Footings DWG Detail for AutoCAD

Footings DWG Detail for AutoCAD

Details – specifications – sizing

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

sheet:, matter:, draft:, teacher:, student:, faculty of science technology, foundations, univ. Aquino Rock Joaquín Humberto, Major University of San Simon, isolated, esc. indicated, assistant:, msc. ing. martin duchen ayala, foundation quota:, all diameters in millimeters, General notes, soil resistance, strength of the concrete in the shoe, strength of the concrete in the column, creep of the steel in the shoe, creep of the steel in the column, maximum aggregate size, dosage, shoe cover:, column coating, live load conciderada, slabs, stairs, steel table, total mass, dough, tolal length, number, total, in one element, length, diameter, position, symbol, elements, first name, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, zapata scale, zapata scale, zapata scale, zapata scale, zapata scale, zapata scale, zapata scale, zapata scale, shoe, scale, zapata scale, zapata scale, zapata scale, zapata scale, zapata scale, sheet:, matter:, draft:, teacher:, student:, faculty of science technology, foundations, univ. lizarazu caves ronald israel, Major University of San Simon, isolated, esc. indicated, assistant:, msc. ing. martin duchen ayala, foundation quota:, all diameters in millimeters, General notes, soil resistance, strength of the concrete in the shoe, strength of the concrete in the column, creep of the steel in the shoe, creep of the steel in the column, maximum aggregate size, dosage, shoe cover:, column coating, live load conciderada, slabs, stairs, foundation quota:, all diameters in millimeters, General notes, soil resistance, strength of the concrete in the shoe, strength of the concrete in the column, creep of the steel in the shoe, creep of the steel in the column, maximum aggregate size, dosage, shoe cover:, column coating, live load conciderada, slabs, stairs, sheet:, matter:, draft:, teacher:, student:, faculty of science technology, foundations, univ. lizarazu caves ronald israel, Major University of San Simon, isolated, esc. indicated, assistant:, msc. ing. martin duchen ayala, foundation quota:, all diameters in millimeters, General notes, soil resistance, strength of the concrete in the shoe, strength of the concrete in the column, creep of the steel in the shoe, creep of the steel in the column, maximum aggregate size, dosage, shoe cover:, column coating, live load conciderada, slabs, stairs, foundation quota:, all diameters in millimeters, General notes, soil resistance, strength of the concrete in the shoe, strength of the concrete in the column, creep of the steel in the shoe, creep of the steel in the column, maximum aggregate size, dosage, shoe cover:, column coating, live load conciderada, slabs, stairs, sheet:, matter:, draft:, teacher:, student:, faculty of science technology

Raw text data extracted from CAD file:

DE Lamina: MATERIA: PROYECTO: DOCENTE: ESTUDIANTE: FACULTAD DE CIENCIAS Y TECNOLOGIA FUNDACIONES I UNIV. AQUINO ROCHA JOAQUIN HUMBERTO UNIVERSIDAD MAYOR DE SAN SIMON \W0.9;ZAPATAS AISLADAS Esc. INDICADA AUXILIAR: Msc. Ing. Martín Duchen Ayala 2 2 1.2 m Cota de Fundación: Todas los diametros en milimetros 1.8 kg/cm2 210 kg/cm2 210 kg/cm2 4200 kg/cm2 4200 kg/cm2 25 mm 1:2:3 5 cm 2.5 cm 200 Kg/m2 500 Kg/m2 NOTAS GENERALES Resistencia de suelo (q) : Resistencia del Hormigón en la Zapata : Resistencia del Hormigón en la Columna : Fluencia del acero en la Zapata : Fluencia del acero en la Columna : Tamaño Máximo de Agregado : Dosificación : Recubrimiento en Zapata: Recubrimiento en Columna : Carga Viva conciderada Losas : Escaleras : 15,0 5,0 20,0 15,0 5,0 20,0 35,0 30,0 32,5 35,1 100,0 30,0 35,0 35,1 32,5 100,0 18,8 6,3 25,0 18,8 6,3 25,0 57,0 30,0 54,5 35,1 144,0 30,0 57,0 35,1 54,5 144,0 19,5 6,5 26,0 19,5 6,5 26,0 58,5 30,0 56,0 35,1 147,0 30,0 58,5 35,1 56,0 147,0 15,0 5,0 20,0 15,0 5,0 20,0 35,0 30,0 32,5 35,1 100,0 30,0 35,0 35,1 32,5 100,0 18,8 18,8 37,5 18,8 18,8 37,5 55,0 30,0 52,5 35,1 140,0 30,0 55,0 35,1 52,5 140,0 18,8 6,3 25,1 18,8 6,3 25,1 55,0 30,0 52,5 35,1 140,0 30,0 55,0 35,1 52,5 140,0 15,0 5,0 20,0 15,0 5,0 20,0 35,0 30,0 32,5 35,1 100,0 30,0 35,0 35,1 32,5 100,0 30,0 10,0 40,0 30,0 10,0 40,0 85,0 30,0 82,5 35,1 200,0 40,0 105,0 45,1 102,5 250,0 30,0 10,0 40,0 30,0 10,0 40,0 85,0 30,0 82,5 35,1 200,0 40,0 100,0 45,1 97,5 240,0 26,3 8,8 35,0 26,3 8,8 35,0 75,0 30,0 72,5 35,1 180,0 40,0 100,0 45,1 97,5 240,0 18,8 6,3 25,0 18,8 6,3 25,0 55,0 30,0 52,5 35,1 140,0 30,0 55,0 35,1 52,5 140,0 24,0 8,0 32,0 24,0 8,0 32,0 70,0 30,0 67,5 35,1 170,0 30,0 70,0 35,1 67,5 170,0 15,0 5,0 20,0 15,0 5,0 20,0 35,0 30,0 32,5 35,1 100,0 30,0 35,0 35,1 32,5 100,0 12,8 4,3 17,0 12,8 4,3 17,0 35,0 30,0 32,5 35,1 100,0 30,0 35,0 35,1 32,5 100,0 11,3 3,8 15,0 11,3 3,8 15,0 35,0 30,0 32,5 35,1 100,0 30,0 35,0 35,1 32,5 100,0 TABLA DE ACEROS Masa Total Masa (kg) Longitud tolal (cm) Número Total En un elemento Longitud (cm) Diámetro Posición Símbolo (cm) Elementos Nº Nombre A (cm) B (cm) C (cm) D (cm) E (cm) R (cm) ZAPATA 1 1 17.48 R B D 1 12 48.0 28.8 9.6 4.8 8 8 384.00 3.41 B 2 16 134.0 134.0 6 6 804.00 12.70 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 2 2 222.00 1.37 ZAPATA 2 1 17.48 R B D 1 12 48.0 28.8 9.6 4.8 8 8 384.00 3.41 B 2 16 134.0 134.0 6 6 804.00 12.70 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 2 2 222.00 1.37 ZAPATA 3 1 22.17 R B D 1 12 49.0 29.8 9.6 4.8 8 8 392.00 3.48 B 2 16 137.0 137.0 8 8 1096.00 17.32 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 2 2 222.00 1.37 ZAPATA 4 1 6.99 R B D 1 12 43.8 24.6 9.6 4.8 8 8 350.40 3.11 B 2 12 90.0 90.0 4 4 360.00 3.20 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 1 1 111.00 0.68 ZAPATA 5 1 20.05 R B D 1 12 60.5 41.3 9.6 4.8 8 8 484.00 4.30 B 2 16 130.0 130.0 6 6 780.00 12.32 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 