Detached House DWG Block for AutoCAD

PLANO FAMILY HOUSING FOUNDATION – facilities – specification.

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

see plant, beam, slab, section, reinforcement, detail of columns, stirrups, type, description, ca, see details, general notes, – empty columns moored to walls in serrated form, – avoid splices and overlaps in areas of maximum effort., – cure concrete by wet way in columns., technical specifications, detail of armed plate, foundation for tank tank, single-family housing, ……………. district, province and region of tacna, c.salamanca g., indicated, drawing cad.:, scale :, date :, plane number:, owner :, project :, level of :, location :, responsible professional:

Raw text data extracted from CAD file:

4.40 4.35 4.35 4.10 2.20 6.00 4.00 4.40 4.35 4.35 4.10 2.20 4.50 4.00 1.50 1.70 1.70 1.70 1.70 1.40 1.40 1.30 1.30 1.40 1.40 1.70 1.70 1.40 1.40 1.40 1.00 1.60 1.40 1.60 1.40 1.60 1.40 1.30 1.30 1.20 1.20 0.40 0.30 0.15 0.40 0.15 0.25 1.40 0.90 1.77 3.74 2.65 3.26 2.98 4.16 4.57 3.38 3.25 3.37 4.57 0.40 0.30 0.40 0.30 0.40 0.30 0.25 0.30 0.10 1.00 2.60 0.10 0.60 0.30 0.20 ESTRIBOS d 3/8″ = 2@0.05, 5@0.10, 2@0.15, Rto@0.20 C/Extremo 2@ 0.10, Rto @ 0.20 C/Ext 0.25 0.05 0.25 0.05 VER PLANTA VIGA @ 0.25 2.60 0.20 ESTRIBOS d 1/4″ = 2@0.05, 5@0.10, 2@0.15, Rto@0.20 C/Extremo LOSA 0.10 0.10 0.90 0.45 ESTRIBOS d 1/4″ @ 0.20 0.40 1.00 0.30 0.10 0.70 0.50 0.20 0.60 0.60 0.45 0.10 0.10 0.80 0.45 0.15 0.20 0.10 0.10 0.80 0.45 0.20 0.10 0.10 0.60 0.40 0.15 0.10 0.10 0.10 0.20 0.60 0.60 0.45 0.60 3.05 0.15 1.70 0.15 0.25 0.15 0.15 0.25 0.15 0.15 3.05 0.15 1.70 0.15 0.15 0.15 0.25 0.15 0.15 2.40 0.15 1.00 0.15 2.40 0.15 1.30 0.15 0.25 0.30 0.25 VER PLANTA VER PLANTA L/3 L/3 L/3 m VER PLANTA VER PLANTA 1.40 1.40 1.70 1.70 1.00 0.90 1.60 1.40 1.20 0.80 0.65 0.80 0.65 0.15 0.25 0.15 0.25 0.15 0.25 0.15 0.25 0.15 0.25 0.15 0.25 0.15 0.25 0.15 0.25 CC-3 5 C 5 5 5 5 5 5 B D E F 1 2 3 A 5 C 5 5 5 5 B D E F A 5 5 1 2 3 5 CC-1 CC-1 CC-1 CC-1 CC-1 CC-3 CC-3 CC-1 CC-3 CC-3 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-1 CC-3 CC-1 Z-1 C-1 C-1 C-3 C-1 1d5/8″@0.20 Z-1 C-1 