Tank DWG Detail for AutoCAD

A ground base reservoir – Plants – Details

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

s.no, column, size, reinforcement, schedule of column reinforcement:, ld typ., typical., cws wall reinf., ladder, screed, cws wall, head room, gi puddle collar, ties, r.c. details of suction sump, section a-a, details of suction sump, head room beam layout, head room slab details, r.c. details of head room slab, colummn layout plan, r.c.details of sump, top roof beam layout plan, suction pipe, washout pipe, suction sump

Raw text data extracted from CAD file:

\A1;3630 \A1;36400 \A1;4000 \A1;4570 \A1;4000 \A1;4000 \A1;4000 \A1;4570 \A1;4000 \A1;3630 \A1;3630 \A1;3550 \A1;600 \A1;36400 \A1;4000 \A1;4570 \A1;4000 \A1;4000 \A1;4000 \A1;4570 \A1;4000 \A1;3630 \A1;LD TYP. \A1;LD TYP. \A1;LD TYP. \A1;LD TYP. \A1;LD TYP. \A1;LD TYP. \A1;36400 \A1;3630 \A1;4000 \A1;4570 \A1;4000 \A1;4000 \A1;4000 \A1;4570 \A1;4000 \A1;3630 \A1;2300 \A1;4000 \A1;450 \A1;450 \A1;450 \A1;450 \A1;2300 \A1;4000 \A1;450 \A1;450 \A1;450 \A1;450 \A1;300 \A1;300 \A1;300 \A1;300 \A1;900 \A1;900 \A1;250 \A1;WAIST SLAB THK 175mm \A1;09 EQ RISERS \A1;450 \A1;300 \A1;600 \A1;300 \A1;1100 \A1;250 \A1;WAIST SLAB THK 175mm \A1;10 EQ RISERS \A1;900 \A1;900 \A1;250 \A1;WAIST SLAB THK 175mm \A1;ld \A1;2000 \A1;450 \A1;1650 \A1;450 \A1;300 \A1;3700 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;400 \A1;1100 \A1;450 \A1;450 \A1;150 \A1;2500 \A1;2000 \A1;2000 \A1;4000 \A1;450 \A1;200 \A1;300 \A1;200 \A1;300 \A1;900 \A1;900 \A1;275 \A1;WAIST SLAB THK 175mm \A1;09 EQ RISERS \A1;450 \A1;900 \A1;900 \A1;275 \A1;WAIST SLAB THK 175mm \A1;09 EQ RISERS \A1;900 \A1;900 \A1;275 \A1;WAIST SLAB THK 175mm \A1;09 EQ RISERS \A1;300 \A1;\U+220536000 \A1;400 \A1;1100 \A1;d36800 \A1;2500 \A1;3975 \A1;400 \A1;1100 \A1;3630 \A1;4000 \A1;4570 \A1;4000 \A1;1700 \A1;4000 \A1;4570 \A1;4000 \A1;3630 \A1;36400 \A1;3630 \A1;4000 \A1;4570 \A1;4000 \A1;1700 \A1;4000 \A1;4570 \A1;4000 \A1;3630 \A1;36400 \A1;2300 \A1;2300 \A1;450 \A1;1500 \A1;2000 \A1;2300 \A1;4000 \A1;2300 \A1;4000 \A1;450 \A1;450 \A1;450 \A1;450 \A1;300 \A1;300 \A1;300 \A1;300 \A1;450 \A1;450 \A1;450 \A1;450 \A1;300 \A1;750 \A1;1050 \A1;300 \A1;700 \A1;1000 \A1;1000 \A1;09 EQ RISERS \A1;09 EQ RISERS \A1;1100 \A1;175 \A1;700 \A1;700 \A1;700 \A1;700 \A1;450 \A1;WAIST SLAB THK 200MM \A1;08 EQ RISERS \A1;08 EQ RISERS \A1;300 \A1;1000 \A1;1000 \A1;1000 \A1;1100 \A1;400 \A1;2100 (Pipe top lvl) (Depth D1) 5 5 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 3630 1 10 5 5 36400 A 3630 \W0.8;150 THK. P.C.C IN M15 B 5 5 5 5 5 5 5 3630 3600 KL S.NO 1. COLUMN ID C-1 COLUMN SIZE 300×300 C/s. OF COLUMN COLUMN REINFORCEMENT 4-12Ø SCHEDULE OF COLUMN REINFORCEMENT: \W0.83;\LTYP. OPENING REINFORCEMENT DETAILS 3-Y16@150 B/F LD TYP. LD TYP. TYPICAL. \W0.8;SCALE 1:25 LD TYP. \W0.83;\LTYP. OPENING REINFORCEMENT DETAILS 3-Y16@150 B/F LD TYP. LD TYP. TYPICAL. \W0.8;SCALE 1:25 LD TYP. C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1/C2 C1/C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 5 5 5 5 5 Y10@100C/C B2(300X450) B2(300X450) B2(300X450) B2(300X450) 3 5 3′ C D 5 450 450 450 450 3 5 3′ C D 5 450 450 450 450 200MM THK. SLAB 5 5 5 5 SB2 (300X450) 5 5 250 WAIST SLAB THK 175mm 09 EQ RISERS \W0.8;Y16@110C/C \W0.8;Y10@110c/c \W0.8;Y16@110C/C \W0.8;Y10@110C/C \A1;EQRISERS-29 THREAD-29 5 5 300 5 5-Y25(ST) 2L-Y10@120 5-Y20(ST) 5 250 WAIST SLAB THK 175mm 10 EQ RISERS 5 5 250 WAIST SLAB THK 175mm 16d @140C/C 16d @140C/C 16d @140C/C 16d @140C/C CWS WALL REINF. ld 16d @140C/C 16d @140C/C 5 5 5 LADDER SCREED CWS WALL 300 5 4-Y16(ST) 2L-Y10@200 4-Y16(ST) 175 THK. ROOF SLAB HEAD ROOM 5 5 5 5 5 5 5 5 5 400 5 5 5 5 5 \W0.8;FSL \W0.8;150 THK. P.C.C \W0.80000x;Y12@130 c/c \W0.8;Y10@125C/C \W0.8;Y16@140C/C \W0.8;Y16@140C/C \W0.8;Y12-140C/C \W0.8;Y12-140C/C \W0.8;Y10@125C/C \W0.80000x;Y10@160 c/c \W0.80000x;Y12@150 c/c \W0.80000x;1775 \W0.80000x;Y12@110 c/c \W0.80000x;2200 B1(300×600) 175 THK. 175 THK. 175 THK. B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) B1(300×600) MANHOLE 600×600 5 5 GI PUDDLE COLLAR A A C D 4000 450 200 5 200 5 SB(300×450) \W0.8;Y16@110C/C \W0.8;Y16@110C/C \W0.8;Y16@110C/C BEAM (300X450) BEAM (300X450) 5 5 5 WAIST SLAB THK 175mm 09 EQ RISERS \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y16-100C/C \W0.8;Y10-120c/c \A1;EQRISERS-27 THREAD-27 \LSB(300X450) \W0.8;SCALE 1:25 5 5 3-Y12(ST) 2L-Y8@100 3-Y12(ST) BEAM (300X450) BEAM (300X450) 5 5 5 WAIST SLAB THK 175mm 09 EQ RISERS \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y16-100C/C \W0.8;Y10-120c/c BEAM (300X450) 5 5 5 WAIST SLAB THK 175mm 09 EQ RISERS \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y10-120c/c \W0.8;Y16-100c/c \W0.8;Y16-100c/c \W0.8;Y16-100c/c 5 5 400 d36800 1 175 THK. 5 5 \W0.8;Y10@200c/c \W0.8;Y10@110C/C \W0.8;Y16@110C/C \W0.8;Y16@110C/C \W0.8;Y10@110C/C \W0.8;Y10@110C/C \W0.8;Y16@110C/C \W0.8;Y10@110C/C \W0.8;Y16@110C/C \W0.8;Y10@110C/C \W0.8;Y16@110C/C \W0.8;Y10@110C/C \W0.8;Y16@110C/C 3-Y16(ST) 2L-Y10@140 3-Y16(ST) TIES 8Ø@190 R.C. DETAILS OF SUCTION SUMP SECTION A-A DETAILS OF SUCTION SUMP 5 5 C/S DETAILS OF B1(300×600) C/S DETAILS OF B2(300×450) HEAD ROOM BEAM LAYOUT HEAD ROOM SLAB DETAILS B C D E F G H I J 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1/C2 C1/C2 5′ 5 5 SB2(300X450) SECTION AL ELEVATION OF STAICASE-2 SB2 (300X450) R.C. DETAILS OF HEAD ROOM SLAB Y10@100 C/C Y10@100 C/C Y10@100 C/C Y10@100 C/C B2 (300X450) B2 (300X450) 450 STAIRCASE-2 5 5 2. C-2 300×300 4-12Ø 8Ø@190 S.NO 1. COLUMN ID C-1 COLUMN SIZE 300×300 C/s. OF COLUMN COLUMN REINFORCEMENT 4-16Ø SCHEDULE OF COLUMN REINFORCEMENT: TIES 10Ø@250 2. C-2 300×300 4-16Ø 10Ø@250 A B B C D E F G H I J A B B C D E F G H I J COLUMMN LAYOUT PLAN SECTION 1-1 R.C.DETAILS OF SUMP HEAD ROOM BEAM LAYOUT Y10@100C/C B2(300X450) B2(300X450) B2(300X450) B2(300X450) 5 5 5′ E F 5 5 5 5′ E F 5 450 450 450 450 200MM THK. SLAB 5 5 5 5 HEAD ROOM SLAB DETAILS 450 450 450 450 2 3 4 5 6 7 8 9 1 10 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. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. 175 THK. SECTION AL ELEVATION OF STAICASE-2 TOP ROOF BEAM LAYOUT PLAN \A1;EQRISERS-28 THREAD-28 C1 C1 C1 C1 C1 C1 C1 C2 C2 GL.+0.000 GL.+0.000 SUCTION PIPE WASHOUT PIPE SUCTION SUMP STAIRCASE-2 5 5 5 5 5 5 STAIRCASE-2 5 1 2 3 4 5 6 7 8 10 9 11 12 14 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SB2 (300X450) SB2 (300X450) B1 (300X750) SECTIONAL DETAILS FOR STAIRCASE-2 B1 (300X750) 09 EQ RISERS 09 EQ RISERS 5 175 08 01 03 05 07 09 10 11 12 13 14 15 16 08 EQ RISERS 08 EQ RISERS 700 700 700 700 \W0.8;Y8@300c/c \W0.8;Y20@300c/c \W0.8;Y8@300c/c \W0.8;Y20@300c/c SB (300X450) \A1;EQRISERS-24 THREAD-24 450 2L-8d @100c/c 300 3-12d 3-12d SB(300×450) R.C.DETAILS OF STAIRCASE-1 \W0.8;Y8@300c/c \W0.8;Y20@300c/c \W0.8;Y8@300c/c \W0.8;Y20@300c/c SB (300X450) WAIST SLAB THK 200MM 01 SB1(300X450) \W0.26815; 3 \W0.26815; 5 \W0.26815; 7 \W0.26815; 8 \W0.29196; 9 11 13 15 16 17 19 20 22 24 SB1(300X450) SB1(300X450) SB1(300X450) 1000 1000 1000 \W0.8;\LSTAIRCASE -1 PLAN SB (300X450) 5 400 5