Underground Concrete Tanks DWG Detail for AutoCAD

structural detail for concrete tanks under Ground Used Tanks fuel at service stations

Drawing labels, details, and other text information extracted from the CAD file (Translated from Arabic):

hglhg :, k, u hglav, u, hgjhvd,, hsl hgahvu, hsl hgpd, vrl hglo ”, vrl hgr’um, lrdhs hgvsl, vrl hglav, u, vrl hguvq, hgl, hrt hglj, tvm, hgl, hrt hgl ‘g, fm, krw hgl, hrt, al qatari eng’g consultants, hbsjahvd, hglwdt, av: i jsidghj ggjs, dr, alhg, avr, yvf, hgh, g, hglks, f, hbvqd,, plhlhj, phvs, floor plan, top reinf., continous, depth, width, additional, schedule of beams:, mark, bottom reinf., remarks, ————, schedule of ribbed slab, using red bricks, top bars, bottom bars, dimensions, main bars, schedule of columns, colmuns, ties, finished grade line, not to scale, lsj, d hgp, a, sv vhf ‘, ulr hgptv’ frh gg’fdum,: hkhj, hghv , lrtgm, lean concrete, this column is up to, ground floor only, with wire mesh, bothways, sof, movable slab, hl. rft., walls rft. schedule, wall, type, th., vl. rft., each face, scale, roof slab framing plan, underground fuel tanks, foundation plan, section aa, for water proofing, pvc water stop, heavy duty steel round cover, pre-cast movable slab cover, section x -x, plan , section y -y, movable slab detail, see detail

Raw text data extracted from CAD file:

E W N S hglHg: k,U hglav,U hgjHvdÕ hgl,r´ hsL hgaHvU hsL hgpD hgfg]dm hgtvudm vrL hglo” vrL hgr’um lrdHS hgvsL vrL hglav,U hBvj]h]hJ vrL hguvQ [],G hglshphJ lsHpm hBvQ = 3443.00 hgl,hrT hglj,tvM hgl,hrT hgl’g,fm krW hgl,hrT 30 hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgl \j\,d\HJ vr\\\L hgg,p\\m 146 hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgoj! vzdS hgg[km L0 uf]hggI hgl,sD L0 lshu] fK hfvhidL hglpdh L0 uf]hggI fhd,kS L 2 ojL Hgl:jF Hgik]sD AL QATARI ENG’G CONSULTANTS HBsjahvD 0 0 – hglwdT 1 100-1 2011-10-25 178-10 lrjvP lp’I ,r,] av:I jsidghJ ggjs,dR hg[im hgp],] hBfuH] hBvj]h] alHG avR [k,F yvF 53.00 L 5.50 L 9.00 L L 65.50 L 3.00 L ahvU uvQ 10.40 L ahvU uvQ 36.00 L 6.00 ahvU uvQ 54.00 L [hv 65.50 L huqhx hgg[kI L0 d,sT hgl’dvD L0 uf] hgvplK hg]odG hggI s;vjdv hgg[kI 53.00 L hglsHpm L2 hgksfm % hB],hv hgh,G hglks,F hghsjo]hL l;hjF hBvqD o]lhJ sdhvhJ lhv;J ,l;jF ,plhlhJ ,phvS l;hjF l/gI lqohJ hg,r,] hglshpI hg;gdI hg],v hgh,G FLOOR PLAN 1 : 100 A AR-01 AR-01 FLOOR PLAN 2 – LEG STIRRUPS TOP REINF. CONTINOUS C A E DEPTH WIDTH CONTINOUS ADDITIONAL