Cistern DWG Full Project for AutoCAD

Project of cistern with constructive details

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

section, dimension in meter, concrete strength f’c, strength: fy, bottom cistern, architectonic view, reinforced slab distribution plant, section, men hole, vent. pipe p.v.c., p.v.c. pipe sleeve, p.v.c. pipe sleeve, pit, concrete girder, cat stair, fo.ro., vent pipe p.v.c., right bar, p.v.c. ribbon, seal cm., fold bar, fold bars, temp., ref. por temp., section, men hole, men hole, stirrup, flotador, n.a.m., section, men hole, stirrup, right bars, stirrup

Raw text data extracted from CAD file:

\A1;8.40 \A1;6.40 \A1;2.70 \A1;6.40 \A1;6.00 \A1;0.20 \A1;0.20 \A1;8.40 \A1;8.00 \A1;0.20 \A1;0.20 \A1;4.70 \A1;0.20 \A1;0.20 \A1;0.60 \A1;2.70 \A1;2.70 \A1;0.60 \A1;0.20 \A1;0.20 \A1;6.40 \A1;6.00 \A1;0.20 \A1;0.20 \A1;0.35 \A1;0.70 \A1;2.00 \A1;6.40 \A1;6.00 \A1;6.40 \A1;0.20 \A1;0.20 \A1;6.00 \A1;1.81 \A1;8.40 \A1;1.82 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.80 \A1;6.40 \A1;0.45 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.68 \A1;1.67 \A1;2.25 \A1;2.30 \A1;0.10 \A1;0.90 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.70 \A1;1.25 \A1;0.50 \A1;0.83 \A1;0.30 \A1;0.50 \A1;0.60 \A1;0.60 \A1;1.73 \A1;0.22 \A1;0.22 \A1;0.10 \A1;0.60 \A1;0.08 \A1;0.10 \A1;0.12 \A1;0.10 \A1;0.12 \A1;0.08 \A1;0.07 \A1;0.80 \A1;1.81 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.80 \A1;0.12 \A1;0.08 \A1;0.10 \A1;0.07 \A1;0.12 \A1;0.08 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.20 \A1;0.40 \A1;1.81 \A1;0.21 \A1;0.40 \A1;0.40 5 5 5 SECTION A-A’ B B’ A’ A RE-BAR #4 @ 0.25 1.- DIMENSION IN METER -NOTAS- 2.- CONCRETE STRENGTH : f’c = 210 Kg/cm2 3.- RE-BARS STRENGTH: Fy = 4,200 Kg/cm2 BOTTOM CISTERN 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 ARCHITECTONIC VIEW 5 B’ 5 (TYPE) 5 A A’ 5 5 5 5 5 5 B 5 5 (TYPE) 5 5 5 REINFORCED SLAB DISTRIBUTION PLANT SECTION B-B’ MEN HOLE (TYPE) VENT. PIPE P.V.C. 2″d (TYPE) P.V.C. PIPE 10″d SLEEVE 5 5 5 5 5 P.V.C. PIPE 4″d SLEEVE (TYPE) PIT PIT CONCRETE GIRDER 5 5 5 5 5 5 5 5 CAT STAIR Fo.Ro. 3/4″d @ 0.30 (TYPE) A A’ 5 VENT PIPE P.V.C. 2″d 5 5 5 5 5 5 5 5 (TYPE) (TYPE) RIGHT BAR P.V.C. RIBBON SEAL 20 CM. (TYPE) FOLD BAR #3 @ 0.50 FOLD BARS RE-BAR #3 @ 0.30 TEMP. RE-BARS (TYPE) RE-BAR #3 @ 0.30 REF. POR TEMP. (TYPE) D D’ SECTION C-C’ MEN HOLE (TYPE) 5 5 (TYPE) (TYPE) 0.10 0.60 0.08 0.10 0.12 0.10 0.12 0.08 0.07 MEN HOLE 0.80 RE-BAR #4 @ 0.25 RE-BAR #4 @ 0.50 RE-BAR #4 @ 0.50 4 RE-BAR #3 STIRRUP #2 @ 0.30 (TYPE) B’ B FLOTADOR N.A.M. 5 5 5 5 5 5 5 #3 @ 0.50 #3 @ 0.50 5 5 5 S = 1% S = 1% 0.60 SECTION D-D’ 0.80 0.12 0.08 0.10 0.07 (TYPE) 0.12 0.08 0.10 MEN HOLE 2 RE-BAR #3 STIRRUP #2 @ 0.30 0.10 0.10 0.25 RIGHT BARS #3 @ 0.50 C’ C C D’ C’ D 5 STIRRUP #3 4 RE-BAR # 5 4 RE-BAR # 5 4 RE-BAR # 5 (TYPE) 15 15 15 20 20 20 20 20 35 35 35 20 20 20 20 15 15 15 35 35 35 20 2 RE-BAR # 3 0.20 0.40 5 5 5 5