Surge Tank — Elevated DWG Detail for AutoCAD

A DETAILED DRAWING OF ELEVATED SURGE TANK

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

section of cylindrical wall, roof slab, manhole opening location, central layer, section x-x, floor slab, section y-y, section z-z, n.g.l, section at x-x, elevation at a-a, layout of columns, outer top ring, outer bottom ring, outer, column, inner, s.no, size, reinforcement, from, level, ties, schedule of column reinforcement:, typical beam details

Raw text data extracted from CAD file:

\A1;800 \A1;800 \A1;400 \A1;850 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;300 \A1;300 \A1;750 \A1;600 \A1;450 \A1;300 \A1;600 \A1;1000 \A1;600 \A1;600 \A1;1000 \A1;1000 \A1;1200 \A1;2000 \A1;230 \A1;450 \A1;230 \A1;450 \A1;600 \A1;600 \A1;600 \A1;900 \A1;300 \A1;300 \A1;500 \A1;1250 \A1;2200 \A1;2200 \A1;500 \A1;1250 \A1;500 \A1;1250 \A1;2200 \A1;2200 \A1;500 \A1;1250 \A1;1020 \A1;2788 \A1;4015 \A1;2547 \A1;2547 \A1;600 \A1;12000 \A1;3807 \A1;3807 \A1;2788 \A1;1020 \A1;2788 \A1;3807 \A1;3807 \A1;2788 \A1;4015 \A1;7200 \A1;4015 \A1;1053 \A1;1053 \A1;4015 \A1;3400 \A1;5850 \A1;15000 \A1;1020 \A1;1020 \A1;600 \A1;1000 \A1;300 \A1;350 \A1;125 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; SECTION OF CYLINDRICAL WALL PLAN OF ANNULAR FOOTING AT EL+157.00 R/F DETAILS OF BR1 & BR2 \A1;3-12d \A1;8d@250c/c 2-12d R/F DETAILS OF FRB1 4-25d \A1; R/F DETAILS OF FRB2 R/F DETAILS OF TRB2 R/F DETAILS OF TRB1 \A1; \A1; \A1; \A1;8d@250c/c 2-12d \A1;3-12d 8d@150c/c(Both faces) 12d@175c/c(Both faces) 12d@125c/c(Both faces) ROOF SLAB (Above EL+174.85 upto175.85) (From level EL+171.00 upto171.85 \A1;150 \A1;230 12d@225c/c(Both faces) (Above EL+173.85 upto174.85) R/F DETAILS OF BRB1 R/F DETAILS BRB2 \A1; \A1; (Above EL+172.85 upto173.85) 12d@150c/c(Both faces) (Above EL+171.85 upto172.85) \A1; ADDITIONAL R/F AT MANHOLE OPENING LOCATION 2Nos-12Y TOP & BOTTOM (TYP) 2Nos-10Y CENTRAL LAYER 800 (TYP) EXTRA R/F AT PIPE OPENINGS 800 (TYP) (TYP) 2-10Y 2-10Y AT CENTRE 400 (BOTH FACES) \A1;750 \A1;750 \A1;1000 \A1;1000 \A1; \A1; 750×750 MANHOLE (AT SUITABLE LOCATION) \A1; \A1; \A1; \A1; 10d@100c/c (BOTTOM) \A1; \A1; \A1; 10d@100c/c (BOTTOM) \A1; \A1; \A1; \A1; 1000 1000 1000 1000 1000 850 8d@150c/c(Both faces) (Above EL+175.85 upto176.85) \A1; 8d@150c/c (Both faces) \A1; \A1; \A1; \A1; 300 300 750 600 450 300 600 1000 600 600 1000 1000 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; SECTION X-X SECTION X-X \A1; 10d@100c/c (TOP) 20d@110c/c (BOTTOM) 20d@110c/c (BOTTOM) \A1; \A1; X X \A1; \A1; 1200 2000 450 230 450 230 600 600 600 4-20d 900 R/F DETAILS FOR ROOF SLAB AT EL +176.85 HALF TOP & HALF BOTTOM(125mm thick slab) R/F DETAILS FOR FLOOR SLAB AT EL +171.00 HALF TOP & HALF BOTTOM(350mm thick slab) BEAM(TRB2) BEAM(TRB1) 10Ø@200c/c 10Ø@100c/c (TOP) (TOP) 10Ø@200c/c (TOP) BEAM(BRB2) BEAM(BRB1) 20Ø@110c/c (TOP) 20Ø@110c/c (TOP) 20Ø@110c/c (TOP) 20Ø@110c/c (TOP) FLOOR SLAB 350mm thick 20Ø@110c/c 20Ø@110c/c 20Ø@110c/c 20Ø@110c/c 7No’s-8d LINKS IN EACH MERIDONAL BAR(TYP.) SECTION Y-Y 20Ø@110c/c Y Y 8Ø@200c/c (BOT.) 16Ø@150c/c (BOT.) 8Ø@200c/c (BOT.) 8Ø@200c/c (TOP) 8Ø@200c/c (TOP) 8Ø@200c/c (TOP) 6-12Ø(SIDEFACE) 5-25Ø 6-12Ø(SIDEFACE) 4L-10d@100c/c 10Ø@200c/c 10Ø@100c/c 10Ø@100c/c 10Ø@100c/c SECTION Z-Z 10Ø@100c/c 8Ø@200c/c (BOT.) 8Ø@200c/c (TOP) 16Ø@150c/c (BOT.) 8Ø@200c/c (TOP) 8Ø@200c/c (BOT.) 8Ø@200c/c (TOP) 8Ø@200c/c (BOT.) 4L-10Ø@100c/c 5-25Ø 4-20Ø 3-16Ø 3-16Ø 8Ø@250c/c 4L-10Ø@100c/c 4-20Ø 5-25Ø 3-16Ø 3-16Ø 8Ø@250c/c 4L-10Ø@100c/c 4-20Ø 4-12Ø(SIDEFACE) 300 300 10Ø@100c/c 10Ø@200c/c Z Z 500 1250 2200 2200 500 1250 500 1250 2200 2200 500 1250 R1=7430 R2=3600 SIZE : A2 ±159.00LEVEL N.G.L ±157.00LEVEL 125mm thick ROOF SLAB SUBMERGED COLUMNS 300×300 INNER TOP ROOF BEAM 300×450 ±159.00LEVEL N.G.L FLOOR SLAB 400mm thick \A1;600 ±171.00 LEVEL ±176.85 LEVEL \A1;4125 \A1;1000 ±167.00 LEVEL ±163.00 LEVEL SECTION AT X-X OUTER BOTTOM RING BEAM 600×900 OUTER ROW COLUMN 450×450 OUTER TOP ROOF BEAM 300×300 BRACE BEAM 300×600 INNER ROW COLUMN450x450 INNER BOTTOM RING BEAM 600×600 \A1;300 OUTER FOUNDATION GIRDER 600×750 750×750 MANHOLE (AT SUITABLE LOCATION) \A1;1000 300d OVERFLOW PIPE ±171.00 LEVEL ±176.85 LEVEL ±173.85 LEVEL ±175.85 LEVEL \A1;C3 \A1;C3 \A1;C3 \A1;C3 \A1;C3 \A1;4125 \A1;1000 ±159.00LEVEL N.G.L ±171.00 LEVEL ±176.85 LEVEL ±159.00LEVEL N.G.L ELEVATION AT A-A ±167.00 LEVEL ±163.00 LEVEL ±173.85 LEVEL ±175.85 LEVEL PLINTH BEAM LEVEL PLAN @ +159.00 FOUNDATION LEVEL PLAN @ +157.00 BRACING BEAM LEVEL PLAN @ +163.00 & +167.00 FLOOR SLAB & BEAM LEVEL PLAN @ +171.00 LAYOUT OF COLUMNS ROOF LEVEL PLAN @ +176.85 \A1;12000 \A1;150 \A1;230 \A1;150 \A1;230 \A1;1000 1020 2788 3807 3807 2788 1020 BR1 BR2 BR1 BR1 BR1 BR1 BR1 BR1 BR1 BR1 BR1 BR1 BR1 BR2 BR2 BR2 BR2 BR2 BR2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 FB1 FB1 FB1 FB2 FB2 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB2 FB2 FB2 FB2 FB2 FB2 RB1 RB1 RB2 RB2 RB1 RB1 RB1 RB1 RB1 RB1 RB1 RB1 RB1 RB1 RB2 RB2 RB2 RB2 RB2 RB2 TRB1 TRB2 TRB1 TRB1 TRB1 TRB1 TRB1 TRB1 TRB1 TRB1 TRB1 TRB2 TRB2 TRB2 TRB2 TRB2 TRB2 TRB2 X X A A 2788 3807 3807 2788 4015 7200 4015 5 5 5 5 5 4015 TRB1 3400 600 5850 12000 15000 1020 1020 OUTER TOP RING BEAM(TRB1) EL+176.85 EL+175.85 EL+174.85 EL+173.85 EL+172.85 EL+171.85 EL+171.00 OUTER BOTTOM RING BEAM(BRB1) OUTER COLUMN INNER COLUMN 600 1000 300 Beams @ EL +157.00M Beams @ EL +159.00M R/F DETAILS OF -PB1&PB2 Beams @ EL +163.00 & 167.00M Beams @ EL +171.00M Beams @ EL +176.85M S.NO 1. COLUMN ID C-1 COLUMN SIZE 450×450 C/s. OF COLUMN COLUMN REINFORCEMENT 8-16Ø FROM TO 150.00 LEVEL 2. C-2 450×450 8-16Ø 171.00 TIES 8Ø@150 8Ø@150 150.00 171.00 2. C-3 300×300 4-16Ø 8Ø@150 171.00 176.85 SCHEDULE OF COLUMN REINFORCEMENT: Ld L1 0.1 L1 0.75 L1 0.3L 0.3L 0.15 L1 0.15 L2 0.1L L2 TYPICAL BEAM DETAILS 150 THK. PC.C. 1:3:6 WITH 40 MSA (TYP.) FRB1 FRB2 350 125