Foundation Plan – DWG Plan for AutoCAD

Footing Foundation plan of a house with all the details – Floor – Stair Detail – Detail

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

overlap splices, slabs beams, colum., they will not be allowed, beams, reinforcement joints, the support column., beam each side of, slab light, a length of, superior in, armor in one, central third, the splices, in columns, stirrups, shall be located in the, same section., more than the, they will not be spliced, rmin., overcoming, overcoming, n.p.t, n.p.t, foundation, esc .:, n.p.t, rooftop:, grade corrugated steel, fc, columns, p.max, of the land:, Technical specifications, slabs, beams, shoes, columns plates:, simple:, corridos, of shoes:, cms., p.m. max, environments:, stairs:, lightened stairs:, fy, scale:, Typical column shoes, variable, dimensions: m. steel: stirrups: corrugated rto. m. at each end., characteristics, dimensions: m. steel: stirrups: rto. m. at each end., kind, detail, npt., contrapaso m., of stairs, step m, scale, scale:, of columns, ladder foundation, esc:, of foundation, ceiling, beam, column shoes, scale:, shoe sole, stirrups rest, variable, n.f.p, scale:, electro mesh, mesh detail, in basement, mesh detail, in basement, mesh detail, in basement

Raw text data extracted from CAD file:

\A1;1.00 \A1;0.15 \A1;1.00 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;L \A1;L \A1;L \A1;L \A1;1.00 \A1;0.15 0.75 1.20 0.15 0.35 0.75 0.20 0.55 0.40 0.68 0.50 0.80 0.10 0.68 0.15 1.20 0.15 0.15 0.75 1.20 0.15 0.68 0.15 1.20 0.15 0.15 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.20 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.20 1.20 1.20 1.20 1.40 1.40 1.20 1.20 1.20 1.20 1.20 1.20 1.40 1.40 1.40 1.40 1.20 1.20 1.20 1.40 1.20 4.15 4.51 4.70 4.62 3.12 3.35 3.35 4.63 4.16 4.52 4.71 5.33 0.20 \A1;0.25 0.10 0.20 1.10 \A1;0.25 TRASLAPES Y EMPALMES L LOSAS Y VIGAS (cm) COLUM. 40 30 50 No se permitirán (cm) VIGAS d 50 1/2″ 40 3/8″ 30 6mm 60 5/8″ LOSAS, empalmes del refuerzo la columna de apoyo. viga a cada lado de de luz de la losa o una longitud de 1/4 superior (negativo) en – – – – – – R 3/8″ 1/4 d armadura en una tercio central. 15cm 10cm L Los empalmes L L L EN COLUMNAS ESTRIBOS se ubicarán en el misma sección. más de 50% de la No se empalmarán 2.0cm 1.5cm Rmin. L CC-2 \A1;0.45 5 5 SOBRECIMIENTO 5 5 5 CC-1 5 5 SOBRECIMIENTO 5 5 5 N.P.T CC-3 \A1;0.45 5 5 5 N.P.T \LDETALLE DE CIMIENTOS ESC.: 1/20 5 5 5 N.P.T \A1;0.45 c) AZOTEA: 150 KG/M2 ACERO CORRUGADO GRADO 60 o 3.00.