Concrete Wall – Slurry Wall DWG Detail for AutoCAD

Concrete Wall – Slurry Wall DWG Detail for AutoCAD

Concrete Wall – Slurry wall – Details

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

back elevation esc., ground boundary, ground boundary, ground boundary, potable water cistern, gray water cistern, left lateral elevation esc., horizontal modulation of, half-recessed reed, depth width, coincident with the profiling, aluminum curtainwall, horizontal modulation of, half-recessed reed, depth width, coincident with the profiling, aluminum curtainwall, start point, vertical modulation of, half-recessed reed, depth width, horizontal modulation of, half-recessed reed, depth width, coincident with the profiling, aluminum curtainwall, see extended detail, Factory line, ground boundary, pedestrian ramp, right lateral elevation esc., start point, vertical modulation of, half-recessed reed, depth width, starting point vertical modulation of half reed depth width, note: the half rods will be projected will have their auction on the opposite side of the wall, floor level projection, expansive bolts for fastening prefabricated plates of reinforced concrete, brace projection for fixing prefabricated plates, projection of reinforced concrete slab, reinforced concrete module seen, expansive fastening bolts for reinforced concrete module, parallel block masonry reinforced concrete modules, Reinforced concrete strut every beginning end of concrete module, structural beam, see extended detail, note: the half rods will be projected will have their auction on the opposite side of the wall, Half reed formed from a tie of reinforced concrete modules, anchorage of prefabricated concrete esc., detail anchorage of prefabricated concrete esc., half canes of prefabricated concrete esc., detail stockings of prefabricated concrete esc., detail stockings reeds esc., see extended detail

Raw text data extracted from CAD file:

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\A1;0.03 \A1;0.03 \A1;1.51 \A1;0.03 \A1;0.47 \A1;0.03 \A1;1.67 \A1;0.03 \A1;1.52 \A1;0.03 \A1;1.67 \A1;0.03 \A1;1.52 \A1;0.03 \A1;1.67 \A1;0.03 ELEVACION POSTERIOR ESC. 1:100 LIMITE DEL TERRENO LIMITE DEL TERRENO 3 2 1 NA.+1.00 NA.+4.55 NA.+7.80 NA.+11.05 NA.+14.30 NA.+17.55 NA.+20.80 NA.+24.05 NA.+27.30 NA.+30.55 NA.+33.80 NA.+37.05 NA.+40.30 LIMITE DEL TERRENO NA.+0.75 3 LIMITE DEL TERRENO 2 1 NE.+40.25 NE.+37.00 NE.+33.75 NA.+30.50 NE.+17.50 NE.+20.75 NE.+24.00 NE.+27.25 NE.+0.95 NE.+4.50 NE.+7.75 NE.+11.00 NE.+14.25 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NE.+0.70 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 A B C D N.+-0.00 CISTERNA AGUA POTABLE N.+0.75 NA.+1.00 NA.+4.55 NA.+7.80 NA.+11.05 NA.+14.30 NA.+17.55 NA.+20.80 NA.+24.05 NA.+27.30 NA.+30.55 NA.+33.80 NA.+37.05 NA.+40.30 NE.+40.25 NE.+37.00 NE.+33.75 NA.+30.50 NE.+17.50 NE.+20.75 NE.+24.00 NE.+27.25 NE.+0.95 NE.+4.50 NE.+7.75 NE.+11.00 NE.+14.25 NA.-2.00 NA.-5.00 NA.-8.00 NA.-11.00 NE.-1.95 NE.-4.95 NE.-7.95 NE.-10.95 NA.-3.50 NA.-6.50 NA.-9.50 NA.-12.50 NE.-3.45 NE.-6.45 NE.-9.45 NE.-12.45 NA.+1.00 NA.+4.55 NA.+7.80 NE.+0.95 NE.+4.50 NE.+7.75 -1.0 CISTERNA AGUAS GRISES NA.+1.00 NA.+4.55 NA.+7.80 NA.+11.05 NA.+14.30 NA.+17.55 NA.+20.80 NA.+24.05 NA.+27.30 NA.+30.55 NA.+33.80 NA.+37.05 NA.+40.30 NE.+40.25 NE.+37.00 NE.+33.75 NA.+30.50 NE.+17.50 NE.+20.75 NE.+24.00 NE.+27.25 NE.+0.95 NE.+4.50 NE.+7.75 NE.+11.00 NE.+14.25 ELEVACION LATERAL IZQUIERDA ESC. 1:100 CV5 CV5 CV5 CV5 CV6 L00 L00 L00 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV6 L00 V3 L00 CV10 L00 CV10 L00 CV9 CV8 L00 L00 V1 L00 V1 L00 V6 L00 V9 L00 CV9 CV8 L00 L00 CV9 L00 CV9 CV7 L00 L00 CV9 CV7 L00 L00 CV9 CV7 L00 L00 CV9 CV7 L00 L00 CV9 CV8 L00 L00 CV9 CV7 L00 L00 CV9 CV7 L00 L00 CV9 L00 M3 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 M2 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 CV9 L00 V3 L00 CV6 L00 CV9 L00 CV6 L00 CV9 L00 CV6 L00 V5 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 CV6 L00 CV1 L00 CV9 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 V5 L00 M1 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 V4 L00 NE.-15.25 -1.0 -1.0 MODULACION HORIZONTAL DE MEDIA CAÑA REHUNDIDA .03 Ancho x .03 Profundidad COINCIDENTE CON LA PERFILERIA DE ALUMINIO DE CURTAINWALL MODULACION HORIZONTAL DE MEDIA CAÑA REHUNDIDA .03 Ancho x .02 Profundidad COINCIDENTE CON LA PERFILERIA DE ALUMINIO DE CURTAINWALL PUNTO DE INICIO MODULACION VERTICAL DE MEDIA CAÑA REHUNDIDA .03 Ancho x .03 Profundidad MODULACION HORIZONTAL DE MEDIA CAÑA REHUNDIDA .03m Ancho x .03m Profundidad COINCIDENTE CON LA PERFILERIA DE ALUMINIO DE CURTAINWALL 5 5 5 5 5 5 5 5 5 5 5 VER DETALLE AMPLIADO B C D E F G A LINEA DE FABRICA LIMITE DEL TERRENO NA.-3.50 NA.-2.00 NA.-5.00 NA.-8.00 NA.-11.00 NA.-6.50 NA.-9.50 NA.-12.50 N.+-0.00 NA.+1.00 NA.+0.75 RAMPA PEATONAL NE.+0.70 NE.-3.45 NE.-6.45 NE.-9.45 NE.-12.45 NE.+0.95 NE.-1.95 NE.-4.95 NE.-7.95 NE.-10.95 NA.+1.00 NA.+4.55 NA.+7.80 NA.+11.05 NA.+14.30 NA.+17.55 NA.+20.80 NA.+24.05 NA.+27.30 NA.+30.55 NA.+33.80 NA.+37.05 NA.+40.30 NE.+40.25 NE.+37.00 NE.+33.75 NA.+30.50 NE.+17.50 NE.+20.75 NE.+24.00 NE.+27.25 NE.+0.95 NE.+4.50 NE.+7.75 NE.+11.00 NE.+14.25 ELEVACION LATERAL DERECHA ESC. 1:100 V3 L00 CV9 L00 M5 L00 M6 L00 CV5 CV4 L00 M5 L00 L00 V6 L00 V7 L00 CV4 L00 CV9 L00 CV5 L00 CV5 L00 CV9 L00 CV5 L00 CV9 L00 CV5 L00 CV9 L00 CV5 L00 CV9 L00 CV5 L00 CV9 L00 CV5 L00 CV9 L00 CV5 L00 CV9 L00 CV5 L00 CV9 L00 V9 L00 V9 L00 M3 L00 M3 L00 M3 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 V8 L00 M2 L00 M2 L00 M2 L00 M4 L00 M4 L00 M4 L00 PUNTO DE INICIO MODULACION VERTICAL DE MEDIA CAÑA REHUNDIDA .03 Ancho x .02 Profundidad PUNTO DE INICIO MODULACION VERTICAL DE MEDIA CAÑA REHUNDIDA .03 Ancho x .03 Profundidad Nota: LAS MEDIAS CAÑAS SE PROYECTARAN Y TENDRAN SU REMATE AL LADO OPUESTO DEL MURO PROYECCION NIVEL DE PISO 5 NA.+30.55 NA.+33.80 NA.+37.05 NE.+30.50 NE.+33.75 NE.+37.00 2 5 5 5 5 5 1.51 5 5 5 5 5 5 5 5 5 5 1.51 5 5 5 5 5 1.54 1.51 5 5 1.54 5 5 1.51 5 5 5 1.67 5 5 5 5 5 5 5 5 5 PERNOS EXPANSIVOS DE 7" PARA SUJECION DE PLACAS PREFABRICADAS DE HORMIGON ARMADO PERNOS EXPANSIVOS DE 7" PARA SUJECION DE PLACAS PREFABRICADAS DE HORMIGON ARMADO PROYECCION DE RIOSTRA PARA SUJECION DE PLACAS PREFABRICADAS PROYECCION DE LOSA Y VIGA DE HORMIGON ARMADO 2 MODULO DE HORMIGON ARMADO VISTO PERNOS EXPANSIVOS DE SUJECION DE MODULO DE HORMIGON ARMADO MAMPOSTERIA DE BLOQUE DE 0.15m PARALELO A LOS MODULOS DE HORMIGON ARMADO RIOSTRA DE HORMIGON ARMADO CADA INICIO Y FIN DE MODULO DE HORMIGON VIGA ESTRUCTURAL VER DETALLE AMPLIADO 2 1.56 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Nota: LAS MEDIAS CAÑAS SE PROYECTARAN Y TENDRAN SU REMATE AL LADO OPUESTO DEL MURO Nota: LAS MEDIAS CAÑAS SE PROYECTARAN Y TENDRAN SU REMATE AL LADO OPUESTO DEL MURO MEDIA CAÑA REHUNDIDA DE .03 x .03m FORMADA EN EMPATE DE MODULOS DE HORMIGON ARMADO MEDIA CAÑA REHUNDIDA DE .03 x .03m FORMADA EN EMPATE DE MODULOS DE HORMIGON ARMADO ANCLAJE DE PREFABRICADOS DE HORMIGON ESC. 1:50 DETALLE 17 ANCLAJE DE PREFABRICADOS DE HORMIGON ESC. 1:25 MEDIAS CAÑAS DE PREFABRICADOS DE HORMIGON ESC. 1:50 DETALLE 18 MEDIAS CAÑAS DE PREFABRICADOS DE HORMIGON ESC. 1:25 DETALLE 19 MEDIAS CAÑAS ESC. 1:25 VER DETALLE AMPLIADO VER DETALLE AMPLIADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CV5 CV5 CV5 CV5 CV6 L00 L00 L00 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV5 CV6 L00 L00 CV6 L00 V3 L00 CV10 L00 CV9 CV8 V6 L00 V9 CV9 CV8 CV9 CV9 CV7 CV9 CV7 CV9 CV7 CV9 CV7 CV9 CV9 CV7 CV9 CV7 CV9 M3 V8 V8 V8 V8 V8 M2 CV9 CV9 CV9 CV9 CV9 CV9 CV9 CV9 CV9 CV9 CV9 LD2 V3 LD1 CV9 M5 M6 CV5 CV4 M5 LD3 V6 V7 CV4 CV9 CV5 CV5 CV9 CV5 CV9 CV5 CV9 CV5 CV9 CV5 CV9 CV5 CV9 CV5 CV9 CV5 CV9 LD2 V9 V9 LD1 M3 M3 M3 V8 V8 V8 V8 V8 V8 V8 V8 V8 V8 V8 V8 V8 V8 V8 M2 M2 M2 M4 LD1 M4 M4 V3 LD1 CV6 CV9 LD2 CV6 CV9 CV6 V5 CV1 CV9 CV6 CV1 CV9 CV6 CV1 CV9 CV6 CV1 CV9 CV6 CV1 CV9 CV6 CV1 CV9 CV6 CV1 CV9 CV6 CV1 CV9 CV6 LD3 CV1 CV9 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 V5 M1 V4 V4 V4 V4 V4 V4 V4 V4 LD1 V4 V4 V4 V4 V4 V4 V4 V4 5 5 CV10 L00 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 CV7 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD3 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD1 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2 LD2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, DETAIL, details, DWG, formwork, reinforced concrete, schalung, stahlbeton, wall