House 6×10 – Architecture And Structure DWG Plan for AutoCAD

House 6×10 – Architecture And Structure DWG Plan for AutoCAD

Structure Plan and Affordable Housing Architecture Detached two levels of 6×10; account on the first floor room, dining room, bathroom, kitchen and a small courtyard and staircase to the second level; on the second floor you have, the parents room with private bathroom and two bedrooms for the children to swim in the foyer, both bathrooms are complete. The structures are part of, foundation plan, the plane of the lighter of the two plants, and necessary details of both planes.

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

technical specifications, anchor detail of columns of mooring of cimeinto corrido, density of walls:, faculty of, architecture and urbanism, typical section of, of temperature, project:, specification:, date:, plants, economic housing, scale:, university, national, federico, villarreal, course:, professors:, subject:, student:, structures iii, ing. oviedo, confined masonry, salvador count j. alan, first floor, living room, dining room, terrace, second floor, kitchen, bedroom, main, court and elevation, density of walls, elevation, cut a – a, foundations, foundation plans, expansion board, flooring, or beam, d of column, in columns and beams, detail of bending of abutments, columns, abutments, indicated, indicated, table of columns, dimensions, armors, detail of cut of foundation, of beams and columns, ceiling lightened, lightened first floor, lightened Second floor, additional, column and beam terminal detail, beam meeting detail, beam terminal, typical lightened section, longitudinal section of typical beams, staircase, foundation, slab, solid

Raw text data extracted from CAD file:

CONCRETO CICLOPEO: \W3.07692; CIMIENTOS:Cemento - Hormigon 1:10 + 30 %de PG de 6" maximo \W3.07692; SOBRECIMIENTOS: Cemento - Hormigon 1:8 + 25 %de PM de 3" maximo RESISTENCIA: \W3.07692; RESISTENCIA DEL TERRENO: 4 kG/cm² CONCRETO ARMADO: \W3.07692; f 'c = 210 kg/cm² \W3.07692; fy = 4200 kg/cm² SOBRECARGAS: \W3.07692; TECHOS: 200 kG/m² \W3.07692; AZOTEA: 100 kG/m² ALBAÑILERIA: \W3.07692; f'm = 65 Kg/cm2 MORTERO: \W3.07692; CEMENTO, ARENA 1:4 LADRILLO: \W3.07692; f'b = 145 Kg/cm2 PARAMETROS PARA LA DETERMINACION DE LA FUERZA SISMICA \W3.07692; Z= 0.4 \W3.07692; U = 1.0 \W3.07692; S = 1.0 \W3.07692; C = 2.5 \W3.07692; R = 3.0 MAX DESPLAZAMIENTO \W3.07692; EN EL SENTIDO X : 1 CM MAX DESPLAZAMIENTO ENTRE PISO \W3.07692; EN EL SENTIDO X : 0.00377 < 0.005 SEGUN RNE ESPECIFICACIONES TECNICAS DETALLE DE ANCLAJE DE COLUMNAS DE AMARRE DE CIMEINTO CORRIDO ESCALA 1/25 DENSIDAD DE MUROS: * EN X (MUROS DE SOGA 15 CM) X= 