Pump House Super Structure DWG Block for AutoCAD

Pump House Super Structure DWG Block for AutoCAD

PUMPHOUSE SUPER STRUCTURE ALL DWGS

Drawing labels, details, and other text information extracted from the CAD file:

details of beam, details of beam, section, details of beam, details of beam, details of beam, section, layout of beams el, layout of beams el, layout of beams el, layout of motor floor beams, layout of motor floor beams, section, section, thk., section, thk., thk., thk., opening, read this drg. with relevant equipment layout drgs., all dimensions are in mm unless otherwise stated, grade of concrete grade of steel, development dia. of bar, c. footing, b. column, a. beam, type of cement opc, cover to reinforcement:, all levels are in meters, notes:, detailing at the junction of beams and walls, shall be done as per, thickness of brick wall is mm in plastering over with, thick in single coat., details of beam, motor floor, slope in, junction details, legend:, legend:, sbl, section, csb, opening, beam, pcc, thk, back retaining wall, slab, thrust beam, sbl, beam, csb, beam, side retaining, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, side retaining, wall, slab, beam, slab, beam, beam, sbl, beam, csb, beam, side retaining, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, partition, wall, side retaining, wall, slab, beam, beam, beam, beam layout at pump floor lvl, thk., section, section, section, layout of beams el, details of beam, details of beam, details of beam, details of beam, details of beam, layout of beams el, details of slabs el, thk., section, section, legend:, details of beam, details of beam, section, pcc, thk, slab details at pump floor lvl el, details of beam, thk, beam, thk., opening, thk., details of beam, details of beam, details of beam, details of beam, details of beam, section, section, details of beam, details of beam, details of beam, details of beam, details of beam, details of beam, details of beam, details of beam, details of beam, details of beam, section, section, beam layout at pump floor lvl, back retaining wall, footing, lvl., center line, of motor, side wall, up to, details of beam, details of beam, details of, layout of beams el, partition wall, up to, legend:, thk p.c.c., details of, section, column, detialls of, starts from el lvl. to el, detialls of, starts from el to, details of beam, pcc, thk, thrust beam, beam, details of beam, detialls of, starts from el to, detialls of, starts from el to, read this drg. with relevant equipment layout drgs., all dimensions are in mm unless otherwise stated, grade of concrete grade of steel, development dia. of bar, c. footing, b. column, a. beam, type of cement opc, cover to reinforcement:, all levels are in meters, notes:

Raw text data extracted from CAD file:

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\A1;2L-8d@180c/c \A1;2L-8d@180c/c \A1;2L-8d@180c/c \A1;2L-8d@180c/c \A1;2L-8d@180c/c \A1;2L-8d@180c/c \A1;300 \A1;600 \A1;300 \A1;600 \A1;2L-8d@150c/c \A1;2100 \A1;2100 \A1;300 \A1;450 \A1;300 \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;450 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;300 \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;3000 \A1;3000 \A1;8d-4L-150C/C \A1;300 \A1;300 \A1;300 \A1;450 \A1;450 \A1;750 \A1;750 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;300 \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;3000 \A1;3000 \A1;8d-4L-150C/C \A1;300 \A1;300 \A1;300 \A1;1980 \A1;1980 \A1;450 \A1;450 \A1;750 \A1;750 \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;300 \A1;450 \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;8L-10d@200c/c \A1;1200 \A1;1000 \A1;1200 \A1;1000 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;79200 \A1;18500 \A1;1450 \A1;10000 \A1;1800 \A1;18500 \A1;8500 \A1;7000 \A1;11000 \A1;4700 \A1;3800 \A1;2L-8d@180c/c \A1;600 \A1;900 \A1;600 \A1;1200 \A1;300 \A1;600 \A1;450 \A1;600 \A1;3500 \A1;3500 \A1;4000 \A1;3500 \A1;3500 \A1;900 \A1;3500 \A1;1200 \A1;900 \A1;1200 \A1;900 \A1;450 \A1;300 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;6600 \A1;3000 \A1;8500 \A1;2000 \A1;3100 \A1;2025 \A1;3550 \A1;2925 \A1;3800 \A1;4700 \A1;1850 \A1;3900 \A1;2750 \A1;3800 \A1;4700 \A1;900 \A1;600 \A1;450 \A1;300 \A1;2700 \A1;1000 \A1;900 \A1;300 \A1;450 \A1;800 \A1;1500 \A1;1275 \A1;1275 \A1;300 \A1;450 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;1980 \A1;300 \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;2L-8d@150c/c \A1;3000 \A1;3000 \A1;8d-4L-150C/C \A1;300 \A1;450 \A1;450 \A1;450 \A1;450 \A1;450 \A1;750 \A1;750 \A1;600 \A1;600 \A1;450 \A1;2000 \A1;2000 \A1;600 \A1;2000 \A1;600 \A1;450 \A1;1275 \A1;1275 \A1;4L-12d@150c/c \A1;2L-8d@150c/c \A1;1275 \A1;1275 \A1;2L-8d@150c/c \A1;1275 \A1;1275 \A1;2L-8d@150c/c \A1;1275 \A1;1275 \A1;2L-8d@150c/c \A1;1275 \A1;1275 \A1;2L-8d@150c/c \A1;1275 \A1;1275 \A1;300 \A1;300 \A1;450 \A1;450 \A1;300 \A1;300 \A1;2L-8d@150c/c \A1;1275 \A1;1275 \A1;2L-8d@150c/c \A1;1275 \A1;1275 \A1;450 \A1;450 \A1;300 \A1; \A1; DETAILS OF BEAM MFB2(450x600) DETAILS OF BEAM MFB3(450x600) 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 4L-12d@150c/c 4L-12d@150c/c 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 8-25d 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c 4L-12d@150c/c DETAILS OF BEAM MFB4(800x1500) SECTION 9-9 12-12d 4L-12d@150c/c 8-25d 12-12d (SIDE FACE) 12-12d (SIDE FACE) 12-12d (SIDE FACE) 4-20d+ 4L-12d@150c/c C D 4-25d DETAILS OF BEAM MFB7(600x900) 2L-8d@150c/c DETAILS OF BEAM MFB9(800x1500) 12-12d (SIDE FACE) 8-25d 8-25d 8-25d 1500 800 6-12d (SIDEFACE) SECTION-12-12 600 900 4-25d 4-20d 4L-12d @150c/c 4-25d 4L-12d@150c/c C D DETAILS OF BEAM MFB8(600x1200) SECTION-14-14 600 1200 6-25d 6-32d 4L-12d @150c/c 8-25d SECTION 16-16 1 2 3 4 5 6 7 8 12 13 11 10 9 D C 14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB1 CSB2 CSB2 2 3 4 5 6 7 8 12 13 11 10 9 D 14 5 5 5 5 5 5 5 5 5 5 5 5 LAYOUT OF BEAMS @ EL +448.061M LAYOUT OF BEAMS @ EL +444.565M AFB4 AFB4 AFB4 AFB4 AFB4 AFB4 AFB4 AFB4 AFB4 AFB4 AFB4 AFB4 2 3 4 5 6 7 8 12 13 11 10 9 C 14 5 5 5 5 5 5 5 5 5 5 5 5 LAYOUT OF BEAMS @ EL +446.215M AFB6 AFB6 AFB6 AFB6 AFB6 AFB6 AFB6 AFB6 AFB6 AFB6 AFB6 AFB6 2 3 4 5 6 7 8 12 13 11 10 9 C 14 5 5 5 5 5 5 5 5 5 5 5 5 AFB1 AFB1 AFB1 AFB1 AFB1 AFB1 AFB1 AFB1 AFB1 AFB1 AFB1 AFB1 LAYOUT OF BEAMS @ EL +443.565M C AFB2 AFB2 AFB2 AFB2 AFB2 AFB2 AFB2 AFB2 AFB2 AFB2 AFB2 AFB2 AFB5 AFB5 1 2 3 4 5 6 7 8 12 13 11 10 9 D C B' A LAYOUT OF MOTOR FLOOR BEAMS 14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MFB10 MFB1 MFB1 MFB1 MFB1 MFB1 MFB1 MFB1 MFB1 MFB1 MFB1 MFB1 MFB1 MFB2 MFB2 MFB2 MFB2 MFB2 MFB2 MFB2 MFB2 MFB2 MFB2 MFB2 MFB2 MFB3 MFB3 MFB3 MFB3 MFB3 MFB3 MFB3 MFB3 MFB3 MFB3 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB4 MFB7 MFB8 MFB6 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 1a MFB3 B MFB3 MFB4 MFB4 @ EL +434.311M 1 2 3 4 5 6 7 8 12 13 11 10 9 D C B' A LAYOUT OF MOTOR FLOOR BEAMS 14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B @ EL +434.311M 1 1a 2 3 4 5 6 7 8 8 9 10 11 12 13 14 B' C SECTION C-C 12 @160c/c 10 @100c/c 12 @120c/c 10 @130c/c 2 3 4 5 6 7 8 8 9 10 11 12 13 14 SECTION B-B 12 @120c/c 10 @130c/c 12d @160c/c 300 THK. 300 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 10d @200c/c 8d @200c/c (TOP) 20d @170c/c (TOP) (BOT) 10d @200c/c 10d@200c/c 20d@170c/c 10d@200c/c 10d @100c/c (TOP) 10d @130c/c (BOT.) 12d @160c/c (BOT.) 10d @130c/c (BOT.) 12d @120c/c (TOP) 10d @100c/c (TOP) 12d @120c/c SECTION A-A A 12d @120c/c 12 @120c/c 12 @120c/c 12 @120c/c 12 @120c/c 12 @120c/c 12 @120c/c 12d @160c/c 12d @160c/c 12d @160c/c 12d @160c/c 12d @160c/c 12d @160c/c 12d @160c/c 10d @130c/c 10d @130c/c 10d @130c/c 10d @130c/c 10d @130c/c 12d @160c/c 12d @160c/c 10d @100c/c 10d @100c/c 10d @100c/c 10 @100c/c 10 @100c/c D 12 @160c/c 12 @120c/c 12d @160c/c (BOT.) 12d @120c/c (TOP) 12d @160c/c (BOT.) 12d @120c/c (TOP) 200 THK. 1000 1500 10 @100c/c 12 @160c/c 10 @130c/c 10 @100c/c 12d @160c/c (BOT.) 12d @120c/c (TOP) 10d @130c/c 10d @130c/c 12 @120c/c 10 @130c/c (BOT) MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 8-12d(SIDEFACE) 6-12d(SIDEFACE) AFB3 AFB3 1 5 200 THK. 200 THK. 200 THK. S6 200 THK. 7000 7000 A B B B A OPENING 5 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 9. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. 8. THICKNESS OF BRICK WALL IS 230 MM IN C.M.(1:5) PLASTERING OVER WITH CM(1:4),12mm THICK IN SINGLE COAT. 3-20d 4-20d 2L-8d@150c/c DETAILS OF BEAM SGFB5(300x450) C D SECTION-7-7 300 600 4-25d 4-20d 8d @150c/c 5 MOTOR FLOOR 2000(Min) SLOPE 1 IN 6 JUNCTION DETAILS 1200 10d @130c/c (BOT.) 10d @100c/c (TOP) 12d @120c/c (TOP) 12d @160c/c (BOT.) MFB1: 450x600 MFB2: 450x600 MFB3: 450x600 MFB4: 800x1500 MFB5: 450x600 MFB6: 900x1500 MFB7: 600x900 MFB8: 600x1200 MFB9: 800x1500 MFB10: 300x450 LEGEND: AFB1: 300x450 LEGEND: AFB2: 300x450 AFB3: 300x750 AFB4: 300x450 AFB5: 300x750 AFB6: 300x450 1000 1200 LD LD A SBL +421.851M EL +434.311M EL +439.411M EL +429.811M EL +448.061M EL +452.511M SECTION A-A C2 C3 C3 CSB CSB OPENING BEAM BEAM BEAM BEAM BEAM BEAM BEAM PCC 1:3:6 150 THK BACK RETAINING WALL EL +443.565M EL +446.215M A D C B' B 5 5 5 1200 SLAB SLAB SLAB MS-STRUCTURE 1000 5 7000 THRUST BEAM 5 SBL +421.851M EL +434.311M EL +429.811M EL +442.411M EL +448.061M EL +452.511M EL +443.565M EL +446.215M 1 2 3 4 5 6 7 8 9 10 11 12 13 14 5 5 5 5 5 5 5 5 5 5 5 5 5 BEAM CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM SIDE RETAINING WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL SIDE RETAINING WALL SLAB EL +444.565M BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 SLAB SLAB BEAM 4000 C-1 MS-STRUCTURE BEAM SBL +421.851M EL +434.311 M EL +439.411M EL +429.811M EL +442.411M EL +448.061M EL +452.511M 1 2 3 4 5 6 7 8 9 10 11 12 13 14 5 5 5 5 5 5 5 5 5 5 5 5 5 BEAM CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB CSB BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM SIDE RETAINING WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL PARTITION WALL SIDE RETAINING WALL SLAB EL +444.565M BEAM C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 BEAM 4000 C-1 MS-STRUCTURE BEAM 5 5 A 5 BEAM LAYOUT AT PUMP FLOOR LVL @EL +429.811M D C 5 5 2 3 4 5 6 7 8 9 10 11 12 13 14 5 5 5 5 5 5 5 5 5 5 5 5 5 PFB4 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 5 5 5 D 5 5 2 3 4 5 6 7 8 9 10 11 12 13 14 5 5 5 5 5 5 5 5 5 5 5 5 5 10d @100c/c (TOP) 10d@110c/c (TOP) 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. C SECTION A-A 10@110c/c 10@150c/c 2 3 4 5 6 7 8 8 9 10 11 12 13 14 SECTION B-B 10@110c/c 10@140c/c D 10@140c/c 10@140c/c 10@110c/c 10@140c/c 10@100c/c 2 3 4 5 6 7 8 8 9 10 11 12 13 14 10d @100c/c 10d @100c/c 10d @100c/c 10d @100c/c 10d @100c/c 10d @100c/c 10d @100c/c 10d @100c/c 10d @100c/c 10@150c/c 10@150c/c 10@150c/c 10@150c/c 10@150c/c 10@150c/c 10@150c/c 10@140c/c 10@140c/c 10@140c/c 10@140c/c 10@140c/c 10@150c/c 10d @110c/c 10d @110c/c 10d @110c/c 10d @110c/c 10d @110c/c 10@150c/c B SECTION C-C 1 2 3 4 5 6 7 8 12 13 11 10 9 D C B' LAYOUT OF BEAMS @ EL +442.411M 14 5 5 5 5 5 5 5 5 5 5 5 5 5 7000 5 B1 B6 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B6 1980 2-20d 3-20d+ 1980 2-20d 3-20d+ 3-12d+ 1980 2-20d 3-20d+ 1980 2-20d 3-20d+ 3-20d 1980 2-20d 3-20d+ 1980 2-20d 3-20d+ 3-20d 1980 2-20d 3-20d+ 1980 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 1980 1980 2-20d 3-20d+ 2-20d 3-20d+ 3-20d 2L-8d@180c/c 2L-8d@180c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-20d 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 1 1 2 2 SECTION-1-1 B5 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B4 B4 4-20d 3-20d+ DETAILS OF BEAM B6(300x450) C D 4-20d 4-20d+ 4-20d 4-20d+ SECTION-10-10 300 450 4-20d 3-20d 8d @200c/c SECTION-11-11 300 450 3-20d 8d @200c/c 3-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 2L-8d@150c/c 2L-8d@150c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 4-12d 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d SECTION-1-1 DETAILS OF