Concrete Wall – Details DWG Detail for AutoCAD

Concrete Wall – Details DWG Detail for AutoCAD

Detail wall in concrete for school

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

variable, variable, variable, Homeland, noble city, moquegua, benemerita, variable, variable, variable, variable, variable, section of concrete wall, flooring cm., terrain profile, tube of, controlled filling, section wall buttress, flooring cm., terrain profile, ground cutting profile, outer band, pvc tube, tube of, tube of, controlled filling, controlled filling, terrain profile, ground cutting profile, outer band, pvc tube, tube of, tube of, controlled filling, controlled filling, flooring cm., flooring cm., flooring cm., terrain profile, ground cutting profile, tube of, controlled filling, controlled filling, flooring cm., ground cutting profile, terrain profile, ground cutting profile, tube of, controlled filling, controlled filling, flooring cm., variable, variable, ground cutting profile, section screen wall, variable, variable, will be bruises every, observations, outer band, pvc tube, tube of, tube of, cut, path detail, detail concrete wall, section wall buttress, section screen wall, Technical specifications, buttress, subsoil concrete, buttress, type of soil, carrying capacity, maximum settlement, walls, corrugated iron, concrete, shoes, ƒ’c mpa, st mpa, cm., ƒy astm degree, ƒ’c mpa, ƒ’c mpa t. max, gravo well graduated, flooring, ƒ’c mpa, walls, ƒ’c mpa, electrodes in soldered connections, structure railings, natural terrain line, bruña, screen, bruña, detail of distribution of steel on screen, front elevation, sidewalk, sardinel, steel pipes astm grade, sidewalk, sardinel, ƒ’c mpa, flooring cm., cº ciclopeo, flooring cm., flooring cm., flooring cm., cº ciclopeo, controlled floor, controlled floor, column section concrete wall, flooring cm., terrain profile, ground cutting profile, outer band, pvc tube, tube of, tube of, controlled filling, subzapata, shoe, flooring, buttress, screen, Rear elevation wall with, pile, shoe, flooring, buttress, variable, variable, variable, detail concrete wall, esc, cut, esc, typical, indicated, variable, height variation of the piles, ground cutting profile, flooring cm., cut, esc, variable, height variation of the piles, note: the walls are variable according to the cross sections of the project., tube of, outer band, pvc tube, tube of, outer band, pvc tube, tube of, reduced print scales, scales, metric

Raw text data extracted from CAD file:

0.35 0.30 0.50 0.30 1.10 2.00 @ 3.20 0.20 0.60 0.20 0.30 0.60 0.45 3.60 @ 5.00 0.60 0.80 0.25 0.20 0.20 0.20 0.40 0.60 2.10 8.20 @ 9.50 0.20 0.60 1.00 0.30 0.20 1.25 0.25 0.30 0.60 2.10 3.60 @ 5.00 0.20 0.60 3.00 0.65 0.40 0.60 1.90 0.85 0.20 0.35 1.50 VARIABLE Variable 0.30 8.20 @ 9.50 0.20 0.20 Variable 0.20 0.20 Variable 0.20 0.60 0.30 0.20 1.35 1.50 1.50 1.50 1.50 0.30 0.50 0.60 0.02 0.01 0.80 0.60 A LA PATRIA NOBLE CIUDAD MOQUEGUA BENEMERITA 1541 0.70 1.00 0.50 H 1.00 1.00 0.70 1.00 0.50 H 0.15 0.15 0.15 0.15 0.70 0.50 0.20 0.90 0.30 0.50 0.70 1.50 2.00 @ 3.20 0.20 0.60 0.20 1.50 1.50 1.50 1.50 0.50 0.60 VARIABLE VARIABLE VARIABLE 0.50 VARIABLE VARIABLE 0.50 VARIABLE 4.00 0.40 Variable 0.20 0.30 0.30 1.60 0.75 0.50 0.50 0.30 Variable Variable 5 5 5 5 5 2.00 @ 3.20 Seccion de Muro de Concreto MC-1 5 Solado e= 10 cm. Perfil del Terreno 5 Ø 3/8" @0.30 Ø 3/8" @0.50 Ø 3/8" @0.30 Ø 1/2" @0.50 2 Ø 1/2" 2 Ø 3/8" Ø 5/8" @0.30 tubo Ø 2" e de 2mm RELLENO CONTROLADO 5 5 5 3.60 @ 5.00 Seccion Contrafuerte Muro MC-2 5 Solado e= 10 cm. Perfil del Terreno Perfil de Corte del Terreno 5 zuncho exterior de d 1/4" tubo PVC Ø 2" \A1; tubo Ø 1 \S1/2;\H1.429x;" e de 3mm Ø 3/8" @0.30 Ø 3/8" @0.50 Ø 3/8" @0.30 Ø 1/2" @0.50 2 Ø 1/2" 2 Ø 3/8" tubo Ø 2" e de 2mm RELLENO CONTROLADO 5 5 RELLENO CONTROLADO 5 5 5 5 5 8.20 @ 9.50 5 Perfil del Terreno Perfil de Corte del Terreno 5 zuncho exterior de d 1/4" tubo PVC Ø 2" \A1; tubo Ø 1 \S1/2;\H1.429x;" e de 3mm Ø 3/8" @0.30 Ø 3/8" @0.50 Ø 3/8" @0.30 Ø 1/2" @0.50 2 Ø 1/2" 2 Ø 3/8" tubo Ø 2" e de 2mm RELLENO CONTROLADO 5 5 RELLENO CONTROLADO Solado e= 10 cm. 5 Solado e= 10 cm. 5 5 5 3.60 @ 5.00 5 Solado e= 10 cm. Perfil del Terreno Perfil de Corte del Terreno 5 d1" d3/4" d5/8" d1/2" d3/8" Ø 3/8" @0.30 Ø 3/8" @0.50 Ø 3/8" @0.30 Ø 1/2" @0.50 2 Ø 1/2" 2 Ø 3/8" tubo Ø 2" e de 2mm RELLENO CONTROLADO 5 5 RELLENO CONTROLADO 5 Ø 3/8" @0.30 Solado e= 10 cm. Ø 3/8" @0.25 Perfil de Corte del Terreno 5 5 5 5 Perfil del Terreno Perfil de Corte del Terreno Ø 3/8" @0.30 Ø 3/8" @0.50 Ø 3/8" @0.30 Ø 1/2" @0.50 2 Ø 1/2" 2 Ø 3/8" tubo Ø 2" e de 2mm RELLENO CONTROLADO 5 RELLENO CONTROLADO 5 Solado e= 10 cm. Solado e= 10 cm. 5 5 5 VARIABLE Ø 3/8" @0.30 Ø 3/8" @0.25 4 Ø 5/8" Variable d1" d3/4" d5/8" d1/2" d3/8" 4 Ø 5/8" Ø 3/8" @0.30 Ø 3/8" @0.25 Ø 3/8" @0.30 Ø 3/8" @0.30 Ø 5/8" @0.20 Ø 1/2" @0.25 5 3 Ø 3/4" 2 Ø 3/8" 3 Ø 3/4" Ø 3/8" @0.25 2Ø 5/8" 2Ø 5/8" Perfil de Corte del Terreno Ø 1/2" @0.20 Ø 5/8" @0.35 5 Ø 3/4" 8.20 @ 9.50 5 Seccion Pantalla Muro MC-2 5 Variable 5 5 Variable 3Ø 5/8" 3 Ø 5/8" 1). Se haran bruñas cada 3m de 1x2cm OBSERVACIONES 5 5 zuncho exterior de d 1/4" tubo PVC Ø 2" \A1; tubo Ø 1 \S1/2;\H1.429x;" e de 3mm Ø 3/8" @0.30 Ø 3/8" @0.50 Ø 3/8" @0.30 Ø 1/2" @0.50 2 Ø 1/2" 2 Ø 3/8" tubo Ø 2" e de 2mm 5 5 5 2 2 5 5 CORTE 5-5 CORTE 2-2 DETALLE VEREDA DETALLE MURO DE CONCRETO MC-2 DETALLE MURO DE CONCRETO MC-5 Seccion Contrafuerte Muro MC-5 Seccion Pantalla Muro MC-5 ESPECIFICACIONES TECNICAS \LACERO CONTRAFUERTE CONCRETO SUBZAPATA \LRECUBRIMIENTOS CONTRAFUERTE TIPO DE SUELO CAPACIDAD PORTANTE ASENTAMIENTO MAXIMO MUROS (PANTALLA) FIERRO CORRUGADO CONCRETO \LTERRENO ZAPATAS ZAPATAS ƒ'c = 21 MPa 4.0 cm 4.0 cm st = 0.24 MPa : 1 cm. ƒy = 4200 Kg/cm² ASTM Grado 60 8.0 cm ƒ'c = 21 MPa ƒ'c = 14 MPa 25%P.G. T. max 6" : Gravo Bien Graduada (GW) SOLADO ƒ'c = 8 MPa MUROS (PANTALLA) ƒ'c = 21 Mpa ELECTRODOS E - 7018 EN CONEXIONES SOLDADAS ESTRUCTURA BARANDAS 5 5 5 5 5 5 0.60 LINEA DE TERRENO NATURAL BRUÑA 1x2 cm PANTALLA PANTALLA PANTALLA BRUÑA 1x2 cm 0.02 5 Ø 3/8" @0.30 DETALLE DE DISTRIBUCION DE ACERO EN PANTALLA As(-) As(+) 5 5 ELEVACION FRONTAL MURO\H0.8x; 4 Ø 3/4" Ø 3/8" @0.20 6 Ø 3/4" Ø 3/8" @0.20 8 Ø 3/4" Ø 3/8" @0.20 VEREDA 3.5cm SARDINEL 3.5 cm ACERO TUBOS ASTM Grado 60 fy=36ksi VEREDA SARDINEL ƒ'c = 21 MPa ƒ'c = 21 MPa 5 5 5 H Solado e= 10 cm. Cº ciclopeo 5 Solado e= 10 cm. 5 Solado e= 10 cm. 5 5 5 H Solado e= 10 cm. Cº ciclopeo 3 Ø 5/8" 5 Suelo controlado 5 5 5 3 Ø 5/8" 5 Suelo controlado 5 2 Ø 3/4" Ø 3/8" @0.20 5 Ø 3/4" 3 Ø 3/4" Ø 3/8" @0.20 5 5 5 5 5 2.00 @ 3.20 Seccion Columna Muro de Concreto MC-1 5 Solado e= 10 cm. Perfil del Terreno Perfil de Corte del Terreno 5 zuncho exterior de d 1/4" tubo PVC Ø 2" \A1; tubo Ø 1 \S1/2;\H1.429x;" e de 3mm Ø 3/8" @0.30 Ø 3/8" @0.50 Ø 3/8" @0.30 Ø 1/2" @0.50 2 Ø 1/2" 2 Ø 3/8" Ø 5/8" @0.30 tubo Ø 2" e de 2mm RELLENO CONTROLADO 5 5 2Ø 5/8" 3 Ø 5/8" VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 d5/8"@0.20 Ø 3/8" @0.20 Ø 3/8" @0.20 4 Ø 1/2" SUBZAPATA SUBZAPATA ZAPATA SOLADO SOLADO SOLADO CONTRAFUERTE CONTRAFUERTE VS-1 VS-1 VS-1 5 5 5 5 5 0.60 PANTALLA PANTALLA PANTALLA ELEVACION POSTERIOR MURO CON PILOTE\H0.8x; PILOTE PILOTE ZAPATA SOLADO SOLADO SOLADO CONTRAFUERTE CONTRAFUERTE VS-1 VS-1 VS-1 VARIABLE VARIABLE VARIABLE 5 VARIABLE VARIABLE 5 VARIABLE DETALLE MURO DE CONCRETO MC-1 ESC : 1/25 ESC : 1/25 ESC : 1/20 ESC : 1/12.5 ESC : 1/20 ESC : 1/25 ESC : 1/25 ESC : 1/25 ESC : 1/25 Ø 3/8" @0.30 2 Ø 3/4" 5 A A A A 2 Ø 1/2" 2 Ø 1/2" 2 Ø 3/4" Ø 3/8" @0.30 Ø 3/8" @0.30 d1" d3/4" d5/8" d1/2" d3/8" Ø 1/2" @0.20 Ø 5/8" @0.20 8 Ø 3/4" CORTE A-A ESC : 1/20 TIPICO Ø Indicado Ø 3/8" @0.20 5 Variable 5 VARIACION DE ALTURA DE LOS PILOTES MC-1 MC-2 MC-3 MC-4 MC-5 H: 0.0m H: 2.5m H: 3.0m H: 3.5m H: 4.0m 5 5 Perfil de Corte del Terreno 5 5 Solado e= 10 cm. 5 5 3Ø 5/8" 1 1 5 CORTE 1-1 5 Ø 5/8" Ø 3/8" @0.20 ESC : 1/20 Variable Variable VARIACION DE ALTURA DE LOS PILOTES MC-2 MC-3 MC-4 H: 2.5m H: 3.0m H: 3.5m NOTA: LOS MUROS SON VARIABLES DE ACUERDO A LOS PERFILES Y SECCIONES TRANSVERSALES DEL PROYECTO. \A1; tubo Ø 1 \S1/2;\H1.429x;" e de 3mm tubo Ø 2" e de 2mm zuncho exterior de d 1/4" tubo PVC Ø 2" tubo Ø 2" e de 2mm zuncho exterior de d 1/4" tubo PVC Ø 2" \A1; tubo Ø 1 \S1/2;\H1.429x;" e de 3mm tubo Ø 2" e de 2mm REDUCED PRINT SCALES 1/8" A 1 5 15 10 20 30 25 35 40 B 1/4" 1 2 4 3 5 13 7 6 9 8 11 10 12 15 14 16 18 17 C 20 19 21 3/8" 1 2 3 4 6 5 7 7 8 8 9 9 D 10 10 11 11 1 2 3 4 1:33 1/3 0 5 6 1 2 3 4 0 1:25 1 7 8 2 SCALES METRIC 3

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, brick walls, concrete, constructive details, DETAIL, details, DWG, mur de briques, panel, parede de tijolos, partition wall, school, wall, ziegelmauer