120 + 120 + 230 + 230 + 280 + 120 + 3.35 * EN Y (MUROS DE SOGA 15 CM) Y = 780 + 885 + 215 60 X 2 (PISOS) 60 X 2 (PISOS) = 15.67 cm/m2 Facultad de Arquitectura y Urbanismo 5 5 6 1 S/C= 200 Kg /m2 \A1;.30 \A1;.10 \A1;.10 \A1;.05 \A1;.20 \A1;.10 \A1;.15 \A1;.30 -80.60421096921408 SECCION TIPICA DE d1/4"@.25 DE TEMPERATURA -80.60421096921408 ESCALA:1/10 -80.60421096921408 -80.60421096921408 -80.60421096921408 -80.60421096921408 -80.60421096921408 -80.60421096921408 ALIGERADO(h=.20) \A1;.30 \A1;.10 \A1;.10 \A1;.05 \A1;.20 \A1;.10 \A1;.15 \A1;.30 -80.2588559119677 SECCION TIPICA DE d1/4"@.25 DE TEMPERATURA -80.2588559119677 ESCALA:1/10 -80.2588559119677 -80.2588559119677 -80.2588559119677 -80.2588559119677 -80.2588559119677 -80.2588559119677 ALIGERADO(h=.20) C 1Ø1/2" 1Ø1/2" .15 3.30 .15 2.25 .15 .15 1.82 .15 3.20 .15 2.00 .15 1.20 .15 .82 .15 .15 .82 .15 .15 1.82 .15 3.20 .15 3.35 .03 .03 .03 .03 .15 2.15 .15 1.00 .15 2.25 .15 3.525 2.475 2.075 3.35 3.50 1.075 2.075 3.35 3.50 1.075 3.525 2.475 10.00 6.00 3.525 2.475 3.35 3.50 1.075 2.075 3.35 3.50 1.075 3.525 2.475 10.00 6.00 .15 2.15 .15 2.25 .15 2.075 .15 3.30 .15 2.25 .15 1.00 .15 2.20 .15 1.00 .15 3.20 .15 2.00 2.00 3.35 .15 2.00 .15 1.20 .15 1.00 .15 1.00 .15 2.30 .25 1.95 .25 .55 .92 1.53 .25 2.50 .25 5.45 5.45 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.10 \A1;.10 \A1;.05 \A1;.20 \A1;.10 \A1;.15 \A1;.30 45° 45° r 2 CM 0.30 0.15 0.15 0.30 .45 0.15 0.15 0.15 .15 .30 0.30 0.30 0.30 0.30 .30 .30 0.15 0.15 0.15 3.525 2.475 2.075 3.35 3.50 1.075 3.525 2.475 3.35 3.50 1.075 2.075 4 4 1 1 1 \A1;.15 1 1 1 1 3.525 2.475 2.075 3.35 3.50 1.075 3.525 2.475 3.35 3.50 1.075 2.075 VS (.15x.20) VA (.15x.20) .03 VA (.15x.20) .65 .65 .65 .65 .60 .65 .65 .60 .60 .65 .65 .60 .60 .65 .65 .60 3 2.475 3.525 2.475 2.075 3.35 3.50 1.075 3.525 2.475 3.35 3.50 1.075 2.075 .60 .65 .65 .60 .65 .65 .60 .60 .65 .65 .60 .60 .65 .65 .60 2.475 .60 .60 .60 .60 .60 VCH (.15x.20) 1.20 1.35 1.20 2.55 2.55 2.55 1.50 4 7.00 2.45 7.00 1.15 1.15 Proyecto : Especificacion : Fecha : PLANTAS VIVIENDA ECONOMICA 2 / JUNY / 2010 Escala : 1 /50 UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Curso : Profesores : Tema: Alumno : ESTRUTURAS III Ing. OVIEDO ALBAÑILERIA CONFINADA SALVADOR CONDE J. ALAN A-1 Facultad de Arquitectura y Urbanismo PRIMERA PLANTA ESCALA 1/50 1 2 3 4 5 6 7 ESTAR NPT + 0.15 COMEDOR TERRAZA NPT + 0.15 1 2 3 4 5 6 7 9 11 8 10 12 13 14 0.1500000000001194 3.299999999999898 0.1500000000000057 2.250000000000085 0.1500000000000057 0.1499999999999773 1.820000000000022 0.1500000000000057 3.200000000000017 0.1499999999999773 2.000000000000028 0.1500000000000057 1.199999999999989 0.1500000000000057 