BEAM B1(300x450) 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 DETAILS OF BEAM B2 (300x450) SECTION-4-4 300 450 3-20d 8d @150c/c 3-16d 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 3000 3000 8d-4L-150C/C 3-20d+ 3-25d+ 4-25d 3-25d+ 4-25d 3-25d SECTION-5-5 300 450 3-20d 8d @150c/c 3-16d 2-20d DETAILS OF BEAM B4 (300x450) SECTION-2-2 450 750 3-20d 4L-8d@150c/c 5-25d SECTION-3-3 450 750 4L-8d@150c/c 3-25d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 DETAILS OF BEAM B1A (300x300) SECTION-1A-1A 300 300 8d@150c/c 4-12d 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 2L-8d@100c/c 1 2 3 4 5 6 7 8 12 13 11 10 9 D C B' LAYOUT OF BEAMS @ EL +439.411M 14 5 5 5 5 5 5 5 5 5 5 5 5 5 7000 5 SGRB4 SGRB1 SGRB5 SGRB1 SGRB1 SGRB1 SGRB1 SGRB1 SGRB1 SGRB1 SGRB1 SGRB1 SGRB1 SGRB1 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB2 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB3 SGRB5 1 2 3 4 5 6 7 8 12 13 11 10 9 D C B' DETAILS OF SLABS @ EL +439.411M 14 5 5 5 5 5 5 5 5 5 5 5 5 7000 5 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 2 3 4 5 6 7 8 8 9 10 11 12 13 14 SECTION A-A B' C SECTION B-B 8d @200c/c 10 @140c/c 10 @100c/c 8d @200c/c 10 @100c/c 10 @140c/c 10d @100c/c (TOP) 8d @200c/c (TOP) B 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @200c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c 8d @200c/c 10 @140c/c 10 @100c/c 10 @100c/c SGRB1: 300x600 SGRB2: 300x600 SGRB3: 300x450 SGRB4: 300x600 LEGEND: 1980 4-16d 4-16d+ 1980 4-16d 4-16d+ 3-20d 1980 4-16d 4-16d+ 1980 4-16d 4-16d+ 4-16d 1980 4-16d 4-16d+ 1980 4-16d 4-16d+ 4-16d 1980 4-16d 4-16d+ 1980 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 1980 1980 4-16d 4-16d+ 4-16d 4-16d+ 4-16d 2L-8d@180c/c 2L-8d@180c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 4-16d 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 1 1 2 2 DETAILS OF BEAM SGFB1(300x600) SECTION-1-1 300 600 4-16d 3-20d 8d @180c/c SECTION-2-2 300 600 3-20d 8d @180c/c 4-16d 1980 3-20d+ 3-20d 1980 3-20d+ 3-20d 3-20d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 1980 3-20d+ 3-20d 1980 3-20d+ 3-20d 3-20d 1980 3-20d+ 3-20d 1980 3-20d+ 3-20d 3-20d 1980 3-20d+ 3-20d 1980 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 1980 1980 3-20d+ 3-20d 3-20d+ 3-20d 3-20d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 DETAILS OF BEAM SGFB3 (300x450) SECTION-5-5 300 450 3-20d 8d @150c/c 3-16d 5 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c SECTION-6-6 300 450 3-20d 8d @150c/c 3-16d 3-20d MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 MFB9 10 10 11 11 300 450 4-12d 3-12d 2L-8d@150c/c SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 SGRB4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 9 9 3 2 3 2 4 4 5 5 1A 1A SECTION B-B SECTION C-C PCC 1:3:6 150 THK A C B A A SLAB DETAILS AT PUMP FLOOR LVL @ EL +429.811M C B DETAILS OF BEAM PFB1(450x600) 450 600 3-20d 3-12d 2L-8d@180c/c 10d @110c/c 10d @110c/c 10d @110c/c 10d @100c/c 10d @110c/c 10d @110c/c 10d @110c/c 10d @110c/c 10d @110c/c 10@150c/c EL +431.000M EL +431.000M B' A C B B' A A B 600 THK EL +442.411M BEAM EL +439.411M EL +444.565M B' 200 THK. OPENING OPENING 10d@150c/c (BOT.) 10d @140c/c (BOT.) (TOP) 10d@150c/c (BOT.) 10d@110c/c 10d @140c/c (BOT.) 10d @140c/c (BOT.) 10d @100c/c (TOP) 10d @140c/c (BOT.) 10@100c/c 10@110c/c 10@150c/c 10@100c/c 10@150c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@140c/c 10@110c/c 10@140c/c 10@100c/c 10@140c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10@110c/c 10@140c/c 10@100c/c 10@150c/c 10d @100c/c 10@150c/c 10@150c/c 10@150c/c 10d @100c/c 10@140c/c 12d @120c/c (TOP) 12d @160c/c (BOT.) 12 @120c/c 12d @160c/c 10 @100c/c 10 @130c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @100c/c 12 @120c/c 10 @130c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 10 @130c/c 10 @100c/c 12 @120c/c 12d @160c/c 12 @120c/c 12 @160c/c 10 @100c/c 10 @100c/c 10 @100c/c 10 @100c/c 10 @100c/c 12 @120c/c 10d @130c/c 10d @130c/c 10 @140c/c (BOT) MFB8 5 5 1b 300 THK. 