Plans Structure Housing Seismo Resistent DWG Plan for AutoCAD

STRUCTURAL HOUSE 2 LEVELS 2ARMED WITH SHOES TYPE CASTLE SLAB TYPE

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

rods not., lock cms with, do not. cm., canes not. cm, poor, concrete template, concrete, stirrup rods, zc track racing, rods not., lock cms with, do not. cm., canes not. cm, poor, concrete template, concrete, stirrup rods, zk, rods in any length, stirrups, concrete, castle, rods in any length, stirrups, concrete, castle, guardhouse, permeable green areas, drawers for visitors, join, fes acatlán, Location, graphic scale:, dimensions:, scale:, meters, architectural projects, student: catarino cabrera jose sebastian, foundation, house room, draft:, architecture, join, fes acatlán, Location, graphic scale:, dimensions:, scale:, meters, architectural projects, student: catarino cabrera jose sebastian, mezzanine slab, house room, draft:, architecture, guardhouse, permeable green areas, drawers for visitors, terrace, join, fes acatlán, Location, graphic scale:, dimensions:, scale:, meters, architectural projects, student: catarino cabrera jose sebastian, roof tile, house room, draft:, architecture, guardhouse, permeable green areas, drawers for visitors, terrace, from the rest ends, straight rods, from the rest ends, straight rods, common chain in mezzanine, common chain on roof, rods, solid concrete slab reinforced with arm thickness with rod in both directions., from the rest ends, straight rods, from the rest ends, straight rods, common chain in mezzanine, common chain on roof, rods, solid concrete slab reinforced with arm thickness with rod in both directions., rods in any length, stirrups, concrete, alloy chain, chain, adjoining shoe, running shoe, block wall, detail of anchorage in foundation to give continuity in the unevennesses, alloy chain

Raw text data extracted from CAD file:

0.20 0.20 0.40 6.65 3.48 1.44 2.6 1.44 6.65 5.2 5.48 2.3 5.14 3.55 2.95 4.23 0.62 3.73 3.1 2.35 2.32 3.25 6 0.20 0.20 0.40 0.15 0.15 6.65 5.2 5.48 5.14 2.95 6.65 3.48 1.71 1.44 2.6 1.44 2.3 3.55 4.36 0.62 3.73 3.1 2.35 2.32 3.25 6 5.29 3.76 1.61 1.58 3.22 3.2 3.96 10.21 7.16 17.32 2.15 1.2 4.02 1.68 1.95 2.95 4.27 1.88 4.69 1.15 3.96 5.41 6.15 9.8 3.35 15.89 21.37 21.37 2.13 1.42 1.42 0.15 6 varillas No. 3 0.20 trabe de 20x60 cms con No. 2 @25 cm. bastones No. 4 @25 cm f'c=100 kg/cm2 pobre t=0.05 m plantilla de concreto Concreto f'c= 200 kg/cm2 0.20 0.40 8 varillas No.3 y estribos ZAPATA CORRIDA zc 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G 1 2 4 6 8 9 10 1 3 4 7 9 10 5 1' 3 varillas No. 3 0.20 trabe de 20x60 cms con No. 2 @25 cm. bastones No. 4 @25 cm f'c=100 kg/cm2 pobre t=0.05 m plantilla de concreto Concreto f'c= 200 kg/cm2 0.20 0.40 8 varillas No.3 y estribos 1.00 ZAPATA DE COLINDANCIA zk zc zc zc zc zc zc zc zc zc zc zc zk zk zk zk zk zk zk zk zc 4 varillas #3 en toda longitud estribos #2 @ 0.20cms. concreto f'c=200kg/cm2 0.15 castillo (K-1) 0.20 6 varillas #3 en toda longitud estribos #2 @ 0.20cms. concreto f'c=200kg/cm2 0.30 0.15 castillo (K-2) K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 caseta de vigilancia acceso/salida áreas verdes y permeables cajones para visitantes GYM-SPA UNAM FES ACATLÁN UBICACION E-1 ESCALA GRAFICA: 0 1.00 2.00 4.00 8.00 ACOTACIONES: ESCALA: METROS 1/100 PROYECTOS ARQUITECTONICOS I ALUMNO: CATARINO CABRERA JOSE SEBASTIAN cimentacion CASA HABITACION PROYECTO: ARQUITECTURA UNAM FES ACATLÁN UBICACION E-2 ESCALA GRAFICA: 0 1.00 2.00 4.00 8.00 ACOTACIONES: ESCALA: METROS 1/100 PROYECTOS ARQUITECTONICOS I ALUMNO: CATARINO CABRERA JOSE SEBASTIAN LOSA DE ENTREPISO CASA HABITACION PROYECTO: ARQUITECTURA caseta de vigilancia acceso/salida áreas verdes y permeables cajones para visitantes GYM-SPA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G 1 2 4 6 8 9 1 3 4 7 9 10 5 1' K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 zk K-2 K-2 K-2 K-2 K-2 K-2 K-2 TRABE-1 K-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G 5 5 5 5 5 5 1 2 3 6 7 9 10 12 13 1 2 4 5 8 9' 11 13 5 TERRAZA UNAM FES ACATLÁN UBICACION E-3 ESCALA GRAFICA: 0 1.00 2.00 4.00 8.00 ACOTACIONES: ESCALA: METROS 1/100 PROYECTOS ARQUITECTONICOS I ALUMNO: CATARINO CABRERA JOSE SEBASTIAN LOSA DE AZOTEA CASA HABITACION PROYECTO: ARQUITECTURA caseta de vigilancia acceso/salida áreas verdes y permeables cajones para visitantes GYM-SPA TERRAZA K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-1 K-1 K-1 K-1 K-1 K-1 0.15 0.25 \A1;ESTRIBOS DE 1/4" EN EXTREMOS 5@5cm EL RESTO @25cm \A1;2 varillas de 1/2" rectas \A1;2bastones de 1/2" TRABE-2 0.25 0.40 \A1;ESTRIBOS DE 1/4" EN EXTREMOS 5@5cm EL RESTO @20cm \A1;2 varillas de 1/2" rectas \A1;2bastones de 1/2" \A1;2varillas de 3/8" cadena comun en entrepiso (CC) 0.15 0.20 0.15 0.20 cadena comun en azotea (CC) 6 varillas 3/8" @20cm 6 varillas 3/8" @20cm losa maciza de concreto armado con espesor de 10cm. armada con varilla de 3/8" @ 15cm en ambos sentidos. TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 c-c c-c c-c c-c c-c TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-1 0.15 0.25 \A1;ESTRIBOS DE 1/4" EN EXTREMOS 5@5cm EL RESTO @25cm \A1;2 varillas de 1/2" rectas \A1;2bastones de 1/2" TRABE-2 0.25 0.40 \A1;ESTRIBOS DE 1/4" EN EXTREMOS 5@5cm EL RESTO @20cm \A1;2 varillas de 1/2" rectas \A1;2bastones de 1/2" \A1;2varillas de 3/8" cadena comun en entrepiso (CC) 0.15 0.20 0.15 0.20 cadena comun en azotea (CC) 6 varillas 3/8" @20cm 6 varillas 3/8" @20cm losa maciza de concreto armado con espesor de 10cm. armada con varilla de 3/8" @ 15cm en ambos sentidos. TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 TRABE-2 c-c c-c c-c c-c c-c c-c c-c c-c TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 TRABE-1 10 5 zc 5 N.P.T.+O.50 N.P.T.+0.00 N.P.T.+0.59 N.P.T.+0.59 N.P.T.+1.59 N.P.T.1.69 N.P.T.+0.59 N.P.T.+1.59 N.P.T.+1.59 N.P.T.+1.59 N.P.T.+1.59 N.P.T.+1.59 6 varillas #3 en toda longitud estribos #2 @ 0.20cms. concreto f'c=200kg/cm2 0.20 0.15 cadena de liga cadena zapata de colindancia zapata corrida muro de block detalle de anclaje en cimentacion para dar continuidad en los desniveles cadena de liga cadena de liga

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, castle, DWG, erdbebensicher strukturen, house, Housing, levels, plan, plans, resistent, seismic structures, shoes, slab, structural, structure, strukturen, type

DWG_Blocks

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