Family Foundations DWG Detail for AutoCAD

Family Foundations DWG Detail for AutoCAD

Single Family – Foundations – Details

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

on foundation, min., min., on foundation, until finding land, min., until finding land, ladder is born, until finding land, min., until finding land, npt., natural level of terrain, npt., on foundation, 1st column, min., min., natural level of terrain, on foundation, npt., 1st column, npt., 1st column, esc., kind, kind, esc., kind, esc., esc., kind, esc., kind, column table, kind, kind, kind, kind, same, see detail, same, to trace the architectural plan, all columns will be emptied between jagged walls, rest type at each end, note, in the encounters of the columns with the concentrates stirrups, note, same, section, esc., section, esc., section, esc., delivery to the roof, foundation, Mr., property, draft, flat, Location, scale, March, date, drawing, single family Home, sheet, reviewed, steel:, masonry:, overloads:, supporting walls, living place, tabiqueria, brick k.k. hole, tambourine brick, confinement columns, beams slabs, carrying capacity, shallow depth, coatings:, columns, ground:, corrugated iron, beams, shoes, columns, cm free, cm free, Technical specifications, bracing columns, concrete cycle, concrete building, concrete:, beams slabs, shoes, false floor, soles, columns, fc, p.m. max., e.g. max., fc, spacing, at each end, column ds, detail of mooring of walls, esc., spun yarns, brick wall k.k. solid, foundation, esc., column detail, esc., detail of foundation foundation, esc., wire reinforcement for pvc, brick wall, place wire each yarn, wind up wire, tube, column, esc., seismic seal, seismic seal

Raw text data extracted from CAD file:

0.10 0.60 0.65 0.15 0.15 0.15 0.05 0.30 SOBRE CIMIENTO 0.15 1.00 mín. 0.60 0.80 mín. 0.10 0.10 0.30 0.05 0.50 0.10 0.45 0.30 SOBRE CIMIENTO 0.30 0.05 0.15 0.45 0.45 0.15 0.15 0.40 0.15 0.35 0.15 0.25 \A1;2.40 \A1;2.05 \A1;2.40 \A1;3.00 \A1;2.40 \A1;2.05 \A1;2.40 \A1;3.00 \A1;3.75 \A1;1.55 \A1;2.05 \A1;3.75 \A1;1.55 \A1;2.05 0.50 0.15 HASTA ENCONTRAR TIERRA FIRME 1.00 mín. HASTA ENCONTRAR TIERRA FIRME 0.50 0.40 0.40 0.20 0.15 0.15 0.15 0.45 0.90 0.50 0.15 0.15 0.15 CC-1 CC-1 CC-1 CC-1 CC-1 CC-3 CC-3 CC-3 CC-3 CC-2 CC-3 CC-2 CC-2 CC-2 C5 C1 C1 C1 C1 C2 C2 C2 C2 C3 C3 C4 C3 C3 C4 C4 C4 Nace escalera 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 3 2 1 A B C D A B C D 5 4 3 2 1 0.50 5 CC-2 HASTA ENCONTRAR TIERRA FIRME 1.00 mín. HASTA ENCONTRAR TIERRA FIRME 0.50 CC-1 0.10 5 5 NPT. NIVEL NATURAL DEL TERRENO NPT. SOBRE CIMIENTO øs DE COLUMNA 5 1.00 mín. 5 0.80 mín. 0.10 0.50 CC-3 0.10 0.45 CC-4 NIVEL NATURAL DEL TERRENO 5 SOBRE CIMIENTO 5 5 NPT. NPT. øs DE COLUMNA 5 5 NPT. øs DE COLUMNA 5 CC-4 CC-4 CC-4 CC-4 CC-4 ESC. 1/20 C-4 5 5 6ø1/2" TIPO 2 8ø1/2" TIPO 2 C-5 ESC. 1/20 5 5 5 5 4ø1/2" TIPO 1 C-3 ESC. 1/20 5 5 C-2 ESC. 1/20 4ø1/2" TIPO 1 5 5 5 5 C-1 ESC. 1/20 TIPO 1 4ø3/8" 2ø3/8" 2ø3/8" CUADRO DE COLUMNAS TIPO TIPO b x t Ø 1º b x t Ø 2º TIPO 1 TIPO 1 15x25 15x40 TIPO 1 TIPO 2 15 x 45 TIPO 2 IGUAL IGUAL C-2 C-1 C-3 C-4 C-5 4 ø 1/2"+ 2 ø 3/8" ver detalle 4 ø 3/8" 4 ø 1/2"+ 2 ø 3/8" 15x35 8 ø 1/2" IGUAL PARA EL TRAZO VER PLANTA DE ARQUITECTURA TODAS LAS COLUMNAS SE VACIARAN ENTRE MUROS DENTADOS TIPO 2 Ø 1/4: 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, RESTO @ 0.20 DE CADA EXTREMO TIPO 1 Ø 1/4: 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, RESTO @ 0.25 DE CADA EXTREMO NOTA 1 : NOTA 2: NOTA 3: EN LOS ENCUENTROS DE LAS COLUMNAS CON LOS SOBRECIMIENTOS, CONCENTRAR ESTRIBOS @ 0.10 m NOTA 4: IGUAL 4 ø 1/2"+ 2 ø 3/8" 0.90 5 d3/8"@0.25m. 1 2 3 4 5 6 contrapaso=0.175 d3/8"@0.25m. d3/8"@0.25m. 5 0.60 5 5 d3/8"@0.25m. 5 8 5 5 d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. 5 d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. 10 11 12 13 14 15 5 5 d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. 1º TRAMO ESC. 1/25 S/C= 250 Kg/m2. 2º TRAMO ESC. 1/25 S/C= 250 Kg/m2. 3º TRAMO ESC. 1/25 S/C= 250 Kg/m2. 7 5 contrapaso=0.175 contrapaso=0.175 9 entrega al techo CIMENTACION 1/75 Sr. PROPIEDAD : PROYECTO : PLANO : UBICACION : ESCALA : MARZO 2013 FECHA : DIBUJO : VIVIENDA UNIFAMILIAR E-1 LAMINA : REVISADO : ACERO: ALBAÑILERIA: SOBRECARGAS: MUROS PORTANTES VIVIENDA TABIQUERIA LADRILLO K.K. HUECO (f'm=35 kg/cm2) S/C = 250 Kg/m² LADRILLO PANDERETA COLUMNAS DE CONFINAMIENTO e=0.15 VIGAS CHATAS, LOSAS CAPACIDAD PORTANTE PROFUNDIDAD DE DESPLANTE RECUBRIMIENTOS: COLUMNETAS TERRENO: FIERRO CORRUGADO VIGAS ZAPATAS COLUMNAS e = 2.5 cm LIBRES fy = 4200 Kg/cm² e = 5.0 cm LIBRES e = 7.5 cm LIBRES e = 4.0 cm LIBRES e = 2.5 cm LIBRES e = 2.5 cm LIBRES : 1.50 m s t = 1.0 Kg/cm² ESPECIFICACIONES TECNICAS COLUMNAS DE ARRIOSTRE CONCRETO CICLOPEO CONCRETO SOBRECIMIENTO CONCRETO: VIGAS Y LOSAS ZAPATAS FALSO PISO SOLADOS COLUMNAS C°A° : f'c = 210Kg/cm² C°A° : f'c = 175 Kg/cm² C°S° : f'c = 140Kg/cm² f'c=100Kg/cm² + 25% P.M. max. 6" f'c=100Kg/cm² + 30% P.G. max. 8" C°A° : f'c = 210Kg/cm² C°A° : f'c = 210Kg/cm² f'c=80 Kg/cm² ESPACIAMIENTO EN CADA EXTREMO ds de columna DETALLE DE AMARRE DE MUROS ESC. 1/25 2 Alambres # 8 @ 2 hiladas 5 5 Muro de Ladrillo k.k. sólido CIMENTACION ESC. 1/75 DETALLE DE COLUMNAS ESC. 1/20 DETALLE DE DE CIMIENTOS CORRIDOS ESC. 1/20 d3/8"@0.25m. REFUERZO DE ALAMBRE PARA PVC d4" Muro de ladrillo Colocar alambre #8 cada 2 hiladas Enrollar Alambre N°16 Tubo d4" Columna ESC. 1/25 e=2.5 cm JUNTA SISMICA e=2.5 cm JUNTA SISMICA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, DWG, Family, family housing, FOUNDATION, foundations, fundament, single