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 2-12d SECTION-2-2 450 600 3-20d 3-12d 2L-8d@180c/c 2-20d 1980 4-16d 3-16d+ 1980 4-16d 3-16d+ 4-12d+ 1980 4-16d 3-16d+ 1980 4-16d 3-16d+ 3-16d 1980 4-16d 3-16d+ 1980 4-16d 3-16d+ 3-16d 1980 4-16d 3-16d+ 1980 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 1980 1980 4-16d 3-16d+ 4-16d 3-16d+ 3-16d 2L-8d@180c/c 2L-8d@180c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-16d 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 3 3 4 4 SECTION-3-3 DETAILS OF BEAM PFB2(450x600) 450 600 3-16d 5-12d 2L-8d@180c/c 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d 4-12d+ 3-12d 4-12d 4-12d SECTION-4-4 450 600 5-16d 5-12d 2L-8d@180c/c 2-16d 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 3-20d 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 3-20d 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 2L-8d@180c/c 2L-8d@180c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-20d 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 5 5 6 6 SECTION-5-5 DETAILS OF BEAM PFB3(450x600) 450 600 3-20d 2L-8d@180c/c SECTION-6-6 450 600 3-20d 3-16d 2L-10d@150c/c 3-20d 4-16d 4-16d DETAILS OF BEAM PFB4(450x600) 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d SECTION-7-7 450 600 4-16d 2L-8d@150c/c 4-16d 7 7 1980 2-16d 3-16d+ 1980 2-16d 3-16d+ 3-12d+ 1980 2-16d 3-16d+ 1980 2-16d 3-16d+ 3-16d 1980 2-16d 3-16d+ 1980 2-16d 3-16d+ 3-16d 1980 2-16d 3-16d+ 1980 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 1980 1980 2-16d 3-16d+ 2-16d 3-16d+ 3-16d 2L-8d@200c/c 2L-8d@200c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-16d 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 2L-8d@200c/c 1 1 2 2 DETAILS OF BEAM MFB1(450x600) 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d 3-12d+ 2-12d 3-12d 3-12d SECTION-1-1 450 600 3-16d 3-12d 2L-8d@200c/c 2-12d SECTION-2-2 450 600 3-16d 3-12d 2L-8d@200c/c 2-16d 1980 4-25d 3-25d+ 1980 4-25d 3-25d+ 3-20d+ 1980 4-25d 3-25d+ 1980 4-25d 3-25d+ 3-25d 1980 4-25d 3-25d+ 1980 4-25d 3-25d+ 3-25d 1980 4-25d 3-25d+ 1980 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 1980 1980 4-25d 3-25d+ 4-25d 3-25d+ 3-25d 2L-12d@180c/c 2L-12d@180c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-25d 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 2L-12d@180c/c 3 3 4 4 SECTION-3-3 450 600 3-25d 2L-12d@180c/c 4-20d 3-20d 3-20d SECTION-4-4 450 600 5-25d 2L-12d@180c/c 2-25d 1980 3-25d 3-25d+ 1980 3-25d 3-25d+ 3-20d+ 1980 3-25d 3-25d+ 1980 3-25d 3-25d+ 3-25d 1980 3-25d 3-25d+ 1980 3-25d 3-25d+ 3-25d 1980 3-25d 3-25d+ 1980 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 1980 1980 3-25d 3-25d+ 3-25d 3-25d+ 3-25d 2L-12d@250c/c 2L-12d@250c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-25d 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 2L-12d@250c/c 7 7 8 8 SECTION-8-8 450 600 3-25d 3-20d 2L-12d@250c/c 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d 3-20d+ 2-20d 3-20d 3-20d SECTION-7-7 450 600 3-25d 3-20d 2L-12d@250c/c 3-25d 2-20d DETAILS OF BEAM MFB5(450x600) 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 4-16d 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 3-20d 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 3-20d 1980 3-20d 3-20d+ 1980 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 1980 1980 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 2L-10d@250c/c 2L-10d@250c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-20d 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 2L-10d@250c/c 10 10 11 11 SECTION-10-10 450 600 3-20d 2L-10d@250c/c 4-16d 4-16d 4-16d 4-16d 4-16d 4-16d 4-16d 4-16d 4-16d 4-16d 4-16d SECTION-11-11 450 600 3-20d 4-16d 2L-10d@250c/c 3-20d 4-16d 2 3600 10-32d 10-32d+ 10-32d 10-32d 12-12d (SIDE FACE) 10d-8L-150C/C SECTION 5-5 10d-4L-150c/c 5-32d 5-32d 5-32d 5-32d 1500 900 SECTION 6-6 10d-8L-150c/c 10-32d 10-32d 5-32d 5-32d 1500 900 1275 4-25d 4-25d+ 1275 4-25d 4-25d+ 4-20d 4-20d 4-20d 2550 4-25d 4-25d+ 2550 4-25d 4-25d+ 4-25d 8-12d (SIDEFACE) 