Concrete Slab DWG Section for AutoCAD

Contain plant of a house with mezanine slab andterrace in armed concrete; also contain details , sections details,sections of trabes and castles and a board resoved based a ribbed slab.

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

north, symbology, indicates key axis of cut indicates key cut of plane level change level of completion, column column lock diameter e. stirrups no. number f’c concrete strength single compression forces j.c. constructive board, Location, doroteo arango, aut., sunday sands, doroteo arango, and. concrete, concrete, concrete, and. do not. concrete, concrete e. do not., red brick, and. concrete, and. do not., concrete, concrete, and. do not., red brick, and. do not., j.c., north, symbology, indicates key axis of cut indicates key cut of plane level change level of completion, column column lock diameter e. stirrups no. number f’c concrete strength single compression forces j.c. constructive board, Location, doroteo arango, aut., sunday sands, doroteo arango, anchorage, welded Mesh, firm concrete, esc:, esc:, esc:, esc:, esc:, and. concrete, concrete, concrete, esc:, esc:, esc:, and. do not. concrete, esc:, concrete, esc:, concrete, esc:, esc:, esc:, concrete, floor ceilings, mezzanine floor

Raw text data extracted from CAD file:

0.60 2.65 1.45 0.75 2.40 1.50 1.40 0.30 8.20 19.25 3.70 1.75 2.25 2.90 2.63 5.88 19.10 1.25 0.30 2.65 0.90 0.15 0.90 3.55 0.15 0.30 2.50 14.00 1.55 2.50 1.05 3.60 0.85 1.50 2.80 13.85 2.25 4.05 0.60 2.65 0.75 2.40 1.50 1.40 19.25 3.70 1.75 2.25 2.90 19.10 14.00 1.55 2.50 1.05 3.60 0.85 1.50 2.80 13.85 1.55 0.90 0.15 0.90 3.55 0.02 0.11 0.02 0.15 0.02 0.11 0.02 0.15 0.02 0.21 0.02 0.25 0.02 0.21 0.02 0.25 0.02 0.11 0.02 0.15 0.02 0.26 0.02 0.30 0.10 0.40 0.94 0.10 0.40 0.25 0.02 0.21 0.02 0.25 0.02 0.46 0.02 0.50 0.15 0.10 0.20 0.30 0.15 0.21 0.40 0.61 0.60 0.10 0.20 0.90 1.35 0.60 0.70 0.15 2.50 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.15 2.63 0.10 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.68 1.70 0.80 0.15 1.28 0.30 2.58 0.15 0.15 1.40 1.00 0.50 1.25 0.73 0.30 0.59 0.10 0.62 0.62 0.62 0.62 0.62 0.62 0.67 0.30 1.08 0.15 1.50 0.10 0.10 0.10 0.10 0.10 0.10 0.79 0.72 0.72 0.72 0.72 0.72 0.72 0.87 0.10 0.55 0.15 0.05 0.20 0.46 0.50 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.20 0.02 0.11 0.02 0.15 0.02 0.11 0.02 0.15 0.25 0.25 0.15 0.30 0.02 0.21 0.02 0.02 0.21 0.02 0.02 0.11 0.02 0.02 0.26 0.02 0.25 0.50 0.02 0.21 0.02 0.02 0.46 0.02 0.20 2.60 0.20 3.00 0.02 0.26 0.02 0.30 0.02 0.56 0.02 0.60 0.30 0.20 0.40 0.60 NORTE SIMBOLOGIA A Y’ A-2 INDICA EJE CLAVE DEL CORTE INDICA CORTE CLAVE DEL PLANO CAMBIO DE NIVEL NIVEL DE TERMINADO K CASTILLO C COLUMNA T TRABE Ø DIAMETRO E. ESTRIBOS No. NUMERO F’C RESISTENCIA DEL CONCRETO A ESFUERZOS DE COMPRESION SIMPLE J.C. JUNTA CONSTRUCTIVA UBICACION DOROTEO ARANGO AUT. TLAXCALA-MEXICO DOMINGO ARENAS DOROTEO ARANGO K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 C-1 K-1 K-1 C-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 C-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 C-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-2 