0.8199999999999932 0.1500000000000057 0.1500000000000057 0.8199999999999932 0.1500000000000057 0.1499999999999773 1.820000000000022 0.1500000000000057 3.200000000000017 0.1500000000000057 3.349999999999994 0.0300000000000011 0.0300000000000011 0.0300000000000011 0.0300000000000011 NPT + 0.30 SEGUNDA PLANTA ESCALA 1/50 0.1500000000000341 2.150000000000034 0.1500000000000057 1.0 0.1500000000000057 2.249999999999886 0.1500000000000341 3.525000000000034 2.47500000000008 2.074999999999989 3.349999999999994 3.5 1.075000000000017 2.074999999999989 3.349999999999994 3.5 1.075000000000017 3.525000000000034 2.47500000000008 10.0 6.000000000000114 3.525000000000034 2.47500000000008 3.349999999999994 3.5 1.075000000000017 2.074999999999989 3.349999999999994 3.5 1.075000000000017 3.525000000000034 2.47500000000008 10.00000000000003 6.000000000000114 0.1499999999999773 2.150000000000091 0.1500000000000057 2.250000000000256 0.1499999999996646 2.074999999999989 0.1500000000000341 3.299999999999983 0.1499999999999773 2.25 0.1500000000001194 1.0 0.1500000000000057 2.199999999999932 0.1500000000000057 1.000000000000057 0.1500000000000057 3.199999999999989 0.1500000000000057 2.0 COCINA NPT + 0.30 1.999999999999972 3.350000000000023 0.1499999999999773 2.000000000000028 0.1500000000000057 1.199999999999989 0.1500000000000057 1.0 0.1500000000000057 0.9999999999999716 DORMITORIO NPT + 2.70 PRINCIPAL Proyecto : Especificacion : Fecha : CORTE Y ELEVACION VIVIENDA ECONOMICA 2 / JUNY / 2010 Escala : 1 /50 UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Curso : Profesores : Tema: ESTRUTURAS III Ing. OVIEDO ALBAÑILERIA CONFINADA A-2 Facultad de Arquitectura y Urbanismo NIVEL ± 0.00 NIVEL + 0.30 NIVEL + 2.70 NIVEL + 5.60 ESCALA 1/50 * EN X (MUROS DE SOGA 15 CM) X= 2(120) + 1(135) + 3(2.55) + 450 X= 2 (1) + 1 (2) + 3 (3) + (4) 43.30 X 2 (PISOS) 43.30 X 2 (PISOS) =14.90 cm/m2 DENSIDAD DE MUROS * EN X (MUROS DE SOGA 15 CM) X= 700 + 245 + 700 + 2(115) X= (5+6) + (7) + (8+9+10) +2 (11) 43.30 X 2 (PISOS) 43.30 X 2 (PISOS) =21.65 cm/m2 ELEVACION ESCALA 1/50 3 4 5 6 A A NPT + 2.70 NPT + 0.15 NPT + 2.70 0.1499999999999773 2.299999999999983 0.25 1.950000000000017 0.25 0.5500000000000114 0.9200000000000443 1.529999999999944 0.25 2.500000000000028 0.25 5.449999999999989 5.449999999999989 CORTE A - A ESCALA 1/50 A A Proyecto : Especificacion : Fecha : CIMENTACIONES VIVIENDA ECONOMICA 2 / JUNY / 2010 Escala : 1 /50 UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Curso : Profesores : Tema: ESTRUTURAS III Ing. OVIEDO ALBAÑILERIA CONFINADA E-1 Facultad de Arquitectura y Urbanismo PLANOS DE CIMENTACION .20 .10 .20 1.00 0.50 5 NFP +0.25 NTN ±0.00 JUNTA DE DILATACION SISMICA 