1d5/8″@0.20 Z-1 1d5/8″@0.20 1d5/8″@0.20 1d5/8″@0.20 1d5/8″@0.20 1d5/8″@0.20 1d5/8″@0.20 1d5/8″@0.20 1d5/8″@0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-3 C-4 Z-4 C-2 Z-2A C-2 Z-2A C-2 Z-2A C-2 Z-2 C-2 Z-2 1d5/8″@0.20 C-4 Z-4 5 5 1d5/8″@0.20 5 5 1d5/8″@0.20 Z-5 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 5 4d3/4″ 30×40 C-1 SECCION REFUERZO CUADRO DETALLE DE COLUMNAS 30×40 30×40 4d3/4″+ 4d5/8″ 8d5/8″ 6d5/8″+ 2d1/2″ ESTRIBOS 2 TIPO 1 C-2 C-3 5 TIPO DESCRIPCION d3/8″, 2@0.05, 6@0.10, 2@0.15, Rto @0.20C/Extremo 1 d1/4″, 2@0.05, 6@0.10, 2@0.15, Rto @0.20C/Extremo 2 5 5 4d5/8″ 15×40 2d1/2″+ 4d5/8″ TIPO 2 C-6 5 5 4d3/8″ 15×25 4d3/8″ TIPO 2 C-A d1/4″, 2@0.05, 5@0.10, 1\fArial|b0|i1|c162|p34;@0.15, Rto @0.20C/Extremo 3 2 TIPO 1 2 TIPO 1 5 5 C-5 C-A C-A C-A C-A C-A C-A C-2 Z-2 CC-2 CC-2 CC-2 \LPLANO DE CIMENTACION \H0.75x;\l \H0.6667x;ESC.:1/50 C-7 C-8 5 5 5 5 5 5 5 5 5 5 5 5 8d5/8″ 5 5 6d5/8″ 5 2d1/2″ 30×40 4d5/8″+ 4d1/2″ C-4 2 TIPO 1 5 4d5/8″ 5 4d1/2″ 25×30 6d5/8″ C-5 TIPO 1 Junta Sismica E=1″ Junta Sismica E=1″ C-6 P-1 CC-2 CC-3 CC-3 4d5/8″ 5 5 4d5/8″ 2d1/2″ Ver Detalle 6d3/8″ C-7 2 TIPO 3 Ver Detalle 6d3/8″ C-8 2 TIPO 3 5 5 5 5 5 5 5 alambre # 8 cada 3 hiladas para amarre del muro \LZAPATA-COLUMNA TIPICA\H1.143x; \fArial|b1|i1|c0|p34;\H0.625x;\l \H0.8x;ESC.:1/25 ESTRIBOS d 3/8″ = 2@0.05, 5@0.10, 2@0.15, Rto@0.20 C/Extremo 2@ 0.10, Rto @ 0.20 C/Ext 5 5 5 5 VER PLANTA SOLADO F’C=140KG/CM2 +30%P.M.(8″MAXIMO) VIGA NPT=±0.00 ESTRIBOS = d3/8″ @ 0.25 ESTRIBOS = d3/8″ C-A C-A 5 5 \LDETALLE COLUMNETA\H1.143x; \fArial|b1|i1|c0|p34;\H0.625x;\l \H0.8x;ESC.:1/25 ESTRIBOS d 1/4″ = 2@0.05, 5@0.10, 2@0.15, Rto@0.20 C/Extremo LOSA 5 5 5 5 ESTRIBOS d 1/4″ @ 0.20 C-6 P-1 C-1 1.00.- ALBAÑILERIA : a)MUROS: F’m = > 50Kg/cm² ; HERCULES I b)MORTERO: TIPO M CON ESPESOR DE JUNTA DE 1.50 cms. (Horizontal y Vertical) 2.00.- CONCRETO SIMPLE : a)SOLADO DE ZAPATAS: F’c = 80 Kg/cm² (C/H=1:12) b)CIMIENTOS CORRIDOS: F’c =100 Kg/cm² (C/H=1:10+30% P.G.MAX. 8″) c)SOBRECIMIENTOS: F’c =140 Kg/cm² (C/H=1:8+25% P.G.MAX. 3″) 3.00.- CONCRETO ARMADO : a)C° ZAPATAS: F’c = 210Kg/cm² b)C° COLUMNAS, VIGAS, LOZA Y ESCALERA: F’c = 210Kg/cm² 4.00.