Foundations Housing DWG Plan for AutoCAD

This paper is a detailed plan laying of foundations of a dwelling house

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

plant, threaded wires, jagged, plant, draft, property:, housing trade, sheet, scale:, date:, drawing:, v.h.a.m., may, Department:, province, district, cocachacra, islay, arequipa, foundation, Location:, Apple:, Street, populated place cocachacra, progress, lot, steps, foundation, stairs, level, steel, description, column table, stirrup, section, steel, kind, stirrup, kind, section, kind, kind, kind, stirrup frame, kind, spacing at each end, rto., the 1st will anchor at its last level., the columns will be filled between jagged walls., notes, rto., foundation widening, foundation widening, foundation widening, kind, n.t.n., n.p.t., n.p.t., n.p.t., n.p.t., n.n.t., n.p.t., kind, kind, kind, column, n.p.t., sole, shoe detail, ., see plant, see plant, section, section, stairs, n.p.t., section, lightened slab, kind, kind, kind, kind, kind, Technical specifications, concrete, use cement portland ip yura, foundations cº cº, e.g. max., c, mp. max., structures cº a º against, false floor cºsº, steel, in general f’y degree, ground workload, ground resistance, masonry, brick kk type iv, dimensions, fb, masonry unit, fm, joint mm max., mortar mix, loads, home, tabiqueria equivalent, hollow brick, overload indicated on formworks, minimal coatings, beams columns cm, columns cm, slabs cm, shoes indicated in detail, foundation beams, brick wall k.k., 1st column, tie detail, column wall, threaded wires, toothed walls

Raw text data extracted from CAD file:

\A1;.15 \A1;4 Ø 1/2" \A1;.40 \A1;.10 \A1;.80 \A1;.35 \A1;.10 \A1;1.15 \A1;.10 \A1;.06 \A1;.06 \A1;Ver Planta \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;0.45 \A1;.75 \A1;.75 \A1;.30 \A1;.30 \A1;.15 \A1;.30 \A1;.30 \A1;t = .15 \A1;.10 \A1;.80 \A1;.15 \A1;.30 \A1;.30 \A1;.75 \A1;.30 \A1;.75 \A1;.30 \A1;.35 \A1;6 Ø 5/8" \A1;4 Ø 5/8" \A1;4 Ø 5/8" \A1;.25 \A1;.35 \A1;4 Ø 1/2" \A1;4 Ø 3/8" \A1;.15 \A1;6 Ø 1/2" \A1;.15 \A1;.60 \A1;4 Ø 1/2" \A1;.30 \A1;.20 \A1;.40 \A1;.40 \A1;2 Alambres Nº 8 @ 3 Hiladas \A1;Muros Dentados \A1;Muros Dentados \A1;1.35 \A1;4.35 \A1;3.86 \A1;4.03 \A1;4.50 \A1;4.20 \A1;4.02 \A1;2.50 \A1;4.02 \A1;2.94 \A1;4.35 \A1;3.72 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;0.50 \A1;.10 \A1;.90 \A1;.30 \A1;.10 \A1;.15 \A1;.10 \A1;0.50 \A1;.10 \A1;.90 \A1;.62 \A1;.10 \A1;.15 \A1;.10 \A1;.30 \A1;.20 \A1;0.45 \A1;.10 \A1;.15 \A1;.90 \A1;.10 \A1;.10 \A1;.10 \A1;0.45 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;4 Ø 3/8" \A1;.25 \A1;.15 \A1;Ø 3/8 @ .15 \A1;4 Ø 3/8" \A1;.25 \A1;.15 \A1;.90 \A1;.10 \A1;.40 \A1;.40 NPT=-0.60 NPT=-0.05 0 -1 -2 -4 -3 5 5 5 5 5 5 5 5 5 5 5 5 2 D B A 2 1 1' A B C D' 5 3 6 4 3 PLANTA -5 -6 PROYECTO : PROPIEDAD: VIVIENDA - COMERCIO LAMINA : ESCALA: FECHA: DIBUJO: V.H.A.M. MAYO 2011 1/50 E1 DEPARTAMENTO: PROVINCIA : DISTRITO : COCACHACRA ISLAY AREQUIPA Cimentación UBICACION: MANZANA: CALLE : CENTRO POBLADO COCACHACRA PROGRESO H4 LOTE : 11 NPT=±0.00 NPT=±0.00 Gradas S/relleno CC1/VC Cimentación Escalera C3 C1 Nivel Acero Descripción Cuadro de Columnas C2 Estribo 2 Sección Acero Tipo 1 Tipo 1 Estribo Tipo 1 Ø .35 1 Sección .25 x .35 Tipo 2 Tipo 2 .15 x .60 .15 x .70 Tipo 2 .15 x .40 + 2 Ø 1/2" 6 Ø 1/2" 6 Ø 5/8" Tipo 2 .15 x .25 Cuadro de Estribos Ø 3/8" Tipo 2 1 Espaciamiento en cada extremo 3 1/4" 1/4" 1 @ .05, Rto. @ .20 - los Øs anclarán .30 m a 90° en su último nivel. - las columnas se llenarán entre muros dentados. Notas : 1 @ .05, 5 @ .10, 3 @ .15 Rto. @ .20 1 @ .05, 4 @ .10, 2 @ .15 Rto. @ .20 C1 Z1 Ø 1/2" @ .175 Ø 1/2" @ .175 4 Ø 5/8" Ø .30 C2 C7 C7 C3 C7 C4 C3 C3 C3 C5 C4 C4 C5 C6 5 5 Ensanche de Cimiento Ensanche de Cimiento 5 5 CC1/VC CC1/VC CC1/VC CC2/VC CC2 CC2/VC CC1/VC CC1 CC2 CC2 CC2 CC3 CC3 CC3 CC2 CC1 CC1 CC1 CC1 CC2 CC2 CC1/VC CC1 Ensanche de Cimiento 4 Ø 5/8" + 4 Ø 3/8" 4 Ø 1/2" C5 C5 C4 C4 C4 C6 C6 C7 C7 C7 C7 CA CA CA Ensanche de Cimiento C7 Tipo 3 .15 x .25 CA C7 + 2 Ø 3/8" 4 Ø 1/2" 4 Ø 3/8" 4 Ø 3/8" 0.50 CC1/VC N.T.N. N.P.T. .10 5 5 5 .15 5 0.50 N.P.T.- 1.02 N.P.T. ± 0.00 .10 5 5 5 .15 VC 1 5 5 .20 CC2/VC VC 1 0.45 CC 1 .10 .15 N.P.T. 5 5 5 5 0.45 CC 2 .10 .15 N.P.T. 5 5 5 5 N.N.T. CC 3 .15 N.P.T. 5 5 5 5 5 C 1 tipo 1 5 C3 Tipo 2 2 Ø 3/8" 4 Ø 1/2" 5 4 Ø 3/8" 5 5 C7 Tipo 2 de Columna N.P.T. .10 5 .35 .10 Solado 1.15 .10 DETALLE DE ZAPATA Ø 3/8 @ .15 C°S° = 1:12 .ØS zapata Ver planta 5 5 Ver Planta h = 0.35 m. Ø 3/8" @ .20 Ø 3/8" @ .20 5 Ø 3/8" @ .18 Ø 3/8" @ .18 5 5 5 5 5 TRAMO 2 y 5 0.45 5 5 5 5 5 TRAMO 1 ESCALERA 5 5 Ø 3/8" @ .20 Ø 3/8" @ .18 t = .15 Ø 3/8" @ .18 Ø 3/8" @ .25 Ø 3/8" @ .25 Ø 3/8" @ .18 5 5 N.P.T. Ø 3/8" @ .18 Ø 3/8" @ .18 5 Ø 3/8" @ .18 Ø 3/8" @ .25 t = .15 5 Ø 3/8" @ .25 5 Ø 3/8" @ .18 5 5 Ø 3/8" @ .18 5 Ø 3/8" @ .18 Ø 3/8" @ .25 VA VA TRAMO 3 Losa Aligerada 5 5 6 Ø 5/8" C 2 4 Ø 5/8" tipo 1 4 Ø 5/8" 2 Ø 1/2" tipo 1 5 5 4 Ø 1/2" 4 Ø 3/8" 5 6 Ø 1/2" 5 5 tipo 1 tipo 1 C4 C5 C6 4 Ø 3/8" 5 5 CA Tipo 3 4 Ø 1/2" Tipo 2 VC1 5 5 Ø 3/8" @ .30 Ø 3/8" @ .30 ESPECIFICACIONES TECNICAS A) CONCRETO : USAR CEMENTO PORTLAND IP - YURA CIMIENTOS Cº Cº : f'c=100 kg/cm2 + 30 % P.G. 6" MAX. SOBRECIMIENTOS Cº Cº : f'c=140 kg/cm2 + 25 % P.MED. 3" MAX. ESTRUCTURAS Cº Aº : f'c=175 Kg/cm2 (salvo contra indicación) FALSO PISO : CºSº 1:10 (C:A:P) e = 4" B) ACERO : EN GENERAL : f'y = 4,200 kg/cm2 - GRADO 60 C) CARGA DE TRABAJO DEL TERRENO : RESISTENCIA DE TERRENO t : 1.50KG/CM2 D) ALBAÑILERIA : LADRILLO KK TIPO IV (MECANIZADO) DIMENSIONES : 24 x 14 x 8cm f'b : 180 kg/cm2 UNIDAD DE ALBAÑILERIA f'm : 65 kg/cm2 JUNTA : 15 mm max. MORTERO : MEZCLA 1:5 (C: A.F.) (TIPO 2) E) CARGAS : ACABADOS Y PISOS 0.100 TON/M2 EQUIVALENTE TABIQUERIA 0.100 TON/M2 LADRILLO HUECO 0.070 TON/M2 SOBRECARGA INDICADO EN ENCOFRADOS F) RECUBRIMIENTOS MINIMOS : VIGAS Y COLUMNAS (t>0.15) 3.0 cm COLUMNAS (t=0.15) 2.5 cm LOSAS 2.5 cm ZAPATAS indicado en detalle VIGAS CIMENTACION 4cm 5 5 Muro ladrillo K.K. Øs de Columna DETALLE DE AMARRE COLUMNA Y MURO 2 Alambres Nº 8 @ 3 Hiladas Muros Dentados Muros Dentados

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, detailed, dwelling, DWG, FOUNDATION, foundations, fundament, house, Housing, laying, laying of foundations, paper, plan