Concrete Abutment Wall DWG Block for AutoCAD

Concrete Abutment Wall DWG Block for AutoCAD

Concrete Abutment wall

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

tacna stadium, key plan, general plan, plan sector, government, regional, approved :, drawing :, scale :, date :, archive :, advisor :, revised :, design :, tacna, facing the future, plan: , expansion and remodeling, tacna stadium, definitive studies :, observations, date :, modified, xxx, npt, wall, mortar, masonry, with type iv of the corresponding norm itintec., all the masonry units of walls, and partitions should classify as minimum, rmin, overlaps and splices, typical details of stirrups, beams, columns and bleachers, in foundations, concrete cyclopean, foundation corridos, – retaining walls, – columns and beams, free coverings, bearing capacity, terrain , reinforcing steel, – footings, concrete, reinforced concrete, general specifications, armed, cyclopean

Raw text data extracted from CAD file:

1.20 0.65 1.70 a 2.00 0.40 0.20 0.40 0.15 0.30 0.30 0.20 0.15 ESTADIO TACNA 4 3 13 14 15 16 17 18 05 06 07 08 8 7 6 5 4 3 2 1 1 2 3 4 18 17 16 15 14 13 PLANO CLAVE 01 02 01 02 02 01 01 02 01 02 02 01 02 01 27 21 20 19 18 17 16 26 25 24 23 22 15 28 02 01 01 02 02 01 01 02 29 28 27 26 25 24 23 22 21 38 37 36 35 34 33 31 30 40 41 42 43 44 45 46 32 39 47 20 04 01 02 03 2 5 18 17 16 15 14 13 1 2 3 4 5 6 7 8 2 1 4 3 01 02 01 02 01 02 02 01 01 02 01 02 02 01 01 02 02 01 01 02 27 28 29 42 41 40 38 37 36 35 34 33 32 31 30 39 01 02 28 27 26 25 24 23 22 15 16 17 18 19 20 21 04 03 02 01 04 03 02 01 21 22 23 24 20 46 45 25 26 44 43 1 A1-1000 PLANTA GENERAL A-01-1/4 SECTOR DEL PLANO GOBIERNO . . . . . . . . REGIONAL N° PLANO Aprobado: Dibujo: Escala: Fecha: Archivo: Asesor: Revisado: Diseño: TACNA De Frente al Futuro Plano: SECTOR 02 AMPLIACION Y REMODELACION DEL ESTADIO TACNA Estudios Definitivos: OBSERVACIONES XX/07/'03 FECHA: MODIFIC. XXX CIP 25353 CIP 73353 ING° E. CHURA A. ING° E. CUTIPA F. BACH. ING° E. SANCHEZ R. 135° L L L L 1.20 0.65 1.70 a 2.00 0.40 0.20 0.20 0.35 0.20 0.15 1.20 0.65 1.76 a 1.96 0.40 0.20 0.40 0.15 0.30 0.30 0.20 a 0.40 0.15 1.96 SECCION - 4 MURO DE CONTENCION 5 N.P.T. 5 1.70 a 2.00 5 5 5 5 5 5 d3/8"@0.30 d3/8"@0.25 N.P.T. 5 d3/8"@0.30 d1/2"@0.15 5 MURO 5 15cm 3/8" 2.0cm. L L GANCHO A 135° 1:4 (CEMNETO-ARENA) f'm = 50KG/cm MORTERO ALBAÑILERIA ALBAÑILERIA 2 CON EL TIPO IV DE LA NORMA ITINTEC CORRESPONDIENTE. TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS Y TABIQUES DEBERAN CLASIFICAR COMO MINIMO 10cm 1/4" 1.5cm. d Rmin L 8mm 40cm 5/8" 60cm 125cm 70cm 1" 3/4" 50cm 40cm 1/2" 3/8" d L L L TRASLAPES Y EMPALMES DETALLES TIPICOS DE ESTRIBOS 4.00 cm. 4.00 cm. 7.50 cm. 2 2 2 2 ( VERIFICAR EN OBRA ) VIGAS, COLUMNAS Y GRADERIAS EN CIMENTACION CONCRETO CICLOPEO CIMIENTO CORRIDOS : - MUROS DE CONTENCION - COLUMNAS Y VIGAS RECUBRIMIENTOS LIBRES CAPACIDAD PORTANTE TERRENO ACERO DE REFUERZO - ZAPATAS CONCRETO : = t : y : c c : CONCRETO ARMADO ESPECIFICACIONES GENERALES 4.00 kg/cm f = 4,200 Kg/cm f = 175 Kg/cm f = 210 Kg/cm MAS 30% DE PIEDRA DE TAMAÑO MAXIMO6" CONCRETO CICLOPEO 1:10 (CEMENTO-HORMIGON) ARMADO CICLOPEO MURO 5 5 N.P.T. 5 5 5 5 1.70 a 2.00 5 N.P.T. 5 SECCION - 5 MURO DE CONTENCION ARMADO MURO 5 d1/2"@0.15 d3/8"@0.30 0.20 a 0.40 N.P.T. d3/8"@0.25 d3/8"@0.30 5 5 5 5 5 5 1.76 a 1.96 5 N.P.T. 5 SECCION - 4 MURO DE CONTENCION 5

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	abutment, autocad, block, concrete, DWG, retaining wall, wall