reinforcement in longer direction, bottom | Y20 @ 150 C/C (BOT.) | 6P | |
| 8P size | 3450 X 3088 | 8P | |
| 8P depth | 1000 | 8P | |
| 8P reinforcement in shorter direction, top | Y20 @ 150 C/C (TOP) | 8P | |
| 8P reinforcement in shorter direction, bottom | Y20 @ 150 C/C (BOT.) | 8P | |
| 8P reinforcement in longer direction, top | Y20 @ 150 C/C (TOP) | 8P | |
| 8P reinforcement in longer direction, bottom | Y20 @ 150 C/C (BOT.) | 8P | |
| grid spacing A to C | 3950 | ||
| grid spacing 1 to 2 | 3400 | ||
| grid spacing 2 to 3 | 1950 | ||
| grid spacing 3 to 4 | 2650 | ||
| grid spacing 4 to 6 | 2965 | ||
| dimension | 740 |
Labels
SCHEDULE OF SLABPANEL MKD.THICKNESS (MM)AT SUPPORTAT SPANTOPBOTTOMPILE CAP SCHEDULEMKD.SIZEDEPTHREINFORCEMENT IN SHORTER DIRECTIONREINFORCEMENT IN LONGER DIRECTIONAS/DRG.AC12346N
Notes
- ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C
- GRADE OF CONCRETE - M25
openai/gpt-5.6-terra-pro · 36362 tokens · 64.1s