Duplex DWG Section for AutoCAD

Duplex DWG Section for AutoCAD

Duplex – Plants – Sections – Elevations – Details

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

owner:, Location:, scale:, dimensions:, date:, group:, work:, flat:, house room, facades cuts, evelia liliana millán magaña, street of bitterness no. colonia palo solo huixquilican edo. from Mexico, meters, March, San Joaquin River, street lantern, street of bitterness, slab projection, living room, dinning room, kitchen, service room, half bath, study, goes up, access, slab projection, garden, adjoining, empty, low, access, slab projection, adjoining, empty, master bedroom, multiple area, bedroom, bath, aisle, slab projection, empty, access, slab projection, empty, adjoining, empty, tinaco, pending, gas, empty, ridge, arch projection, main facade, back facade, cut, low level, top floor, roof plant, owner:, Location:, scale:, dimensions:, date:, group:, work:, flat:, house room, facades cuts, street of bitterness no. colonia palo solo huixquilican edo. from Mexico, meters, March, San Joaquin River, street lantern, street of bitterness, owner:, Location:, scale:, dimensions:, date:, group:, work:, flat:, house room, architectural, jesus ladder garcia, street of bitterness no. colonia palo solo huixquilican edo. from Mexico, meters, March, San Joaquin River, street lantern, street of bitterness, adjoining, low level, tank, adjoining, low level, owner:, Location:, scale:, dimensions:, date:, group:, work:, flat:, house room, foundation shoe excavation runs, street of bitterness no. colonia palo solo huixquilican edo. from Mexico, meters, may, San Joaquin River, street lantern, street of bitterness, longitudinal, cross, longitudinal, cross, armed contrabass, armed shoe, camber, base, height, shoe, cut, shoe an escarpio, shoe two bootpieces, border shoe, natural terrain, concrete template, simple, natural terrain, concrete template, simple, firm concrete, firm concrete, natural terrain, concrete template, simple, firm concrete, natural terrain, concrete template, simple, firm concrete, specifications: concrete reinforced concrete fence reinforced with est. section concrete castle armed with est. section resistance of the terrain resistance of the concrete with maximum aggregate of the castles will be anchored to the grills of the footings in strains filled with earth fill product of excavation in strains of compacted with optimum humidity degree. concrete stencil partition slab with free covering mortar against trabes with overlapping lengths of cm squares with double hooks, castle section, ground floor, high floor slab, owner:, Location:, scale:, dimensions:, date:, group:, work:, flat:, house room, architectural, street of bitterness no. colonia palo solo huixquilican edo. from Mexico, meters, March, San Joaquin River, street lantern, street of bitterness, tank, empty, lock, lock, lock, lock, lock, reinforced concrete lock, enclosure, Concrete castle armed with est. section, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, jesus ladder garcia

Raw text data extracted from CAD file:

\A1;2.9 \A1;3.5 \A1;3.5 \A1;3.0 \A1;3.5 \A1;1.1 \A1;2.4 \A1;1.7 \A1;1.9 \A1;0.6 \A1;5.8 \A1;0.15 \A1;2.85 \A1;0.15 \A1;3.35 \A1;0.15 \A1;0.90 \A1;0.52 \A1;1.50 \A1;0.38 \A1;0.15 \A1;3.40 \A1;0.15 \A1;0.60 \A1;5.60 \A1;0.15 \A1;0.15 \A1;3.65 \A1;0.15 \A1;1.20 \A1;0.15 \A1;4.50 \A1;0.15 \A1;9.8 \A1;10.0 \A1;20.0 \A1;0.15 \A1;2.8 \A1;0.15 \A1;4.4 \A1;0.15 \A1;3.9 \A1;0.15 \A1;2.3 \A1;0.15 \A1;5.6 \A1;0.15 \A1;2.9 \A1;3.5 \A1;3.5 \A1;3.0 \A1;3.5 \A1;1.1 \A1;2.4 \A1;1.7 \A1;1.9 \A1;0.6 \A1;5.8 \A1;2.85 \A1;0.15 \A1;0.15 \A1;2.30 \A1;0.15 \A1;0.15 \A1;2.8 \A1;1.50 \A1;0.38 \A1;4.0 \A1;0.15 \A1;0.15 \A1;0.15 \A1;3.65 \A1;0.15 \A1;1.20 \A1;0.15 \A1;4.50 \A1;0.15 \A1;0.15 \A1;0.15 \A1;9.8 \A1;10.0 \A1;20.0 \A1;1.50 \A1;1.45 \A1;2.9 \A1;3.5 \A1;3.5 \A1;3.0 \A1;3.5 \A1;3.4 \A1;1.7 \A1;1.9 \A1;0.6 \A1;5.8 \A1;0.15 \A1;0.15 \A1;2.85 \A1;0.15 \A1;0.15 \A1;2.85 \A1;4.00 \A1;0.15 \A1;0.15 \A1;0.15 \A1;3.65 \A1;0.15 \A1;1.20 \A1;4.50 \A1;0.15 \A1;9.8 \A1;10.0 \A1;9.8 \A1;10.95 \A1;4.75 \A1;1.15 \A1;6.2 \A1;2.7 \A1;3.5 \A1;2.6 \A1;3.3 \A1;1.4 \A1;1.2 \A1;1.0 \A1;2.5 \A1;2.5 \A1;2.7 \A1;2.5 \A1;1.0 \A1;3.6 \A1;2.6 \A1;6.3 \A1;6.4 n Propietario: Ubicación: Escala: Acotaciones: Fecha: Grupo: Obra: Plano: CASA HABITACION FACHADAS Y CORTES Evelia Liliana Millán Magaña Calle de la Amargura No. 14 Colonia Palo Solo Huixquilican Edo. de Mexico 1 : 50 Metros Marzo 2004 409 - V Rio San Joaquín Calle Farol Calle de la Amargura \A1;0.80 \A1;2.70 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.75 \A1;0.80 \A1;0.80 \A1;0.60 \A1;0.60 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.60 \A1;0.60 \A1;0.60 \A1;2.9 \A1;3.5 \A1;3.5 \A1;3.0 \A1;2.4 \A1;1.7 \A1;1.9 \A1;0.6 \A1;5.8 \A1;3.0 \A1;4.6 \A1;4.1 \A1;2.5 \A1;5.8 \A1;9.8 \A1;2.9 \A1;3.5 \A1;3.5 \A1;3.0 \A1;1.1 \A1;2.4 \A1;1.9 \A1;0.6 \A1;5.8 \A1;9.8 \A1;5.8 \A1;2.5 \A1;4.1 \A1;4.5 \A1;3.0 \A1;3.5 \A1;0.60 \A1;0.80 \A1;2.50 \A1;1.7 \A1;2.50 \A1;3.5 \A1;2.50 \A1;2.50 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.10 \A1;3.5 \A1;1.1 \A1;2.4 \A1;1.7 \A1;1.8 \A1;0.6 \A1;9.8 \A1;2.9 \A1;3.5 \A1;3.5 \A1;4.6 \A1;4.1 \A1;3.5 \A1;1.1 \A1;2.4 \A1;1.7 \A1;2.5 \A1;9.8 \A1;2.9 \A1;3.5 \A1;3.5 \A1;4.6 \A1;4.1 \A1;2.5 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.00 \A1;2.05 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.05 \A1;1.00 \A1;1.00 \A1;2.05 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 PROYECCION LOSA N 0.00 A B C D 1 2 3 5 6 8 9 7 4 SALA ESTAR COMEDOR COCINA CUARTO DE SERVICIO MEDIO BAÑO ESTUDIO 1 2 3 4 5 6 7 8 9 10 SUBE ACCESO PROYECCION LOSA N + 0.15 N 0.00 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 JARDIN JARDIN COLINDANCIA 0.05 COLINDANCIA 0.05 A B C D VACIO 19 18 17 16 15 14 13 12 BAJA ACCESO PROYECCION LOSA