5 5 555.00 3.42 ZAPATA 6 1 17.11 R B D 1 12 48.1 28.9 9.6 4.8 8 8 384.80 3.42 B 2 16 130.0 130.0 6 6 780.00 12.32 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 2 2 222.00 1.37 ZAPATA 7 1 6.99 R B D 1 12 43.8 24.6 9.6 4.8 8 8 350.40 3.11 B 2 12 90.0 90.0 4 4 360.00 3.20 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 1 1 111.00 0.68 ZAPATA 8 1 69.70 R B D 1 12 62.2 43.0 9.6 4.8 12 12 746.40 6.63 B 2 20 240.0 240.0 6 6 1440.00 35.57 B 3 20 190.0 190.0 5 5 950.00 23.47 A B E D C B 4 10 131.0 8.0 34.0 24.0 34.0 24.0 5 5 655.00 4.04 ZAPATA 9 1 59.23 R B D 1 12 62.2 43.0 9.6 4.8 6 6 373.20 3.31 B 2 20 230.0 230.0 5 5 1150.00 28.41 B 3 20 190.0 190.0 5 5 950.00 23.47 A B E D C B 4 10 131.0 8.0 34.0 24.0 34.0 24.0 5 5 655.00 4.04 ZAPATA 11 1 46.37 R B D 1 16 68.4 42.8 12.8 6.4 6 6 410.40 6.48 B 2 20 230.0 230.0 5 5 1150.00 28.41 B 3 12 170.0 170.0 6 6 1020.00 9.06 A B E D C B 4 10 131.0 8.0 34.0 24.0 34.0 24.0 3 3 393.00 2.42 ZAPATA 10 1 17.10 R B D 1 12 48.0 28.8 9.6 4.8 8 8 384.00 3.41 B 2 16 130.0 130.0 6 6 780.00 12.32 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 2 2 222.00 1.37 ZAPATA 13 1 31.24 R B D 1 12 55.0 35.8 9.6 4.8 8 8 440.00 3.91 B 2 16 160.0 160.0 10 10 1600.00 25.28 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 3 3 333.00 2.05 ZAPATA 14 1 6.99 R B D 1 12 43.8 24.6 9.6 4.8 8 8 350.40 3.11 B 2 12 90.0 90.0 4 4 360.00 3.20 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 1 1 111.00 0.68 ZAPATA 15 1 6.78 R B D 1 12 40.8 21.6 9.6 4.8 8 8 326.40 2.90 B 2 12 90.0 90.0 4 4 360.00 3.20 A B E D C B 4 10 111.0 8.0 24.0 24.0 24.0 24.0 1 1 111.00 0.68 ZAPATA 20 1 5.95 R B D 1 12 38.8 19.6 9.6 4.8 8 8 310.40 2.76 B 2 12 90.0 90.0 4 4 360.00 3.20 A B E D C B 4 10 8.0 24.0 24.0 24.0 24.0 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 1 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B e \Fdiam;0\Farial.ttf; c/4 8 \Fdiam;0\Farial.ttf;12-1 2 012 c/ 46 2 \Fdiam;0\Farial.ttf;12-2 -46 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/45 3 \Fdiam;0\Farial.ttf;16-2 2 0 10-4 -4 ZAPATA 2 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/45 3 \Fdiam;0\Farial.ttf;16-2 2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 2 c/4 8 \Fdiam;0\Farial.ttf;12-1 3 \Fdiam;0\Farial.ttf;16-2 -45 3 \Fdiam;0\Farial.ttf;16-2 -45 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 4 c/35 4 \Fdiam;0\Farial.ttf;16-2 2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 3 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 4 c/35 4 \Fdiam;0\Farial.ttf;16-2 2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 2 c/4 8 \Fdiam;0\Farial.ttf;12-1 4 \Fdiam;0\Farial.ttf;16-2 -35 4 \Fdiam;0\Farial.ttf;16-2 -35 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 4 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; c/4 8 \Fdiam;0\Farial.ttf;12-1 2 \Fdiam;0\Farial.ttf;12-2 -46 2 \Fdiam;0\Farial.ttf;12-2 -46 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/44 