6-32d+ 6-32d 6-32d 6-32d 2L-8d@150c/c 2 3 3-20d DETAILS OF BEAM MFB11(450x600) 3-20d+ 4-20d 3-20d 3-20d 450 600 3-20d 5-20d 2L-8d@150c/c 2-20d 4-16d 1980 4-20d 4-20d+ 1980 4-20d 4-20d+ 4-16d+ 1980 4-20d 4-20d+ 1980 4-20d 4-20d+ 4-20d 1980 4-20d 4-20d+ 1980 4-20d 4-20d+ 4-20d 1980 4-20d 4-20d+ 1980 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 1980 1980 4-20d 4-20d+ 4-20d 4-20d+ 4-20d 2L-8d@180c/c 2L-8d@180c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 4-20d 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 2L-8d@180c/c 3 3 4 4 SECTION-3-3 300 600 4-20d 4-16d 2L-8d@180c/c 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-16d+ 4-16d 4-16d 4-16d 4-20d 4-16d SECTION-4-4 300 600 4-20d 4-16d 2L-8d@180c/c 4-25d 4-20d 2L-8d@150c/c DETAILS OF BEAM SGFB4(300x600) B' 7 7 8 8 2100 2100 4-25d 4-25d+ 4-25d 4-25d+ SECTION-9-9 300 450 3-20d 8d @150c/c 4-25d SECTION-8-8 2-25d 2-20d 3-20d 3-20d 3-16d 3-25d 3-25d 3-25d 3-25d 3-25d 3-25d 3-25d 3-25d 3-25d 3-25d 3-25d 2L-8d@150c/c 2L-8d@150c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-25d 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 1 1 SECTION-1-1 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 300 450 3-25d 3-16d 2L-8d@150c/c 1980 3-16d+ 3-16d 1980 3-16d+ 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 1980 3-16d+ 3-16d 1980 3-16d+ 3-16d 3-16d 1980 3-16d+ 3-16d 1980 3-16d+ 3-16d 3-16d 1980 3-16d+ 3-16d 1980 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 1980 1980 3-16d+ 3-16d 3-16d+ 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 DETAILS OF BEAM AFB2 (300x450) SECTION-4-4 300 450 3-16d 2L-8d @150c/c 3-16d 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 3000 3000 8d-4L-150C/C 3-20d 3-25d+ 3-25d 3-25d+ 3-25d 3-25d SECTION-5-5 300 450 3-16d 2L-8d @150c/c 3-16d 3-16d DETAILS OF BEAM AFB3 (300x750) SECTION-2-2 300 750 3-20d 4L-8d@150c/c 3-25d SECTION-3-3 300 750 4L-8d@150c/c 3-25d 3 2 3 2 4 4 5 5 4-12d (SIDEFACE) 3-25d 3-20d 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 1980 3-20d+ 2-20d 1980 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 1980 1980 3-20d+ 2-20d 3-20d+ 2-20d 3-20d 4-12d 4-12d 4-12d 4-12d 4-12d 4-12d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 DETAILS OF BEAM AFB4 (300x450) SECTION-8-8 300 450 3-20d 8d @150c/c 4-12d 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 3000 3000 8d-4L-150C/C 3-20d 3-25d+ 3-25d 3-25d+ 3-25d 3-25d SECTION-9-9 300 450 3-20d 8d @150c/c 4-12d 2-20d DETAILS OF BEAM B3 (300x750) SECTION-5-5 300 750 3-20d 4L-8d@150c/c 3-25d SECTION-6-6 300 750 4L-8d@150c/c 3-25d 7 6 7 6 8 8 9 9 4-12d (SIDEFACE) 3-25d 3-20d DETAILS OF BEAM AFB1 (300x450) 1 DETAILS OF BEAM AFB5(300x450) 3-12d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 3-20d 2L-8d@150c/c 2L-8d@150c/c 2 3 4 5 6 7 8 9 10 11 12 13 14 8 3-20d 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 1 1 SECTION-1-1 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 3-12d 300 450 3-20d 2L-8d@150c/c DETAILS OF BEAM AFB6 (300x450) 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 DETAILS OF BEAM CSB1 (1200x1000) 8L-10d@200c/c 8L-10d@200c/c 8L-10d@200c/c 8L-10d@200c/c 8L-10d@200c/c 14-25d 14-25d 3 3 8-16d (SIDEFACE) 1 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8L-10d@200c/c 8L-10d@200c/c 8L-10d@200c/c 8-25d 8-25d 8-25d 8-25d 8-25d 8-25d 8L-10d@200c/c 8L-10d@200c/c 8L-10d@200c/c 8L-10d@200c/c 8L-10d@200c/c SECTION 3-3 8-25d 10d-8L-200C/C 8-25d 1200 1000 SECTION 4-4 14-25d 10d-8L-200C/C 8-16d 14-25d 1200 1000 5 BEAM LAYOUT AT PUMP FLOOR LVL @EL +429.811M 2 3 4 5 6 7 8 9 10 11 12 13 14 5 5 5 5 5 5 5 5 5 5 5 5 5 BACK RETAINING WALL 5 PFB4 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB1 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB4 PFB2 PFB3 PFB3 PFB4 PFB1 5 5 A D C 5 5 7000 5 C1-F1 C1-F1 1 FOOTING @ 431.000 LVL. C B B B' 5 5 CENTER LINE OF MOTOR SIDE WALL UP TO 434.311LVL. (TYP.) C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 EL +442.411M EL +438.511M 2L-8d@180c/c DETAILS OF BEAM