ADDITIONAL SCHEDULE OF BEAMS : MARK DIMENSIONS (cm) BOTTOM REINF. REMARKS B ( F2 ) ( F1 ) STIRRUPS (cm) d 8 @20 C/C HB1 32 30 4 d 14 ———— 4 d 14 ———— SCHEDULE OF RIBBED SLAB REMARKS STIRRUPS (cm) USING RED BRICKS d 8 @ 15 C/C d 8 @ 15 C/C TOP BARS BOTTOM BARS DIMENSIONS (cm) MARK CONTINOUS ADDITIONAL – – 2 d 14 CONTINOUS 2 d 10 32 32 R2 R1 15 15 B A C WIDTH DEPTH 2 d 12 2 d 10 d 8 @20 C/C HB2 32 40 3 d 16 3 d 16 3 d 16 3 d 16 HB3 32 50 HB4 32 60 HB5 32 70 HB6 32 120 4 d 16 4 d 16 4 d 16 5 d 16 4 d 16 5 d 16 5 d 16 5 d 16 5 d 16 5 d 16 5 d 16 6 d 16 9 d 16 DB1 50 20 60 20 3 d 16 ———— ———— 3 d 14 2 d 16 2 d 16 60 20 3 d 16 2 d 16 3 d 16 3 d 16 70 20 3 d 16 2 d 18 3 d 16 3 d 18 DB2 DB3 DB4 d 8 @12 C/C d 8 @15 C/C 2 – LEG STIRRUPS d 8 @12 C/C d 8 @15 C/C 2 – LEG STIRRUPS d 8 @12 C/C d 8 @15 C/C 2 – LEG STIRRUPS d 8 @12 C/C d 8 @15 C/C 2 – LEG STIRRUPS d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C d 8 @20 C/C 2 – LEG STIRRUPS 4 – LEG STIRRUPS 4 – LEG STIRRUPS 4 – LEG STIRRUPS 3 d 16 3 d 16 d 8 @ 15 C/C – 2 d 14 32 R3 15 2 d 14 d 8 @ 15 C/C – 2 d 14 32 R4 15 2 d 16 9 d 16 ———— 6 – LEG STIRRUPS 50 20 DB5 d 8 @12 C/C d 8 @15 C/C 2 – LEG STIRRUPS 2 d 18 2 d 14 d 8 @ 15 C/C – 32 R5 15 90 20 2 d 16 2 d 16 DB6 d 8 @12 C/C d 8 @15 C/C 2 – LEG STIRRUPS 2 d 16 2 d 16 60 20 2 d 14 2 d 14 DB7 d 8 @12 C/C d 8 @15 C/C 2 – LEG STIRRUPS 2 d 16 2 d 16 3 d 16 ———— ———— 3 d 16 8 d 16 C1 DIMENSIONS SECOND & ROOF DECK COLUMNS MAIN BARS GROUND & FIRST FLOOR COLUMNS SCHEDULE OF COLUMNS COLMUNS DIMENSIONS TIES MAIN BARS TIES C2 C3 C4 20×40 20×50 2x6d8/m’ 20×60 2x6d8/m’ 2x6d8/m’ 6d16 8d16 10d16 10d16 20×70 20×40 20×50 20×60 2x6d8/m’ 6d8/m’ 20×70 2x6d8/m’ 6d16 8d16 10d16 10d16 2x6d8/m’ 2x6d8/m’ 4d16 VERTICAL BAR DIA. = 16 mm COLUMN (FC) DIMENSIONS. STIRRUP DIA. = 8 mm (1:25) 5d8/m 5 5 20 cm THK CHB WALL W/ 5d8/m STIRRUPS W / 4d12 REINF. 20×20 TIE BEAM FINISHED GRADE LINE NOT TO SCALE 5 5 DETAIL SECTION “A” 5 5 5 TB & BB 10 mm d STIRRUPS @ 0.15 M.O.C. 5 5-14 mm d CONTINUOUS BARS rhu]M Hgs,v )rhu]M avd’dm( ul,] Hgs,v ) 0.20 * 0.30 ( lsj,D Hgp,A ‘hf,R HslkjD ltvY uvQ 20 sL sv vHf’ 5 ulR Hgptv ‘frh gg’fdum :hkhJ p]d] stgD , ug,D rhu]M ‘vtdm Hghv ]HoG HglfkD 5 5 lrtgm djL ,wG Hgp]d] HgstgD tD lkjwT Hgfp,v fdK HBul]M , ,wG Hgp]d] Hgug,D uk] HBul]M kihdhJ Hgp]d] Hgug,D j:,K f>H,dm , fhvjthU BdrG uK 30 sL 5 LEAN CONCRETE ovshkm uh]dm \A1;0.30 \A1;0.20 4 Ø 16 6 Ø 8/m 0.3 0.2 \A1;.20 \A1;.30 