3 \Fdiam;0\Farial.ttf;16-2 5 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/44 3 \Fdiam;0\Farial.ttf;16-2 5 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 5 c/4 8 \Fdiam;0\Farial.ttf;12-1 3 \Fdiam;0\Farial.ttf;16-2 -44 3 \Fdiam;0\Farial.ttf;16-2 -44 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/44 3 \Fdiam;0\Farial.ttf;16-2 2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 6 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/44 3 \Fdiam;0\Farial.ttf;16-2 2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 2 c/4 8 \Fdiam;0\Farial.ttf;12-1 3 \Fdiam;0\Farial.ttf;16-2 -44 3 \Fdiam;0\Farial.ttf;16-2 -44 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 7 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 B B A A C-C e \Fdiam;0\Farial.ttf; c/4 8 \Fdiam;0\Farial.ttf;12-1 2 \Fdiam;0\Farial.ttf;12-2 -46 2 \Fdiam;0\Farial.ttf;12-2 -46 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 12 c/ e \Fdiam;0\Farial.ttf; 6 c/32 5 \Fdiam;0\Farial.ttf;20-3 5 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 8 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 12 c/ e \Fdiam;0\Farial.ttf; 5 c/50 6 \Fdiam;0\Farial.ttf;20-2 5 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 5 c/4 12 \Fdiam;0\Farial.ttf;12-1 6 \Fdiam;0\Farial.ttf;20-2 -32 5 \Fdiam;0\Farial.ttf;20-3 -50 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 6 c/ e \Fdiam;0\Farial.ttf; 5 c/38 5 \Fdiam;0\Farial.ttf;20-3 5 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 9 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 6 c/ e \Fdiam;0\Farial.ttf; 5 c/50 5 \Fdiam;0\Farial.ttf;20-2 5 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 5 c/4 6 \Fdiam;0\Farial.ttf;12-1 5 \Fdiam;0\Farial.ttf;20-2 -38 5 \Fdiam;0\Farial.ttf;20-3 -50 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 6 c/ e \Fdiam;0\Farial.ttf; 5 c/34 6 \Fdiam;0\Farial.ttf;12-3 3 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 11 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 6 c/ e \Fdiam;0\Farial.ttf; 6 c/45 5 \Fdiam;0\Farial.ttf;20-2 3 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 3 c/4 6 \Fdiam;0\Farial.ttf;16-1 5 \Fdiam;0\Farial.ttf;20-2 -34 6 \Fdiam;0\Farial.ttf;12-3 -45 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/44 3 \Fdiam;0\Farial.ttf;16-2 2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 10 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 3 c/44 3 \Fdiam;0\Farial.ttf;16-2 2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 2 c/4 8 \Fdiam;0\Farial.ttf;12-1 3 \Fdiam;0\Farial.ttf;16-2 -44 3 \Fdiam;0\Farial.ttf;16-2 -44 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 5 c/32 5 \Fdiam;0\Farial.ttf;16-2 3 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 13 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 5 c/32 5 \Fdiam;0\Farial.ttf;16-2 3 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; 3 c/4 8 \Fdiam;0\Farial.ttf;12-1 5 \Fdiam;0\Farial.ttf;16-2 -32 5 \Fdiam;0\Farial.ttf;16-2 -32 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 14 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; c/4 8 \Fdiam;0\Farial.ttf;12-1 2 \Fdiam;0\Farial.ttf;12-2 -46 2 \Fdiam;0\Farial.ttf;12-2 -46 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 15 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; c/4 8 \Fdiam;0\Farial.ttf;12-1 2 \Fdiam;0\Farial.ttf;12-2 -46 2 \Fdiam;0\Farial.ttf;12-2 -46 5 5 5 5 5 5 5 5 5 5 A-A e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 ZAPATA 20 Scale 1 : 20 5 5 5 B-B e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 A A B B C-C e \Fdiam;0\Farial.ttf; c/4 8 \Fdiam;0\Farial.ttf;12-1 2 \Fdiam;0\Farial.ttf;12-2 -46 2 \Fdiam;0\Farial.ttf;12-2 -46 5 5 5 5 5 5 5 5 5 5 100,0 30,0 100,0 30,0 144,0 30,0 144,0 30,0 147,0 100,0 30,0 100,0 30,0 147,0 30,0 140,0 140,0 30,0 30,0 250,0 40,0 200,0 30,0 240,0 40,0 180,0 30,0 100,0 30,0 100,0 30,0 30,0 100,0 30,0 100,0 30,0 170,0 30,0 170,0 40,0 240,0 30,0 200,0 30,0 140,0 30,0 140,0 30,0 100,0 30,0 100,0 30,0 140,0 30,0 140,0 30,0 100,0 30,0 100,0 433,0 550,0 511,0 497,0 522,0 497,0 4 3 2 1 A B C D E 100.0 30.0 100.0 30.0 144.0 30.0 144.0 30.0 147.0 100.0 30.0 100.0 30.0 147.0 30.0 140.0 140.0 30.0 30.0 250.0 40.0 200.0 30.0 240.0 40.0 180.0 30.0 100.0 30.0 100.0 30.0 30.0 100.0 30.0 100.0 30.0 170.0 30.0 170.0 40.0 240.0 30.0 200.0 30.0 140.0 30.0 140.0 30.0 100.0 30.0 100.0 30.0 140.0 30.0 140.0 30.0 100.0 30.0 100.0 433.0 550.0 511.0 497.0 522.0 497.0 e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 012 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 12,8 4,3 17,0 12,8 4,3 17,0 e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 012 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 15,0 5,0 20,0 e \Fdiam;0\Farial.ttf; 8 c/ e \Fdiam;0\Farial.ttf; 2 c/46 2 \Fdiam;0\Farial.ttf;12-2 \Fdiam;0\Farial.ttf;10-4 -4 5 5 5 DE Lamina: MATERIA: PROYECTO: DOCENTE: ESTUDIANTE: FACULTAD DE CIENCIAS Y TECNOLOGIA FUNDACIONES I UNIV. LIZARAZU CUEVAS RONALD ISRAEL UNIVERSIDAD MAYOR DE SAN SIMON \W0.9;ZAPATAS AISLADAS Esc. INDICADA AUXILIAR: Msc. Ing. Martín Duchen Ayala 3 3 m Cota de Fundación: Todas los diametros en milimetros kg/cm2 210 kg/cm2 210 kg/cm2 4200 kg/cm2 4200 kg/cm2 25 mm 1:2:3 5 cm 250 Kg/m2 500 Kg/m2 NOTAS GENERALES Resistencia de suelo (q) : Resistencia del Hormigón en la Zapata : Resistencia del Hormigón en la Columna : Fluencia del acero en la Zapata : Fluencia del acero en la Columna : Tamaño Máximo de Agregado : Dosificación : Recubrimiento en Zapata: Recubrimiento en Columna : Carga Viva conciderada Losas : Escaleras : 1.2 m Cota de Fundación: Todas los diametros en milimetros 2.0 kg/cm2 210 kg/cm2 210 kg/cm2 4200 kg/cm2 4200 kg/cm2 25 mm 1:2:3 5 cm 3 cm Kg/m2 500 Kg/m2 NOTAS GENERALES Resistencia de suelo (q) : Resistencia del Hormigón en la Zapata : Resistencia del Hormigón en la Columna : Fluencia del acero en la Zapata : Fluencia del acero en la Columna : Tamaño Máximo de Agregado : Dosificación : Recubrimiento en Zapata: Recubrimiento en Columna : Carga Viva conciderada Losas : Escaleras : DE Lamina: MATERIA: PROYECTO: DOCENTE: ESTUDIANTE: FACULTAD DE CIENCIAS Y TECNOLOGIA FUNDACIONES I UNIV. LIZARAZU CUEVAS RONALD ISRAEL UNIVERSIDAD MAYOR DE SAN SIMON \W0.9;ZAPATAS AISLADAS Esc. INDICADA AUXILIAR: Msc. Ing. Martín Duchen Ayala 2 3 m Cota de Fundación: Todas los diametros en milimetros kg/cm2 210 kg/cm2 210 kg/cm2 4200 kg/cm2 4200 kg/cm2 25 mm 1:2:3 5 cm 250 Kg/m2 500 Kg/m2 NOTAS GENERALES Resistencia de suelo (q) : Resistencia del Hormigón en la Zapata : Resistencia del Hormigón en la Columna : Fluencia del acero en la Zapata : Fluencia del acero en la Columna : Tamaño Máximo de Agregado : Dosificación : Recubrimiento en Zapata: Recubrimiento en Columna : Carga Viva conciderada Losas : Escaleras : 1.8 m Cota de Fundación: Todas los diametros en milimetros 2.0 kg/cm2 210 kg/cm2 210 kg/cm2 4200 kg/cm2 4200 kg/cm2 25 mm 1:2:3 5 cm 3 cm Kg/m2 500 Kg/m2 NOTAS GENERALES Resistencia de suelo (q) : Resistencia del Hormigón en la Zapata : Resistencia del Hormigón en la Columna : Fluencia del acero en la Zapata : Fluencia del acero en la Columna : Tamaño Máximo de Agregado : Dosificación : Recubrimiento en Zapata: Recubrimiento en Columna : Carga Viva conciderada Losas : Escaleras : DE Lamina: MATERIA: PROYECTO: DOCENTE: ESTUDIANTE: FACULTAD DE CIENCIAS Y TECNOLOGIA FUNDACIONES I UNIV. LIZARAZU CUEVAS RONALD ISRAEL UNIVERSIDAD MAYOR DE SAN SIMON \W0.9;ZAPATAS AISLADAS Esc. INDICADA AUXILIAR: Msc. Ing. Martín Duchen Ayala 1 3 m Cota de Fundación: Todas los diametros en milimetros kg/cm2 210 kg/cm2 210 kg/cm2 4200 kg/cm2 4200 kg/cm2 25 mm 1:2:3 5 cm 250 Kg/m2 500 Kg/m2 NOTAS GENERALES Resistencia de suelo (q) : Resistencia del Hormigón en la Zapata : Resistencia del Hormigón en la Columna : Fluencia del acero en la Zapata : Fluencia del acero en la Columna : Tamaño Máximo de Agregado : Dosificación : Recubrimiento en Zapata: Recubrimiento en Columna : Carga Viva conciderada Losas : Escaleras : 1.8 m Cota de Fundación: Todas los diametros en milimetros 2.0 kg/cm2 210 kg/cm2 210 kg/cm2 4200 kg/cm2 4200 kg/cm2 25 mm 1:2:3 5 cm 3 cm Kg/m2 500 Kg/m2 NOTAS GENERALES Resistencia de suelo (q) : Resistencia del Hormigón en la Zapata : Resistencia del Hormigón en la Columna : Fluencia del acero en la Zapata : Fluencia del acero en la Columna : Tamaño Máximo de Agregado : Dosificación : Recubrimiento en Zapata: Recubrimiento en Columna : Carga Viva conciderada Losas : Escaleras : ZAPATAS AISLADAS ZAPATAS AISLADAS ZAPATAS AISLADAS TABLA DE ACEROS PLANO DE FUNDACIONES ESCALA. 1:50 TOTAL = 353.63 Kg => 0.4 Ton B-B A-A ZAPATA 15 Scale 1 : 20 B-B

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Footprint Area
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Tags	autocad, base, DETAIL, details, DWG, footings, FOUNDATION, foundations, fundament, sizing, specifications