N + 2.75 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 COLINDANCIA 0.05 COLINDANCIA 0.05 5 VACIO 11 1 2 3 4 5 6 7 8 9 10 RECAMARA PRINCIPAL AREA MULTIPLE RECAMARA 1 RECAMARA 2 BAÑO BAÑO 5 PASILLO PROYECCION LOSA A B C D VACIO ACCESO PROYECCION LOSA 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 VACIO VACIO COLINDANCIA 0.05 COLINDANCIA 0.05 VACIO TINACO PENDIENTE 2 % PENDIENTE 2 % PENDIENTE 2 % PENDIENTE 2 % PENDIENTE 2 % PENDIENTE 2 % GAS 5 VACIO 5 5 5 N + 5.35 CUMBRERA CUMBRERA A D A D 1 9 PROYECCIÓN ARCO A D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X Y Y Y Y Y Y FACHADA PRINCIPAL FACHADA TRASERA CORTE X - X CORTE Y - Y PLANTA BAJA PLANTA ALTA PLANTA AZOTEA Propietario: Ubicación: Escala: Acotaciones: Fecha: Grupo: Obra: Plano: CASA HABITACION FACHADAS Y CORTES Calle de la Amargura No. 14 Colonia Palo Solo Huixquilican Edo. de Mexico 1 : 50 Metros Marzo 2004 409 - V Rio San Joaquín Calle Farol Calle de la Amargura Propietario: Ubicación: Escala: Acotaciones: Fecha: Grupo: Obra: Plano: CASA HABITACION ARQUITECTONICO Jesus Escalera Garcìa Calle de la Amargura No. 14 Colonia Palo Solo Huixquilican Edo. de Mexico 1 : 50 Metros Marzo 2004 409 - V Rio San Joaquín Calle Farol Calle de la Amargura N -0.10 A B C D 1 2 3 5 6 8 9 7 4 N - 0.10 N -0.10 COLINDANCIA 0.05 COLINDANCIA 0.05 PLANTA BAJA N - 0.10 N - 0.10 N - 0.10 N - 0.10 N - 0.10 CISTERNA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N -0.10 A B C D N - 0.10 N -0.10 COLINDANCIA 0.05 COLINDANCIA 0.05 PLANTA BAJA N - 0.10 N - 0.10 N - 0.10 N - 0.10 N - 0.10 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 Z - 1 Z - 1 Z - 1 5 5 5 5 A A Propietario: Ubicación: Escala: Acotaciones: Fecha: Grupo: Obra: Plano: CASA HABITACION EXCAVACION CIMENTACION DE ZAPATAS CORRIDAS Calle de la Amargura No. 14 Colonia Palo Solo Huixquilican Edo. de Mexico 1 : 50 Metros Mayo 2004 409 - V Rio San Joaquín Calle Farol Calle de la Amargura 6 \U+2205 # 4 \U+2205 # 2 @ 20 6 \U+2205 # 3 \U+2205 # 3 @ 20 6 \U+2205 # 4 \U+2205 # 2 @ 20 6 \U+2205 # 3 \U+2205 # 3 @ 20 6 \U+2205 # 4 \U+2205 # 2 @ 20 4 \U+2205 # 3 \U+2205 # 3 @ 20 0.70 0.80 0.10 0.10 0.70 0.80 0.10 0.50 0.60 LONGITUDINAL TRANSVERSAL LONGITUDINAL TRANSVERSAL ARMADO CONTRATRABE ARMADO ZAPATA PERALTE BASE ALTURA Z - 3 Z - 2 Z - 1 ZAPATA \A1;0.10 4 3 CORTE A - A Z - 3 ZAPATA UN ESCARPIO Z - 2 ZAPATA DOS ESCARPIOS Z - 1 ZAPATA DE COLINDANCIA \U+2205 6 # 3 @ 30 \U+2205 # 3 @ 24 \U+2205 \U+2205 \U+2205 # 4 @ 30 # 3 @ 20 # 3 @ 40 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.80 \A1;0.15 \A1;0.70 \A1;0.05 \A1;0.10 \A1;0.80 \A1;0.10 Terreno natural Plantilla de concreto simple f´c= 100 kg/cm Terreno natural Plantilla de concreto simple f´c= 100 kg/cm Firme