Over Head Tank (Oht) DWG Plan for AutoCAD

150 KLT OHT. Plan – Section – Structure

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

north, ring beam detail, plan at plinth beam lvl, rings, raft foundation, zone b, zone a, landing lvl, tie beam lvl, detail of man hole, prepared joint surface, vertical bars, typical detail of construction joint, radial bar shaped, rest, top dome, cons. joint all along refer detail, bottom dome, rcc wall, refer det., girder beam, girder beam in ele., col. in ele., detail of girder beam plan in circular, section at b-b, section at a-a, part reinf plan at tom of bottom dome

Raw text data extracted from CAD file:

NORTH N PCC PLINTH PROTECTION WITH DRAIN (REF. DETAIL) GL PCC PLINTH PROTECTION WITH DRAIN (REF. DETAIL) \A2;1850 \A2;3100 \A2;1550 \A2;1550 \A2;R2000 \A2;45° \A2;135° \A2;45° \A2;45° \A2;900 \A2;300 \A2;1850 \A2;3100 \A2;1550 \A2;1550 \A2;R2000 \A2;45° \A2;45° \A2;45° \A2;45° \A2;4600 \A2;750 \A2;1000 \A2;450 \A2;300 \A2;400 \A2;R2000 \A2;45° \A2;1850 \A2;45° \A2;45° \A2;45° \A2;2350 \A2;4550 \A2;300 \A2;450 \A2;300 \A2;450 \A2;450 \A2;450 \A2;300 \A2;300 \A2;R4430 \A2;300 \A2;500 \A2;600 \A2;ZONE B \A2;600 \A2;200 \A2;200 \A2;200 \A2;200 \A2;135° \A2;RINGS \A2;450 \A2;450 \A2;300 \A2;900 \A2;450 \A2;300 \A2;900 \A2;150 \A2;450 \A2;450 \A2;470 \A2;450 \A2;900 \A2;450 \A2;900 \A2;600 \A2;500 \A2;500 \A2;150 \A2;X/4 \A2;X/2 \A2;X \A2;150 \A2;150 \A2;R500 \A2;Y/2 \A2;Y \A2;R500 \A2;Y/4 \A2;200 \A2;200 \A2;R/4 \A2;R/4 \A2;R/2 \A2;150 \A2;150 \A2;R/4 \A2;R/4 \A2;R/2 \A2;6800 \A2;530 \A2;3750 \A2;300 \A2;1450 \A2;150 \A2;100 \A2;750 \A2;100 \A2;150 \A2;100 \A2;450 \A2;150 \A2;400 \A2;900 \A2;1200 \A2;300 \A2;160 \A2;1800 \A2;3300 \A2;2500 \A2;750 \A2;450 \A2;2500 \A2;4000 \A2;20840 \A2;REST \A2;1200 \A2;1200 \A2;135° \A2;750 \A2;500 \A2;450 \A2;300 A B 5 5 5 5 5 5 5 5 5 1 2 3 4 DN LB1 B1 TB1 B1 5 6 5 5 A B 5 5 5 5 5 5 5 5 5 1 2 3 4 DN LB1 B1 TB1 B1 5 6 5 7-20\fISOCPEUR|b0|i0|c0|p34;d 6-16\fISOCPEUR|b0|i0|c0|p34;d 10dL@ 100C/C 5 5 7-20\fISOCPEUR|b0|i0|c0|p34;d RING BEAM DETAIL PLAN AT PLINTH BEAM LVL PLAN AT +22290 LEVEL 5 5 5 MAIN REINF 12-20d RINGS ZONE A 10d@100 C/C ZONE B 10d@150 C/C MAIN REINF 12-20d RINGS ZONE A 10d@100 C/C ZONE B 10d@150 C/C DETAIL OF COL.(C1) DETAIL OF COL.