3Cm. NFC -1.05 .15 .35 1.00 5 NFP +0.10 NTN ±0.00 JUNTA DE DILATACION SISMICA 3Cm. NFC -1.05 SOLADO 0.50 SOLADO .20 .10 .20 1.00 5 NFC -1.05 0.60 NFP +0.25 NFP +0.25 SOLADO CORTE 3 - 3 CORTE 1 - 1 CORTE 2 - 2 CONCRETO CICLOPEO: CIMIENTOS Cemento - Hormigon 1:10 + 30 %de PG de 6" max SOBRECIMIENTO Cemento - Hormigon 1:8 + 25 %de PM de 3" max RESISTENCIA: \W3.07692; DISTRITO: CERCADO DE LIMA \W3.07692; RESISTENCIA DEL TERRENO: 4 kG/cm² CONCRETO ARMADO: \W3.07692; f 'c = 210 kg/cm² \W3.07692; fy = 4200 kg/cm² SOBRECARGAS: \W3.07692; TECHOS: 200 kG/m² \W3.07692; AZOTEA: 100 kG/m² ALBAÑILERIA: \W3.07692; f'm = 65 Kg/cm2 MORTERO: \W3.07692; CEMENTO, ARENA 1:4 LADRILLO: \W3.07692; f'b = 145 Kg/cm2 PARAMETROS PARA LA DETERMINACION DE LA FUERZA SISMICA \W3.07692; Z= 0.4 \W3.07692; U = 1.0 \W3.07692; S = 1.0 \W3.07692; C = 2.5 \W3.07692; R = 3.0 MAX DESPLAZAMIENTO \W3.07692; EN EL SENTIDO X : 1 CM MAX DESPLAZAMIENTO ENTRE PISO \W3.07692; EN EL SENTIDO X : 0.00377 < 0.005 SEGUN RNE ESPECIFICACIONES TECNICAS 45° \A1;a 45° r 2cm 1/4" d r 5 a 8cm O VIGA d DE COLUMNA EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 2 CM COLUMNAS ESTRIBOS Rto. @0.15 c/e. 1@0.05, 5@0.10 y 10d1/2" .15x.30 4d1/2" INDICADAS 7d1/2" Rto. @0.15 c/e. 1@0.05, 5@0.10 y d1/4" Rto. @0.15 c/e. 1@0.05, 5@0.10 y d1/4" 5 5 5 5 5 5 5 5 INDICADA d1/4" 5 5 CUADRO DE COLUMNAS C1 C2 C3 DIMENSIONES ARMADURAS DETALLE DE CORTE DE CIMIENTO ESCALA 1/50 ESCALA 1/25 DETALLE DE DOBLADO DE ESTRIBOS DE VIGAS Y COLUMNAS Proyecto : Especificacion : Fecha : TECHO ALIGERADO VIVIENDA ECONOMICA 2 / JUNY / 2010 Escala : 1 /50 UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Curso : Profesores : Tema: ESTRUTURAS III Ing. OVIEDO ALBAÑILERIA CONFINADA E-2 Facultad de Arquitectura y Urbanismo ALIGERADO PRIMERA PLANTA ESCALA 1/50 S/C= 200 Kg /m2 ALIGERADO SEGUNDA PLANTA ESCALA 1/50 S/C= 200 Kg /m2 ADICIONALES .05 5@0.10 RESTO S/C 5 5 DETALLE TERMINAL DE COLUMNA Y VIGA ESCALA 1/25 3/8" 0.25 1/2" 0.30 5/8" 0.50 "T" "L" 5 5 5 5 X d DETALLE DE ENCUENTRO DE VIGAS ESCALA 1/25 4d1/2" d1/4": 1@0.05 r@0.15 c/e. 5@0.10 .20 5 VS (,15x.20) 4d1/2" d1/4": 1@0.05 r@0.15 c/e. 5@0.10 5 .20 VA (,15x.20) 4d1/2" d1/4": 1@0.05 r@0.15 c/e. 5@0.10 VCH (,15x.20) 5 .20 5@.10 .05 R @ S/C \A1;d 1/4" ( TIPICO) .15 TERMINAL DE VIGA ESCALA 1/25 .30 SECCION TIPICA DE ALIGERADO d1/4"@.25 DE TEMPERATURA .10 .10 .05 .20 .10 .15 .30 5@.10 .05 R @ S/C \A1;d 1/4" ( TIPICO) 5@.10 .05 \A1;d 1/4" ( TIPICO) 5@.10 .05 \A1;d 1/4" ( TIPICO) SECCION LONGITUDINAL DE VIGAS TIPICAS R @ S/C ESCALA 1/25 ESCALA 1/10 1 3.525000000000034 2.47500000000008 2.074999999999989 3.349999999999994 3.5 1.075000000000017 3.525000000000034 2.47500000000008 NPT ± 