MFB6(900x1500) 5 5 6 6 9 9 12 12 13 13 SECTION-13-13 600 900 4-25d 4-20d 4L-12d @150c/c 4-20d 14 14 15 15 SECTION-15-15 600 1200 4-25d 6-32d 4L-12d @150c/c 6-32d SECTION-17-17 17 17 16 16 MFB6 10d @100c/c (BOT) DETAILS OF BEAM SGFB2(300x600) 300 600 4-25d 4-20d 8d @150c/c c/s DETAILS OF B5(450x600) 450 600 4-25d 5-25d 2L-8d@150c/c B B1A B1A B1A B1A B1A B1A B1A B1A B1A B1A B1A B1A A LAYOUT OF BEAMS @ EL +438.511M PARTITION WALL UP TO 434.311LVL. (TYP.) C B C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 5 5 5 1a 1b 1b 8d@200c/c PFB1: 450x600 PFB2: 450x600 PFB3: 450x600 PFB4: 450x600 LEGEND: MFB11: 450x600 SGRB5: 300x450 CRB1: 1000x1200 CRB2: 300x750 3500 3500 900 3500 16d @110c/c (BOT.) 16d @110c/c 150 thk P.C.C. DETAILS OF FOOTING-F1 1200 900 10d @200c/c (TOP) 10d @200c/c (TOP) 16d @110c/c (BOT) 10d @200c/c A A SECTION A-A COLUMN C1(1200x900) 1200 900 18-25d 8d@150c/c DETIALLS OF COLUMN-C1(1200X900) STARTS FROM EL 431.00 LVL. TO EL +448.061 M 450 300 20-16d 8d@150c/c DETIALLS OF COLUMN-C2(300X450) STARTS FROM EL +429.811M TO EL+ 442.411M 2 3 4 5 6 7 8 12 13 11 10 9 14 5 5 5 5 5 5 5 5 5 5 5 5 3000 1 1 1 2-20d 5-20d DETAILS OF BEAM B2 (300x450) 5 PCC 1:3:6 150 THK EL +431.761M 2000 EL +431.761M THRUST BEAM THRUST BEAM THRUST BEAM THRUST BEAM THRUST BEAM THRUST BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM 5 5 5 5 5 5 4 4 3-12d 2-12d 8-16d (SIDEFACE) (SIDEFACE) A A 3-20d DETAILS OF BEAM MFB3(450x600) 12-12d 12-12d 6-12d(SIDEFACE) 8-12d(SIDEFACE) 2-25d 12-12d (SIDE FACE) 3-16d 5 5 5 5 5 10d @100c/c 12d @120c/c 12d @120c/c 12d @120c/c 10d @100c/c 12d @160c/c 10d @130c/c 12d @120c/c 10d @100c/c 10d @100c/c (TOP) 10d @130c/c (TOP) 10d @130c/c (TOP) DETIALLS OF COLUMN-C3(900X600) 900 600 22-25d 8d@150c/c STARTS FROM EL +434.311M TO EL+ 448.061M 450 300 20-16d 8d@150c/c DETIALLS OF COLUMN-C2A(300X450) STARTS FROM EL +434.311M TO EL+ 442.411M 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 Columns, Beams M30 20 mm FOOTINGS 2 M30 20 mm 9. ANY OVER BREAKAGES UNDER THE FOOTING MAYBE FILLED WITH C.C. M15 10. THE S.B.C OF THE FOUNDATION STRATA SHALL BE ENSURED TO 50T/M^ 2 BEFORE EXECUTION OF WORK. 11. THE STIRRUPS IN THE COLUMNS SHALL BE CONTINUED IN TIE BEAM/BEAMS PORTION. SPECIAL NOTE:- FOOTINGS AND COLUMNS IN MAINTANANCE BAY APPROVED EARLIER THE STIRRUPS IN THE COLUMNS AT BEAM PORTION SHALL BE CONTINUED. NOTES: 3. ALL LEVELS ARE IN METERS 6. COVER TO REINFORCEMENT: 5. TYPE OF CEMENT OPC b. BEAM = 25mm e. FOOTING (SIDES) = 25mm c. COLUMN (SIDES) = 40mm d. FOOTING (TOP & BOTTOM) = 50mm a. SLAB = 25mm 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 7. DEVELOPMENT LENGTH,Ld=50 x DIA. OF BAR 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 Columns, Beams M30 20 mm FOOTINGS 2 M30 20 mm 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 Columns, Beams M30 20 mm FOOTINGS 2 M30 20 mm THE STIRUUPS IN THE COLUMNS AT BEAM PORTION SHALL BE CONTINUED. NOTE: 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 Columns, Beams M30 20 mm FOOTINGS 2 M30 20 mm 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 COLUMNS, BEAMS M30 20 mm FOOTINGS 2 M30 20 mm 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 COLUMNS, BEAMS M30 20 mm FOOTINGS 2 M30 20 mm 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 COLUMNS, BEAMS M30 20 mm FOOTINGS 2 M30 20 mm 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 COLUMNS, BEAMS M30 20 mm FOOTINGS 2 M30 20 mm 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 COLUMNS, BEAMS M30 20 mm FOOTINGS 2 M30 20 mm 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 COLUMNS, BEAMS M30 20 mm FOOTINGS 2 M30 20 mm EL +431.000M EL +431.900M EL +430.850M C2A C2 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C1 C1 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 C2A C2 5 C2A THRUST BEAM REINFORCEMENT DETAILS 6NOS-20d 900 1000 12NOS-25d C.L OF THRUST BEAM(EL +431.761M) 8d-4LEGGED STIRRUPS @ 150 C/C 12NOS-25d MFB11 NO CHANGE NO CHANGE SYNTEX TANK OF 1500L AT EACH BAY 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 MFB10 C/S DETAILS OF MFB10(300x450) 300 450 3-16d 3-12d 2L-8d@150c/c 1. READ THIS DRG. WITH RELEVANT EQUIPMENT LAYOUT DRGS. 2. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED 4. GRADE OF CONCRETE : M-30, GRADE OF STEEL : Fe-415 7. DEVELOPMENT LENGTH, Ld=50 x DIA. OF BAR c. FOOTING (TOP & BOTTOM) = 50mm b. COLUMN (SIDES) = 40mm a. BEAM = 25mm 5. TYPE OF CEMENT OPC 6. COVER TO REINFORCEMENT: 3. ALL LEVELS ARE IN METERS NOTES: 8. DETAILING AT THE JUNCTION OF COLUMNS, BEAMS AND WALLS ETC., SHALL BE DONE AS PER 'SP-34'. S.NO ITEM MIX MSA 1 Columns, Beams M30 20 mm FOOTINGS 2 M30 20 mm 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. 9. FOR E.P. & OPENINGS MAY BE PROVIDE AS PER MECHANICAL DRAWING. MFB10 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 5-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d 3-20d+ 4-20d 3-20d 3-20d PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL RETAINING WALL SIDE RETAINING WALL SIDE BACK RETAINING WALL MFB5 MFB5 MFB5 MFB5 MFB5 MFB5 MFB5 MFB5 MFB5 MFB5 MFB5 MFB5 2-20d 8-25d 8-25d 1500 800 1275 3-20d 3-20d+ 1275 10 10 SECTION-10-10 300 450 3-20d 8d @150c/c 4-20d 3-20d 4-20d 2-20d 3-20d 3-20d 1980 3-25d+ 2-25d 1980 3-25d+ 2-25d 3-25d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 1980 3-25d+ 2-25d 1980 3-25d+ 2-25d 3-25d 1980 3-25d+ 2-25d 1980 3-25d+ 2-25d 3-25d 1980 3-25d+ 2-25d 1980 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 1980 1980 3-25d+ 2-25d 3-25d+ 2-25d 3-25d 3-16d 3-16d 3-16d 3-16d 3-16d 3-16d 2 3 4 5 6 7 8 9 10 11 12 13 14 8 DETAILS OF BEAM B3 (300x450) SECTION-8-8 300 450 3-25d 8d @150c/c 3-16d 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 2L-8d@150c/c 3000 3000 8d-4L-150C/C 3-20d+ 3-25d+ 4-25d 3-25d+ 4-25d 3-25d SECTION-9-9 300 450 3-25d 8d @150c/c 3-16d 2-25d DETAILS OF BEAM B4 (300x450) SECTION-6-6 450 750 3-20d 4L-8d@150c/c 5-25d SECTION-7-7 450 750 4L-8d@150c/c 3-25d 7 6 7 6 8 8 9 9 2-25d c/s DETAILS OF B5(450x600) 450 600 4-25d 4-25d 2L-8d@150c/c 1 5-20d DETAILS OF BEAM B3 (300x450) 2-20d 3-20d 3-20d 4-20d 4-20d 3-16d 3-16d PCC 1:3:6 150 THK C4-F2 600 450 16-20d 8L-8d@150c/c DETIALLS OF COLUMN-C4(450X600) STARTS FROM EL 431.00 LVL. TO EL +448.061 M 2000 2000 600 2000 12d @140c/c (BOT.) 12d @140c/c 150 thk P.C.C. DETAILS OF FOOTING-F2 600 450 8d @200c/c (TOP) 8d @200c/c (TOP) 12d @140c/c (BOT) 8d @200c/c B B SECTION B-B COLUMN C4(600x450) EL +431.000M EL +431.600M EL +430.850M 200 THK. 200 THK. 200 THK. 200 THK. 1275 1275 4-25d 4-25d+ 4-25d 4-25d+ 4-25d 4-20d+ 4-20d 4-20d 4-20d 4L-12d@150c/c 4-12d B1A : 300x300 B1: 300x450 B2: 300x450 B3: 300x450 B4: 300x450 LEGEND: B5: 450x600 B6: 300x450 2L-8d@150c/c 4-20d 9 3-20d 3-20d+ 3-20d 3-20d+ 3-20d 3-20d+ 1275 3-20d 1275 2L-8d@150c/c 1275 1275 2L-8d@150c/c 1275 1275 3-20d+ 2-20d 4-20d 4-20d+ 4-20d 4-20d 4-20d+ 4-20d 3-20d+ DETAILS OF BEAM CSB2(300x450) C D 4-20d 4-20d+ 4-20d 4-20d+ SECTION-5-5 300 450 4-20d 3-20d 8d @150c/c SECTION-6-6 300 450 3-20d 8d @150c/c 5 5 6 6 3-20d 3-20d 3-20d 3-20d 4-20d 4-20d 2L-8d@150c/c 1275 1275 2L-8d@150c/c 1275 1275 3-20d+ 3-20d 4-20d 4-20d+ 4-20d 4-20d 4-20d+ 4-20d 3-20d+ C D 4-20d 4-20d+ 4-20d 4-20d+ 300 450 4-20d 3-20d 8d @150c/c 300 450 3-20d 8d @150c/c 10 10 11 11 3-20d 3-20d 3-20d 3-20d 4-20d 4-20d 2L-8d@150c/c 1275 1275 2L-8d@150c/c 1275 1275 3-20d+ 3-20d 4-20d 4-20d+ 4-20d 4-20d 4-20d+ SECTION-10-10 SECTION-11-11 3-16d C4 C4 C C 12-12d 4L-12d@150c/c DETAILS OF BEAM AFB4 (300x450) 4-12d 4-12d 8-16d (SIDEFACE) 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 200 THK. 300 12d @200c/c DETAIL OF BREAST WALL EL +425.851M EL +429.330M PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL PIER WALL RETAINING WALL SIDE RETAINING WALL SIDE 4L-8d@150c/c 4-12d 4-12d MS-STRUCTURE

Language	English
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, einrichtungen, facilities, gas, gesundheit, house, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, pump, pumphouse, structure, super, wasser bestimmung, water