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.70 \A1;0.60 \A1;VERIFY \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.20 hglHg: k,U hglav,U hgjHvdÕ hgl,r´ hsL hgaHvU hsL hgpD hgfg]dm hgtvudm vrL hglo” vrL hgr’um lrdHS hgvsL vrL hglav,U hBvj]h]hJ vrL hguvQ [],G hglshphJ lsHpm hBvQ = 3443.00 hgl,hrT hglj,tvM hgl,hrT hgl’g,fm krW hgl,hrT 26 hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgl \j\,d\HJ vr\\\L hgg,p\\m 146 hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgoj! vzdS hgg[km L0 uf]hggI hgl,sD L0 lshu] fK hfvhidL hglpdh L0 uf]hggI fhd,kS L 2 ojL Hgl:jF Hgik]sD AL QATARI ENG’G CONSULTANTS HBsjahvD 0 0 – hglwdT 1 100-1 2011-10-25 178-10 lrjvP lp’I ,r,] av:I jsidghJ ggjs,dR hg[im hgp],] hBfuH] hBvj]h] alHG avR [k,F yvF 53.00 L 6.00 L 9.00 L L 65.50 L 3.00 L ahvU uvQ 10.40 L ahvU uvQ 36.00 L 6.00 ahvU uvQ 54.00 L [hv 65.50 L huqhx hgg[kI L0 d,sT hgl’dvD L0 uf] hgvplK hg]odG hggI s;vjdv hgg[kI 53.00 L hglsHpm L2 hgksfm % hB],hv hgh,G hglks,F hghsjo]hL l;hjF hBvqD o]lhJ sdhvhJ lhv;J ,l;jF ,plhlhJ ,phvS l;hjF l/gI lqohJ hg,r,] hglshpI hg;gdI hglHg: k,U hglav,U hgjHvdÕ hgl,r´ hsL hgaHvU hsL hgpD hgfg]dm hgtvudm vrL hglo” vrL hgr’um lrdHS hgvsL vrL hglav,U hBvj]h]hJ vrL hguvQ [],G hglshphJ lsHpm hBvQ = 3443.00 hgl,hrT hglj,tvM hgl,hrT hgl’g,fm krW hgl,hrT 30 hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgl \j\,d\HJ vr\\\L hgg,p\\m 146 hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgoj! vzdS hgg[km L0 uf]hggI hgl,sD L0 lshu] fK hfvhidL hglpdh L0 uf]hggI fhd,kS L 2 ojL Hgl:jF Hgik]sD AL QATARI ENG’G CONSULTANTS HBsjahvD 0 0 – hglwdT 1 100-1 2011-10-25 178-10 lrjvP lp’I ,r,] av:I jsidghJ ggjs,dR hg[im hgp],] hBfuH] hBvj]h] alHG avR [k,F yvF 53.00 L 5.50 L 9.00 L L 65.50 L 3.00 L ahvU uvQ 10.40 L ahvU uvQ 36.00 L 6.00 ahvU uvQ 54.00 L [hv 65.50 L huqhx hgg[kI L0 d,sT hgl’dvD L0 uf] hgvplK hg]odG hggI s;vjdv hgg[kI 53.00 L hglsHpm L2 hgksfm % hB],hv hgh,G hglks,F hghsjo]hL l;hjF hBvqD o]lhJ sdhvhJ lhv;J ,l;jF ,plhlhJ ,phvS l;hjF l/gI lqohJ hg,r,] hglshpI hg;gdI 1 2 A B C 1 2 A B C THIS COLUMN IS UP TO GROUND FLOOR ONLY hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgl \j\,d\HJ vr\\\L hgg,p\\m hClHkm l]dkm hgvdHQ hCuqHx hgg[km hgoj! vzdS hgg[km L0 uf]hggI hgl,sD L0 lshu] fK hfvhidL hglpdh L0 uf]hggI fhd,kS ojL Hgl:jF Hgik]sD AL QATARI ENG’G CONSULTANTS HBsjahvD 0 0 – huqhx hgg[kI L0 d,sT hgl’dvD L0 uf] hgvplK hg]odG hggI s;vjdv hgg[kI \A1;0.10 \A1;2.00 \A1;0.93 \A1;0.15 \A1;0.93 \A1;4.