(C2) 5 5 5 5 5 5 1 2 3 4 C2 PLAN AT PLINTH BEAM LVL C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 5 5 5 5 5 TB1 TB1 450 DIA 8 NOS 450 DIA 8 NOS 5 RAFT FOUNDATION 5 5 DETAIL OF TB1/B1 3-25\fISOCPEUR|b0|i0|c0|p34;d 3-25\fISOCPEUR|b0|i0|c0|p34;d A A 5 ZONE B 5 ZONE A ZONE A 5 5 5 5 5 RINGS 10d @100 C/C AS/ DETAIL AS/ DETAIL AS/ DETAIL AS/ DETAIL COL C1 20dX4 NOS COL C1 PART RELIEF. DETAIL OF GIRDER BEAM & COLUMNS 5 5 5 5 8d@200C/C 12d@120C/C LANDING BEAM LB-1 10d@200C/C LANDING LVL PLINTH BEAM PB-2 10d@120C/C LANDING LVL 5 5 5 8d@200C/C 12d@120C/C LANDING BEAM LB-1 10d@200C/C LANDING LVL PLINTH BEAM PB-2 10d@120C/C LANDING LVL 5 12d@120C/C 5 5 10d@200C/C 8d@200C/C 12d@120C/C 5 5 5 LANDING BEAM LB-1 10d@200C/C LANDING LVL 10d@120C/C TIE BEAM LVL 5 10d@200C/C 8d@200C/C 12d@200C/C TIE BEAM TB-1 SECTION 2-2 LANDING TO THE BEAM SECTION 1-1 GF FL TO LANDING SECTION 3-3 TIE BEAM TO LANDING 5 5 5 5 4 NO. 12 MM 8MM @ 200 C/C DETAIL OF MAN HOLE 5 X PVC WATER BAR 175 WIDE PREPARED JOINT SURFACE VERTICAL BARS TYPICAL DETAIL OF CONSTRUCTION JOINT X/4 X/2 X 150 150 R500 RADIAL BAR SHAPED 100 THIK P.C.C. 20 @ 150 C/C AT EDGE AND CURTAIN AS SHOWN 20d @150 C/C (BOTHWAYS) 12d @150 C/C (BOTHWAYS) \W0.52823; PART REINF PLAN AT \W0.52823; BOTTOM OF RCC \W0.52823; CIRCULAR RAFT Y/4 Y/2 Y R500 RADIAL BAR SHAPED 100 THIK P.C.C. 16 @ 150 C/C AT EDGE AND CURTAIN AS SHOWN 16d @150 C/C (BOTHWAYS) 16d @150 C/C (BOTHWAYS) PART REINF PLAN AT TOP \W0.23367; OF RCC CIRCULAR \W0.23367; RAFT 200 200 R/4 R/4 R/2 150 10d@150 C/C HOOP BARS 10d@150 C/C AT EDGE AND CURTAIN AS SHOWN R/4 R/4 R/2 150 12d@150 C/C HOOP BARS 12d@150 C/C AT EDGE AND CURTIAN AS SHOWN 5 5 5 5 5 5 5 5 5 5 5 3-16\fISOCPEUR|b0|i0|c0|p34;d SKIN REINF. ON EACH FACE 2-25d+ 3-20d 2-25d+ 4-20d 12d @ 110C/C 5 5 5 5 5 5 2-25d+ 4-20d 2-25d+ 3-20d 5 5 5 B B 5 5 5 5 5 20840 REST 5 5 TOP DOME 8d @200C/C 8d @160C/C (BOTHWAY) 300X300 TOP RING BEAM 8-12d CONS. JOINT ALL ALONG REFER DETAIL BOTTOM DOME 1200X450 RING BEAM RCC WALL 10d1800C/C BENT TO SHAPE 1200X600 BOTTOM RING BEAM 18-16d 20d@200C/C 10d@200C/C REFER DET. 2-25d+4-20d 2-25d 3-20d 3-12d SKIN REINF ON EACH FACE 450 DIA COL. 8-NOS. GIRDER BEAM GIRDER BEAM GIRDER BEAM IN ELE. 12-20d GIRDER BEAM GIRDER BEAM COL. IN ELE. 5 3-16\fISOCPEUR|b0|i0|c0|p34;d SKIN REINF. ON EACH FACE 12d @ 110C/C COL. IN ELE. PB1 PB1 16d200C/C 16d200C/C RING BEAM 1000X750 COL. IN ELE. PB1 5 5 4-25d 2-25d 25d@ 10C/C 5 5 3-25d 3-25d 10d@ 100C/C DETAIL OF PB1 PLAN IN CIRCULAR DETAIL OF GIRDER BEAM PLAN IN CIRCULAR SECTION AT B-B SECTION AT A-A \W0.47177; PART REINF PLAN AT \W0.47177; BOTTOM OF TOP DOME PART REINF PLAN AT TOM OF BOTTOM DOME +13270 LVL +9690 LVL +6110 LVL +2530 LVL