T-1 ø3/8 @ 25 ø3/8 @ 20 1 2 4 5 6 8 ø3/8 @ 20 ø3/8 @ 20 ø3/8 @ 25 ø3/8 @ 25 ø3/8 @ 25 ø3/8 @ 25 ø3/8 @ 25 ø3/8 @ 25 ø3/8 @ 25 3′ K-1 K-1 D E K-1 K-1 K-1 T-1 1 3′ ø3/8 @ 25 ø3/8 @ 20 4′ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C E F H D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 ø3/8 @ 25 ø3/8 @ 20 1 2 4 5 6 8 ø3/8 @ 25 ø3/8 @ 25 ø3/8 @ 20 ø3/8 @ 20 ø3/8 @ 20 ø3/8 @ 25 3′ 4′ 5 5 5 5 5 5 5 5 5 5 5 5 A C E F H D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 K-1 K-1 K-1 E-1 D-1 E-1 D-1 T-2 T-2 T-2 0.02 0.11 0.02 0.15 0.02 0.11 0.02 0.15 \A1;4d 3/8 E. No.2 @20cm. Concreto f ‘c= 250kg/cm² 0.02 0.21 0.02 0.25 0.02 0.21 0.02 0.25 6d 3/8 E. No.2 @ 20cm. Concreto f ‘c= 250kg/cm² 0.02 0.11 0.02 0.15 0.02 0.26 0.02 0.30 4d 3/8 E. No.2 @ 20cm 2d 1/2 Concreto f ‘c=250kg/cm² 0.10 0.40 0.94 0.10 0.40 D 0.25 0.02 0.21 0.02 0.25 0.02 0.46 0.02 0.50 2d 3/8 E. No. 2 @ 20cm. 4d 1/2 Concreto f ‘c= 250kg/cm² E-1 D-2 E-1 D-2 2 0.15 0.10 0.20 0.30 E-1 D-3 E-1 D-3 4 0.15 5 5 5 d3/8 @ 25cm. 2d3/8 d3/8 Concreto f’c=250kg/cm² E. No. 2 @ 20cm. 2d 1/2 Tabique rojo recocido \W7.69759; Ø3/8 @ 25cm. \W7.67225; Ø3/8 \W5.59836; E. No.2 @ 20cm. \W9.58268; \W0.41579; Concreto f’c=250kg/cm² \W8.52763; 2Ø 1/2 4d 3/8 d3/8 @ 20cm. E. No. 2 @ 20cm. Concreto f’c=250kg/cm² 2d 1/2 4d 3/8 2d 3/8 d3/8 @ 20cm. Concreto f’c=250kg/cm² \W7.52950; Ø3/8 @ 20cm. \W0.98271; E. No. 2 @ 20cm. E-1 D-4 E-1 D-4 Tabique rojo recocido d3/8 4d 3/8 E. No. 2 @ 20cm. @3/8 @ 25cm. 2d 3/8 0.60 0.10 0.20 0.90 4 J.C. J.C. NORTE SIMBOLOGIA A Y’ A-2 INDICA EJE CLAVE DEL CORTE INDICA CORTE CLAVE DEL PLANO CAMBIO DE NIVEL NIVEL DE TERMINADO K CASTILLO C COLUMNA T TRABE Ø DIAMETRO E. ESTRIBOS No. NUMERO F’C RESISTENCIA DEL CONCRETO A ESFUERZOS DE COMPRESION SIMPLE J.C. JUNTA CONSTRUCTIVA UBICACION DOROTEO ARANGO AUT. TLAXCALA-MEXICO DOMINGO ARENAS DOROTEO ARANGO C-1 C-1 C-1 T-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G 5 5 5 5 5 5 5 5 5 5 5 G 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 T-1 T-1 K-2 T-1 T-1 E-2 D-5 0.10 0.55 0.15 0.05 0.20 0.46 0.50 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 0.10 0.55 5 2d 1/2 E. No.2 @ 20cm. Anclaje 20cm. Malla electrosoldada 6×6/10×10 Firme de concreto f’c=250kg/cm² E. No.2 @ 20cm. 6d 3/8 H G K-1 ESC: 1:5 C-1 ESC: 1:5 T-1 ESC: 1:5 T-2 ESC: 1:5 D-1 D-2 D-3 D-4 ESC: 1:25 ESC: 1:25 ESC: 1:25 ESC: 1:25 E-2 D-5 T-2 T-2 0.02 0.11 0.02 0.15 0.02 0.11 0.02 0.15 \A1;4d 3/8 E. No.2 @20cm. Concreto f ‘c= 250kg/cm² 0.02 0.21 0.02 0.25 0.02 0.21 0.02 0.25 8d 3/8 E. No.2 @ 20cm. Concreto f ‘c= 250kg/cm² 0.02 0.11 0.02 0.15 0.02 0.26 0.02 0.30 4d 3/8 E. No.2 @ 20cm 2d 1/2 Concreto f ‘c=250kg/cm² K-1 ESC: 1:5 C-1 ESC: 1:5 T-1 ESC: 1:5 0.02 0.21 0.02 0.25 0.02 0.46 0.02 0.50 2d 3/8 E. No. 2 @ 20cm. 4d 1/2 Concreto f ‘c= 250kg/cm² T-2 ESC: 1:5 5 5 5 5 Concreto f ‘c= 250kg/cm² E. No.2 @ 20cm. 8d 3/8 C-2 C-2 C-2 C-2 C-2 ESC: 1:5 0.02 0.26 0.02 0.30 0.02 0.56 0.02 0.60 2d 3/8 E. No.2 @ 20cm 6d 3/8 Concreto f ‘c= 250kg/cm² T-3 ESC: 1:5 E-2 D-6 E-2 D-6 D-5 ESC: 1:25 D-6 ESC: 1:25 H 5 5 5 5 d3/8 @ 20cm. 4d 3/8 Concreto f’c=250kg/cm² E. No.2 @ 20cm. 2d 1/2 ø3/8 @ 25 PLANTA TECHOS PLANTA ENTREPISO