Solid Slab DWG Detail for AutoCAD

Solid Slab DWG Detail for AutoCAD

The file contains a draft bedroom home on two levels where the structural drawings of reinforced concrete slab or flat slab are located; Likewise include cutting; details; specifications and construction details well detailed joints in girders; columns; castles and slabs

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

scale, indicates key axis of cut indicates key cut of plane level change level of completion, castle column trabe diameter e. stirrups no. number f’c concrete strength single compression forces j.c. construction gasket, Location, localization map, street santa cruz, avenue tlahuac, closed, gypsy street, alley, closed, scale, north, symbology, indicates key axis of cut indicates key cut of plane level change level of completion, castle column trabe diameter e. stirrups no. number f’c concrete strength single compression forces j.c. construction gasket, Location, and. concrete, concrete, concrete, and. do not. concrete, concrete and. 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, castle column trabe diameter e. stirrups no. number f’c concrete strength single compression forces j.c. construction gasket, Location, doroteo arango, aut., sundays arenas, 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, localization map, street santa cruz, avenue tlahuac, closed, gypsy street, alley, closed, draft:, house room, construction workshop, Bachelor of Architecture, revised:, Specifications:, design:, Location:, localization map:, National University, autonomous from mexico, flat:, college, esc:, finished in:, finished finish, slabs, rooftop, floors, walls, arq. solis garduño eleuterio, villanueva flores jonathan, national, autonomous, from Mexico, c.p. deleg. d.f., gypsy street lot col. the nopalera, solid structural slab, draft:, house room, construction workshop, Bachelor of Architecture, revised:, Specifications:, design:, Location:, localization map:, National University, autonomous from mexico, flat:, college, esc:, arq. solis garduño eleuterio, villanueva flores jonathan, national, autonomous, from Mexico, c.p. deleg. d.f., gypsy street lot col. the nopalera, solid structural slab, and. concrete, concrete, concrete, and. do not. concrete, concrete and. do not., and. concrete, and. do not., concrete, concrete, and. do not., red brick, and. do not., j.c., esc:, esc:, esc:, esc:, esc:, floor ceilings, anchorage, welded Mesh, firm concrete, and. concrete, concrete, concrete, esc:, esc:, esc:, and. do not. concrete, esc:, concrete, esc:, concrete, esc:, esc:, esc:, concrete, mezzanine floor, swing, walking stick, straight rods, high part of the slab, lower part of the slab, high part of the slab, slab detail, medium girdle, outer girdle, medium girdle, slab detail, concrete