0.15 NPT ± 0.15 NPT + 0.15 NPT + 0.30 NPT + 0.15 NPT + 0.30 NPT + 0.15 3.349999999999994 3.5 1.075000000000017 2.074999999999989 1 1 1 1 3 3 1 1 2 2 2 2 2 2 2 2 .20 .10 .20 1.00 0.60 NFC -1.05 SOLADO CORTE 4 - 4 5 NFP +0.25 NFP +0.10 2 2 NPT + 0.15 2 2 2 2 2 2 2 2 .20 .30 1.00 0.60 NFC -1.05 SOLADO CORTE 5 - 5 NFP +0.10 NFP +0.10 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 NPT + 0.15 NPT + 0.15 3.525000000000034 2.47500000000008 2.074999999999989 3.349999999999994 3.5 1.075000000000017 3.525000000000034 2.47500000000008 3.349999999999994 3.5 1.075000000000017 2.074999999999989 VS (.15x.20) VS (.15x.20) VS (.15x.20) VS (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VCH (.15x.20) VCH(.15x.20) VCH(.15x.20) 0.0300000000000011 VS (.15x.20) VA (.15x.20) VCH(.15x.20) 1Ø3/8" 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 5 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 5 5 1Ø3/8" 5 1Ø3/8" 5 1Ø3/8" 5 VS (.15x.20) 5 1Ø3/8" 5 5 5 5 1Ø3/8" 5 5 5 2 3 4 2.47500000000008 DORMITORIO 1 NPT + 2.70 DORMITORIO 2 NPT + 2.70 1 3.524999999999977 2.475000000000136 2.074999999999989 3.349999999999994 3.5 1.075000000000017 3.524999999999977 2.475000000000136 3.349999999999994 3.5 1.075000000000017 2.074999999999989 VS (.15x.20) VS (.15x.20) VS (.15x.20) VS (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) VCH (.15x.20) VS (.15x.20) VA (.15x.20) VCH (.15x.20) 1Ø1/2" 1Ø3/8" 5 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 5 5 1Ø3/8" 5 1Ø3/8" 5 1Ø3/8" 5 VS (.15x.20) VA (.15x.20) 5 1Ø3/8" 5 5 5 5 1Ø3/8" 5 5 5 2 7 4 2.475000000000136 5 1Ø3/8" 5 5 VA (.15x.20) VCH (.15x.20) 5 6 5 1Ø3/8" 5 1Ø3/8" VCH (.15x.20) 5 1Ø3/8" 5 VCH(.15x.20) VCH(.15x.20) VCH (.15x.20) 1Ø1/2" 1Ø1/2" VA (.15x.20) VA (.15x.20) VA (.15x.20) VA (.15x.20) 1Ø1/2" 1Ø1/2" VCH (.15x.20) VA (.15x.20) VCH(.15x.20) ESCALERA CIMIENTO DE JUNTA DE DILATACION SISMICA 3Cm. JUNTA DE DILATACION SISMICA 3Cm. JUNTA DE DILATACION SISMICA 3Cm. JUNTA DE DILATACION SISMICA 3Cm. LOSA MACIZA LOSA MACIZA LOSA MACIZA 1 2 1 1.200000000000159 1.350000000000193 1.199999999999989 2.549999999999898 2.550000000000182 2.549999999999898 1.5 3 3 3 4 5 8 7 9 10 6 6.999999999999972 2.449999999999989 7.000000000000028 1.150000000000006 11 1.150000000000006 11 Alumno : SALVADOR CONDE J. ALAN Alumno : SALVADOR CONDE J. ALAN Alumno : SALVADOR CONDE J. ALAN

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	account, affordable, apartamento, apartment, appartement, architecture, aufenthalt, autocad, casa, chalet, detached, dwelling unit, DWG, floor, haus, house, Housing, levels, logement, maison, plan, residên, residence, room, structure, unidade de moradia, villa, wohnung, wohnung einheit