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;2.00 \A1;0.93 \A1;0.15 \A1;0.93 \A1;2.00 \A1;1.00 \A1;1.00 \A1;4.50 \A1;1.50 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.45 \A1;0.55 \A1;2.00 \A1;0.93 \A1;0.15 \A1;0.93 \A1;2.00 \A1;1.00 \A1;1.45 \A1;0.55 \A1;2.00 \A1;0.93 \A1;0.15 \A1;0.93 \A1;2.00 \A1;1.00 \A1;1.00 \A1;4.60 \A1;1.50 \A1;1.60 \A1;1.50 \A1;4.60 \A1;4.50 \A1;1.00 \A1;4.60 \A1;1.50 \A1;1.60 \A1;1.50 \A1;4.60 \A1;1.50 \A1;1.50 \A1;4.50 \A1;1.70 \A1;1.10 \A1;1.80 \A1;1.70 \A1;1.10 \A1;1.71 \A1;2.00 \A1;0.93 \A1;0.15 \A1;0.93 \A1;0.30 \A1;0.30 \A1;4.60 \A1;1.50 \A1;1.60 \A1;1.50 \A1;0.54 \A1;0.54 \A1;0.50 \A1;3.90 \A1;0.54 \A1;0.50 \A1;3.90 \A1;0.54 \A1;0.50 \A1;3.90 \A1;0.40 \A1;0.10 \A1;4.80 \A1;0.80 \A1;0.80 \A1;18.20 \A1;4.10 \A1;0.80 \A1;0.30 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.80 \A1;0.30 \A1;4.60 \A1;4.50 \A1;4.50 \A1;4.60 \A1;0.30 \A1;3.90 \A1;0.80 \A1;8.00 \A1;0.80 \A1;0.30 \A1;7.40 \A1;0.30 \A1;18.20 \A1;4.10 \A1;0.80 \A1;0.30 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.80 \A1;0.30 \A1;18.20 \A1;4.10 \A1;0.80 \A1;0.30 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.80 \A1;0.30 \A1;0.80 \A1;8.00 \A1;0.80 \A1;0.30 \A1;7.40 \A1;0.30 \A1;0.54 \A1;0.50 \A1;3.90 \A1;3.02 \A1;3.02 \A1;0.38 \A1;0.54 \A1;3.02 \A1;3.02 \A1;0.38 \A1;0.54 \A1;3.02 \A1;3.02 \A1;0.38 \A1;0.54 \A1;3.02 \A1;3.02 \A1;0.38 WITH WIRE MESH BOTHWAYS O.10m THICKNESS d8 @ 0.20m S.O.F \A1;6.50 \A1;5.90 \A1;2.40 \A1;2.00 \A1;2.10 \A1;1.85 \A1;1.10 \A1;1.45 \A1;2.10 \A1;0.80 \A1;0.80 \A1;18.20 \A1;4.60 \A1;4.50 \A1;4.50 \A1;4.60 \A1;0.30 \A1;4.10 \A1;0.20 \A1;0.20 \A1;4.10 \A1;0.20 \A1;0.20 \A1;4.10 \A1;0.20 \A1;0.20 \A1;4.10 \A1;0.30 \A1;1.80 \A1;1.10 \A1;1.70 \A1;1.70 \A1;1.10 \A1;1.70 \A1;1.70 \A1;1.10 \A1;1.70 \A1;1.70 \A1;1.10 \A1;1.80 \A1;18.20 movable slab movable slab movable slab movable slab movable slab movable slab movable slab movable slab movable slab movable slab movable slab movable slab 6.499999999999773 5.899999999999864 2.399999999999636 2.0 2.100000000000136 1.849999999999682 1.100000000000136 1.449999999999818 2.100000000000364 0.8000000000001819 0.7999999999997272 18.20000000000061 4.599999999976376 4.500000000000568 4.500000000000341 4.60000000002367 0.2999999999999545 4.100000000000136 5 5 4.099999999999909 5 5 4.100000000000364 5 5 4.099999999999909 0.2999999999996135 1.800000000000182 1.100000000000136 1.699999999976058 1.700000000024033 