de concreto f´c = 250 kg/cm Firme de concreto f´c = 250 kg/cm Terreno natural Plantilla de concreto simple f´c= 100 kg/cm Firme de concreto f´c = 250 kg/cm Terreno natural Plantilla de concreto simple f´c= 100 kg/cm Firme de concreto f´c = 250 kg/cm 0.15 0.10 0.10 0.05 0.50 0.60 Z - 1 Z - 1 Z - 1 Z - 2 Z - 2 Z - 2 Z - 2 Z - 2 Z - 2 Z - 2 Z - 2 Z - 2 Z - 1 Z - 2 Z - 2 Z - 3 Z - 3 Z - 3 Z - 3 Z - 3 5 ESPECIFICACIONES: Trabe de concreto armado Dala de concreto armado con 4ø#3 est. Ø#2 @20cm sección 15x20 Castillo de concreto armado con 4ø#3 est. Ø#2 @ 20cm sección 15x15 Resistencia del terreno 6000kg/m2 Resistencia del concreto 250kg /m2 con agregado máximo de 19mm Los castillos se anclaran hasta las parrillas de las zapatas En cepas relleno relleno de tierra producto de excavación en cepas de 15cm compactadas y con grado de humedad optima. Se colocaran plantilla de concreto o pedacería de tabique con mortero de 5cm Recubrimiento (r) libre en zapatas, dalas, castillos, contra trabes y trabes de liga de 15cm. Longitud de traslapes 40ø escuadras 12 cm con ganchos dobles de 40cm SECCIÓN CASTILLO 4 \U+2205 # 3 \U+2205 # 2 @ 15 cm \A1;0.15 \A1;0.15 \A1;0.70 5 A B C D 2 3 5 6 8 7 4 A B C D LOSA PLANTA BAJA LOSA PLANTA ALTA Propietario: Ubicación: Escala: Acotaciones: Fecha: Grupo: Obra: Plano: CASA HABITACION ARQUITECTONICO Calle de la Amargura No. 14 Colonia Palo Solo Huixquilican Edo. de Mexico 1 : 50 Metros Marzo 2004 409 - V Rio San Joaquín Calle Farol Calle de la Amargura CISTERNA 5 5 VACIO 2 3 5 6 8 4 ø#3 @ 24 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 24 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 ø#3 @ 30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TRABE 1 TRABE 1 TRABE 1 TRABE 1 TRABE 2 TRABE 2 TRABE 2 TRABE 3 TRABE 3 TRABE 4 TRABE 5 TRABE 5 TRABE 6 TRABE 1 5 5 2 3 5 4 8 2 3 6 4 B C D TRABE 2 B C TRABE 3 TRABE 4 B A TRABE 5 2 3 5 6 8 4 TRABE 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TRABE DE CONCRETO ARMADO CERRAMIENTO Castillo de concreto armado con 4ø#3 est. Ø#2 @ 20cm sección 15x15 ESTRIBOS ø #2 @ 15 ESTRIBOS ø #2 @ 15 2 ø # 3 2 ø # 4 2 ø # 3 ESTRIBOS ø #2 @ 15 2 ø # 3 2 ø # 4 2 ø # 3 ESTRIBOS ø #2 @ 15 2 ø # 3 ESTRIBOS ø #2 @ 15 ESTRIBOS ø #2 @ 15 2 ø # 3 2 ø # 4 2 ø # 3 ESTRIBOS ø #2 @ 15 ESTRIBOS ø #2 @ 15 2 ø # 3 2 ø # 3 2 ø # 3 2 ø # 4 2 ø # 3 2 ø # 3 2 ø # 4 2 ø # 3 ESTRIBOS ø #2 @ 15 ESTRIBOS ø #2 @ 15 ESTRIBOS ø #2 @ 15 ESTRIBOS ø #2 @ 15 2 ø # 3 2 ø # 4 2 ø # 3 2 ø # 4 2 ø # 3 2 ø # 3 2 ø # 3 Jesus Escalera Garcìa Jesus Escalera Garcìa Jesus Escalera Garcìa

Language	Spanish
Drawing Type	Section
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	assorted, autocad, details, duplex, DWG, elevations, plants, section, sections