-ACERO: F’c = 210 Kg/cm2 ZAPATAS, COLUMNAS ,VIGAS 2.00.-CONCRETO DE d)MORTERO: C/A=1:4 c)SOBRECIMIENTOS: t = 2.0 kg/cm2 (C/H=1:10+30% P.G.MAX 8”) (C/H=1:12) 6.00.-RESISTENCIA DEL TERRENO: ESPECIFICACIONES TECNICAS d) LOSAS: c) VIGAS: 4.00.-RECUBRIMIENTOS: a) ZAPATAS: b) COLUMNAS Y PLACAS: 1.00.-CONCRETO SIMPLE: b)CIMIENTOS CORRIDOS: a)SOLADO DE ZAPATAS: 2.5 cms. 3.0 cms. 3.0 cms. 7.5 cms. C/H=1:8 + 25% P.M. MAX 3”) 5.00.-SOBRECARGAS: a) AMBIENTES: 250 KG/M2 b) ESCALERA: 200 KG/M2 ALIGERADOS Y ESCALERAS: f’y = 4200 K/cm2 ESCALA: 1/20 \LDETALLE TIPICO ZAPATAS – COLUMNA d1/2″@0.20 d1/2″@0.20 VARIABLE VARIABLE Dimensiones: D = 0.50 m. ACERO: 4 d 12\fVerdana|b0|i0|c0|p34;mm\fSymbol|b0|i0|c2|p18;.\fArial|b0|i0|c204|p34; ESTRIBOS: d 1/4″ Corrugado 2@0.05; 4@0.10; 3@0.15; Rto. @ 0.20 m. en cada extremo. CARACTERISTICAS Dimensiones: 0.55 x 0.40 m. ACERO: 4 d 1/2\fArial|b0|i0|c204|p34;”, 6 d 3/4″, 2 d 5/8″ ESTRIBOS: d 3/8″ 2@0.05; 4@0.10; 3@0.15; Rto. @ 0.20 m. en cada extremo. C-2 TIPO C-1 DETALLE 4 ø1/2″ 8 ø 3/4″ 5 2 ø5/8″ 5 6 ø3/4″ 1º TRAMO\L 1 5 5 6 5 4 3 2 d 1/2″ @0.20 Ø 3/8″ @0.30 d 1/2″ @0.20 NPT. d 1/2″ @0.20 5 5 5 d 1/2″ @0.20 5 d 1/2″ @0.20 5 5 Ø 3/8″ @0.30 CONTRAPASO : 0.175 m. \LDETALLE DE ESCALERA 5 6 7 8 9 10 11 12 d 1/2″ @0.20 d 1/2″ @0.20 d 1/2″ @0.20 5 5 5 PASO : 0.25 m. ESCALA : 1/25 2º TRAMO\L 13 14 5 d 1/2″ @0.20 5 d 1/2″ @0.20 5 5 d 1/2″ @0.20 Ø 3/8″ @0.30 5 14 15 16 17 18 19 20 d 1/2″ @0.20 d 1/2″ @0.20 d 1/2″ @0.20 5 5 5 3º TRAMO\L 5 5 d 1/2″ @0.20 d 1/2″ @0.20 5 ESCALA: 1/25 \LCUADRO DE COLUMNAS CC-3 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 C-1 C-1 C-1 C-1 C-2 C-2 C-1 C-1 C-1 C-1 C-1 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-3 Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A Z-A C-2 C-2 C-2 CIMENTACION DE ESCALERA CIMENTACION DE ESCALERA (SOTANO) 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 CC-3 5 C-3 C-3 ESC: 1/50 \LPLANTA DE CIMENTACION 5 5 5 5 5 5 1 2 3 4 5 5 5 A B C 1 2 3 4 5 A B C 5 5 5 5 5 5 C-2 TECHO VIGA 5 3.00 3@ 0.05 \LDETALLE DE ZAPATAS – COLUMNA ESCALA: 1/20 solado de zapata Estribos d 3/8” ,8@ 0.10, 2 @ 0.15 Resto @0.20 5 5 VARIABLE 5 1.60 5 0.60 5 N.F.P ESCALA: 1/20 \W3.04895; \fArial Black|b0|i0|c0|p34;\LDETALLE DE MALLA ELECTRO d1/2″@0.60 d1/2″@0.60 d1/2″@0.60 d1/2″@0.60 d1/2″@0.60 (VER DETALLE DE MALLA ELECTRO-SOLDADA) d1/2″@0.60 (VER DETALLE DE MALLA ELECTRO-SOLDADA) EN SOTANO EN SOTANO d1/2″@0.60 (VER DETALLE DE MALLA ELECTRO-SOLDADA) EN SOTANO d1/2″@0.60 (VER DETALLE DE MALLA ELECTRO-SOLDADA) EN SOTANO