1.100000000000136 1.699999999976399 1.700000000024033 1.100000000000136 1.699999999976171 1.700000000024033 1.100000000000136 1.799999999999159 18.20000000000095 \A1;1.85 \A1;0.15 \A1;0.80 \A1;0.15 \A1;1.85 \A1;3.60 \A1;2.40 \A1;2.40 \A1;3.60 \A1;0.30 \A1;7.80 \A1;0.30 \A1;8.40 \A1;0.30 \A1;1.50 \A1;0.15 \A1;0.81 \A1;0.14 \A1;1.50 \A1;0.20 \A1;0.20 \A1;1.55 \A1;0.15 \A1;0.80 \A1;0.15 \A1;1.45 \A1;0.20 \A1;0.20 \A1;1.55 \A1;0.15 \A1;0.80 \A1;0.15 \A1;1.45 \A1;0.20 \A1;0.20 \A1;1.55 \A1;0.15 \A1;0.80 \A1;0.15 \A1;1.45 \A1;0.30 \A1;0.30 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.30 \A1;18.20 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.40 \A1;4.10 \A1;0.30 \A1;0.30 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 X X 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 W1 W1 W1 W1 W1 W1 W1 W1 W2 W3 W3 W3 W2 HL. RFT. d12 @150 WALLS RFT. SCHEDULE WALL TYPE W1 300 TH. VL. RFT. d16 @150 d12 @150 W2 300 d16 @150 d12 @150 W3 400 d14 @150 EACH FACE EACH FACE scale 1:100 ROOF SLAB FRAMING PLAN UNDERGROUND FUEL TANKS scale 1:100 FOUNDATION PLAN UNDERGROUND FUEL TANKS 5 5 5 5 5 5 .15M THK. CHB .15M THK. CHB .15M THK. CHB .15M THK. CHB scale 1:100 SECTION A-A UNDERGROUND FUEL TANKS .15M THK. CHB PROTECTION FOR WATER PROOFING 2 LAYERS 4MM THK. WATER PROOFING MEMBRANE PY40E250 12 MM d HORIZONTAL BARS .15M THK. CHB PROTECTION FOR WATER PROOFING 2 LAYERS 4MM THK. WATER PROOFING MEMBRANE PY40E250 .10M THK LEAN CONCRETE PROOFING MEMBRANE PY40E250 2 LAYERS 4MM THK. WATER PVC WATER STOP PVC WATER STOP A 14 MM d TOP AND BOTTOM BARS SPACE @ 150MM O. C. BOTHWAYS movable slab movable slab movable slab SPACE @ 150MM O.C. BOTH FACE 12 MM d VERTICAL BARS SPACE @ 150MM O.C. BOTH FACE 12 MM d HORIZONTAL BARS SPACE @ 150MM O.C. BOTH FACE 12 MM d VERTICAL BARS SPACE @ 150MM O.C. BOTH FACE HEAVY DUTY STEEL ROUND COVER PRE-CAST MOVABLE SLAB COVER 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECTION X -X X PLAN 5 Y Y SECTION Y -Y scale scale 1:30 scale 1:30 MOVABLE SLAB DETAIL X PLAN 5 Y scale 1:30 5 5 5 5 5 X PLAN 5 Y scale 1:30 5 5 X PLAN 5 Y scale 1:30 5 5 5 5 5 5 7d16/m’ 5d14/m’ 5 5 5 5 7d14/m’ 5d14/m’ 5 2d25 7d16/m’ 5d14/m’ 5 5 5 5 5 7d16/m’ 5d14/m’ 1:30 SEE DETAIL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 movable slab movable slab movable slab movable slab movable slab movable slab movable slab movable slab movable slab 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5