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 10 ESCALA 1:150 0 1 2 3 4 5 6 7 8 9 15 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 CROQUIS DE LOCALIZACION CALLE SANTA CRUZ AVENIDA TLAHUAC CERRADA S/N. CALLE GITANA CALLEJON S/N. CERRADA S/N. 0.90 0.15 0.30 0.10 0.40 0.94 0.10 0.40 0.25 0.50 0.10 0.20 0.30 0.21 0.40 0.61 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 14.00 1.55 2.50 1.05 3.60 0.85 1.50 2.80 13.85 4.05 0.02 0.11 0.02 0.15 0.02 0.11 0.02 0.15 0.25 0.25 0.60 0.10 0.20 1.35 0.02 0.11 0.02 0.02 0.26 0.02 0.25 0.02 0.21 0.02 0.02 0.46 0.02 0.15 0.15 1.25 0.30 2.65 0.90 0.15 0.90 3.55 0.15 0.30 2.50 2.25 0.02 0.21 0.02 0.02 0.21 0.02 0.25 0.25 0.15 0.30 0.25 0.50 3.00 0.30 0.10 0.10 0.10 0.10 0.10 0.10 0.72 0.72 0.72 0.72 0.72 0.60 2.65 0.75 2.40 1.50 1.40 19.25 3.70 1.75 2.25 2.90 19.10 3.55 14.00 1.55 2.50 1.05 3.60 0.85 1.50 2.80 13.85 0.60 0.10 0.55 0.15 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 0.02 0.11 0.02 0.15 0.02 0.11 0.02 0.15 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.15 0.10 0.65 0.65 0.65 0.65 0.65 0.65 0.68 0.02 0.21 0.02 0.02 0.21 0.02 0.02 0.11 0.02 0.02 0.26 0.02 0.02 0.21 0.02 0.02 0.46 0.02 0.20 2.60 0.20 0.02 0.26 0.02 0.02 0.56 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 0.08 1.43 0.87 1.55 0.90 0.15 0.90 0.02 0.30 0.20 0.40 0.60 0.05 0.20 0.46 0.20 0.60 0.70 0.15 2.50 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 2.63 0.65 0.65 1.70 0.80 0.15 1.28 L 1/4 L 1/2 L 1/4 L 5 4 0 1 2 3 ESCALA 1:50 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 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 6x6/10x10 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 CROQUIS DE LOCALIZACION CALLE SANTA CRUZ AVENIDA TLAHUAC CERRADA S/N. CALLE GITANA CALLEJON S/N. CERRADA S/N. Proyecto: CASA HABITACION TALLER DE CONSTRUCCION LICENCIATURA EN ARQUITECTURA REVISÓ: ESPECIFICACIONES: DISEÑO: Ubicacion: croquis de localizacion: UNIVERSIDAD NACIONAL AUTONOMA DE MEXICO PLANO: UNIVERSIDAD ESC: 1: ACABADO EN: A) ACABADO INICIAL\H1.25x; B) \H0.8x;ACABADO INTERMEDIO\H1.25x; C) \H0.8x;ACABADO FINAL A B C LOSAS AZOTEA A B C C B A PISOS C B A MUROS E.-01 ARQ. SOLIS GARDUÑO ELEUTERIO VILLANUEVA FLORES JONATHAN NACIONAL AUTONOMA DE MEXICO N C.P. 13220, DELEG. TLAHUAC, MEXICO, D.F. CALLE GITANA S/N LOTE 5, COL. LA NOPALERA LOSA MACIZA ESTRUCTURAL Proyecto: CASA HABITACION TALLER DE CONSTRUCCION LICENCIATURA EN ARQUITECTURA REVISÓ: ESPECIFICACIONES: DISEÑO: Ubicacion: croquis de localizacion: UNIVERSIDAD NACIONAL AUTONOMA DE MEXICO PLANO: UNIVERSIDAD ESC: 1: E.-02 ARQ. SOLIS GARDUÑO ELEUTERIO VILLANUEVA FLORES JONATHAN NACIONAL AUTONOMA DE MEXICO N C.P. 13220, DELEG. TLAHUAC, MEXICO, D.F. CALLE GITANA S/N LOTE 5, COL. LA NOPALERA LOSA MACIZA ESTRUCTURAL 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 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. \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. 5 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 PLANTA TECHOS 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 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 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 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 6x6/10x10 Firme de concreto f'c=250kg/cm² E. No.2 @ 20cm. 6d 3/8 H G 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 ENTREPISO L 1/4 L 1/2 L 1/4 L COLUMPIO BASTON VARILLAS RECTAS PARTE ALTA DE LA LOSA PARTE BAJA DE LA LOSA PARTE ALTA DE LA LOSA DETALLE DE LOSA 1/2 L FAJA MEDIA 1/4 L FAJA EXTERNA 1/4 L FAJA EXTERNA 1/4 L FAJA EXTERNA 1/4 L FAJA EXTERNA 1/2 L FAJA MEDIA DETALLE DE LOSA 25 /03/2015 25 /03/2015 Concreto f'c=250kg/cm²

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, bedroom, concrete, cover, dach, DETAIL, draft, drawings, DWG, file, hangar, home, lagerschuppen, levels, reinforced, reinforced concrete, roof, shed, slab, solid, structural, structure, terrasse, toit