- ACERO : a)ACERO GRADO 60 O F’c = 4200 Kg/cm² 5.00.- RECUBRIMIENTOS : 6.00.- SOBRECARGAS : a)ZAPATAS: 7.5 cms. a)AMBIENTES: 250 Kg/cm² b)COLUMNAS Y PLACAS: 2.5 cms. b)ESCALERA: 500 Kg/cm² c)VIGAS: 2.5 cms. c)AZOTEA: 150 Kg/cm² d)LOSAS: 2.5 cms. 7.00.- RESISTENCIA DEL TERRENO : t =2.0 Kg/cm² NOTAS GENERALES : – Vaciar columnas amarradas a los muros en forma dentada. – Evitar empalmes y traslapes en zonas de maximo esfuerzo. – Curar concreto por via humeda en columnas. ESPECIFICACIONES TECNICAS C-A C-A Doble Malla d3/8″@0.20m 4d5/8″ 2d1/2″ 4d3/4″ 4d5/8″ DETALLE DE ARMADO DE PLACA Estribos=d3/8″, 2@0.05, \fArial|b0|i1|c238|p34;5\fArial|b0|i1|c162|p34;@0.10, 2@0.15, Rto @0.20C/Extremo 5 5 5 5 5 5 5 5 5 Escalera Circular 1 Tramo d1/2″@0.20 d1/2″@0.20 d1/2″@0.20 d1/2″@0.20 d3/8″@0.25 d3/8″@0.25 5 VIGA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CC-2 CC-1 CC-3 \LDETALLE DE CIMIENTOS CORRIDOS\H0.5714x;\l ESC.: 1/25 5 5 5 SOLADO F’C=140KG/CM2 +30%P.M.(8″MAXIMO) 5 5 5 Escalera Circular 2 Tramo d1/2″@0.20 d1/2″@0.20 d1/2″@0.20 d1/2″@0.20 d3/8″@0.25 d3/8″@0.25 5 VIGA 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 DETALLE DE ARMADO DE TANQUE CISTERNA (PLANTA) (CORTE A-A) d3/8″@0.25 d3/8″@0.25 d3/8″@0.25 d3/8″@0.25 d3/8″@0.25 d3/8″@0.25 A A VER PLANTA d5/8″@0.20 (Horizontal) d5/8″@0.20 (Vertical) d5/8″@0.20 (Vertical) d5/8″@0.20 (Horizontal) \LZAPATA-COLUMNA (PLANTA)\H0.5714x;\l ESC.: 1/20 VER PLANTA L/3 L/3 L/3 m m d 0.50 1/2″ 0.60 5/8″ DETALLE DE EMPALME TRASLAPADO P/COLUMNA 0.70 3/4″ Cimiento para Tanque Cisterna VER PLANTA VER PLANTA Junta Sismica E=1″ Junta Sismica E=1″ 1d5/8″@0.20 5 C-2 Z-2A 5 C-1 Z-1 C-1 1d5/8″@0.20 5 5 5 5 C-6 P-1 1d5/8″@0.20 5 5 C-2 Z-2 5 1d5/8″@0.20 Z-5 C-5 CC-3 CC-1 C-A CC-1 CC-1 CC-1 5 5 5 5 C-5 C-5 C-A C-A 5 5 5 5 5 5 5 5 Ver Detalle 6d3/8″ C-9 2 TIPO 3 5 5 5 5 Ver Detalle 6d3/8″ C-10 2 TIPO 3 5 5 5 5 VIVENDA UNIFAMILIAR ESTRUCTURA – 01: CIMIENTOS Y DETALLES ES-01 ……………. DISTRITO, PROVINCIA Y REGION DE TACNA C.SALAMANCA G. INDICADA MAYO 2010 DIBUJO CAD.: ESCALA: FECHA: PLANO Nro.: PROPIETARIO: PROYECTO: PLANO DE: UBICACION: PROFESIONAL RESPONSABLE: PROPIETARIO: