Apartments – Structure DWG Block for AutoCAD

Plane of structure Apartments building – Plants

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

draft, Apartment building, Location, scale, date, sheet, members, December, edith, milton, joel, structures ii, Miraflores Lima, chair, flat plate distribution, sleep, kitchen, living room, total area, free area, roofed area, elevator, sum of shaft plates, length of shaft plates, location: am, shoe foundation, draft, Apartment building, Location, scale, date, sheet, members:, December, structures ii, Miraflores Lima, chair:, shoe foundation, sum of shaft plates, group, amd, flat, dimensions, kind, shoe box, Technical specifications, concrete shoes, reinforced concrete:, concrete beams, resistance, steel, Semi-base overload:, flat roof, ceiling, concrete plates, ground resistance, draft, Apartment building, Location, scale, date, sheet, members:, December, structures ii, Miraflores Lima, chair:, plane of distribution of plates, group, amd, flat, sleep, kitchen, living room, elevator, total area, free area, roofed area, sum of shaft plates, architecture, draft, Apartment building, Location, scale, date, sheet, members:, December, structures ii, Miraflores Lima, chair:, plane of distribution of plates, group, amd, flat, dimensions, kind, plate box, distribub plates, sleep, kitchen, living room, elevator, total area, free area, roofed area, slongitud of plates axis, length of shaft plates, dimensions, kind, plate box, parking lot, axis of symmetry, total area, shoe box, area, free area, roofed area

Raw text data extracted from CAD file:

40 \A1;6.75 \A1;6.50 \A1;6.75 \A1;6.75 \A1;6.50 \A1;6.75 \A1;10.35 \A1;7.33 \A1;7.33 \A1;7.33 \A1;10.35 \A1;7.33 \A1;6.50 \A1;6.75 \A1;6.50 \A1;6.75 \A1;6.75 \A1;6.75 \A1;6.75 \A1;6.75 \A1;10.35 \A1;7.33 \A1;7.33 \A1;7.33 \A1;10.35 \A1;7.33 \A1;6.75 \A1;6.50 \A1;6.50 \A1;6.75 \A1;6.50 \A1;6.75 \A1;6.50 \A1;6.75 40 \A1;6.75 \A1;6.75 \A1;10.35 \A1;7.33 \A1;7.33 \A1;7.33 \A1;10.35 \A1;7.33 \A1;2.15 \A1;1.40 \A1;6.50 \A1;6.75 \A1;6.50 \A1;6.75 40 \A1;6.75 \A1;6.75 \A1;10.37 \A1;7.33 \A1;7.33 \A1;7.33 \A1;10.35 \A1;7.33 \A1;1.20 \A1;1.95 \A1;1.40 \A1;.60 \A1;.60 \A1;.20 \A1;.20 \A1;1.60 \A1;1.40 \A1;.20 \A1;.20 \A1;.88 \A1;1.07 \A1;1.60 \A1;1.80 \A1;.20 \A1;.20 \A1;3.13 \A1;3.32 \A1;2.70 \A1;3.05 \A1;.20 \A1;2.15 \A1;1.40 \A1;1.20 \A1;1.95 \A1;1.40 \A1;.60 \A1;.60 \A1;.20 \A1;.20 \A1;1.60 \A1;1.40 \A1;.20 \A1;.20 \A1;.88 \A1;1.07 \A1;1.60 \A1;1.80 \A1;.20 \A1;.20 \A1;3.13 \A1;3.32 \A1;2.70 \A1;3.05 \A1;.20 \A1;3.10 \A1;1.58 \A1;4.15 \A1;3.10 \A1;1.00 \A1;3.15 \A1;5.13 \A1;5.40 \A1;4.80 \A1;4.20 \A1;1.00 \A1;5.87 \A1;.79 \A1;8.66 \A1;4.22 \A1;4.22 \A1;1.00 0 5 1 2 5 5 5 5 5 5 x y 3 4 5 6 7 a b c d PROYECTO EDIFICIO DE VIVIENDAS UBICACION ESCALA FECHA LAMINA INTEGRANTES 1/100 DICIEMBRE -2007 A-1 ALLCAHUAMAN, EDITH DÁVILA, MILTON MESCUA, JOEL ESTRUCTURAS 3 – 2007 II MIRAFLORES – LIMA CATEDRA PLANO DE DISTRIBUCIÓN DE PLACAS DORM 2 DORM 1 DORM 3 COCINA SALA a b c d AREA TOTAL 1000 m² AREA LIBRE 198 m² AREA TECHADA 802 m² ASCENSOR 18.25 15.75 15.75 18.25 13.21 7.2 14.8 7.2 13.21 13.21 13.21 SUMA DE PLACAS EJE X = 63 m LONGITUD DE PLACAS EJE Y = 63 m 1 2 3 4 5 6 7 P1 P1 P1 P1 P2 P2 P2 P2 P4 P3 P2 P2 P2 P2 5 5 5 5 5 5 UBICACION:AM & D CIMENTACION Y ZAPATAS 0 1 2 5 5 5 5 5 5 x 3 4 5 6 7 a b c d PROYECTO EDIFICIO DE VIVIENDAS UBICACION ESCALA FECHA LAMINA INTEGRANTES: 1/100 DICIEMBRE -2007 A-1 ESTRUCTURAS 3 – 2007 II MIRAFLORES – LIMA CATEDRA: CIMENTACION Y ZAPATAS a b c d SUMA DE PLACAS EJE X = 63.00 SUMA DE PLACAS EJE Y = 63.00 P1 P1 P1 P2 P2 5 5 5 5 5 5 GRUPO : 5 5 5 5 AMD PLANO : H DIMENCIONES B Z-2 Z-1 TIPO A CUADRO DE ZAPATAS Z-3 Z-4 5 5 ESPECIFICACIONES TECNICAS CONCRETO – ZAPATAS CONCRETO ARMADO: CONCRETO – VIGAS RESISTENCIA ACERO SOBRECARGA SEMISOTANO: TECHO 1 PISO TECHO SEMI-SOTANO CONCRETO – PLACAS f´c = 175 Kg/ cm² f´c = 210 Kg/ cm² f´c = 210 Kg/ cm² f´c = 4200 Kg/ cm² 800 Kg/ m² 800 Kg/ m² RESISTENCIA DEL TERRENO 2.5Kg/ cm² y 1 2 3 4 5 6 7 PROYECTO EDIFICIO DE VIVIENDAS UBICACION ESCALA FECHA LAMINA INTEGRANTES: 1/100 DICIEMBRE -2007 A-1 ESTRUCTURAS 3 – 2007 II MIRAFLORES – LIMA CATEDRA: PLANO DE DISTRIBUCION DE PLACAS GRUPO : AMD PLANO : 0 5 1 2 5 5 5 5 5 5 x y 3 4 5 6 7 a b c d DORM 2 DORM 1 DORM 3 COCINA SALA a b c d ASCENSOR 18.25 15.75 15.75 18.25 1 2 3 4 5 6 7 P1 P1 P1 P1 P2 P2 P2 P2 P3 P5 P5 P5 P5 P6 P6 P6 P6 P7 P7 P7 P7 P7 P7 P2 P2 P2 P2 P4 P4 P4 P4 P4 P4 P4 P4 P7 P7 5 5 5 5 5 5 AREA TOTAL 1000 m² AREA LIBRE 198 m² AREA TECHADA 802 m² SUMA DE PLACAS EJE X = 94.4 SUMA DE PLACAS EJE Y = 94.24 ARQUITECTURA P1 P1 P1 P1 P2 P2 P2 P2 P3 P3 P3 P3 P3 P3 P3 P4 P4 P4 P2 P3 P4 5 5 PROYECTO EDIFICIO DE VIVIENDAS UBICACION ESCALA FECHA LAMINA INTEGRANTES: 1/100 DICIEMBRE -2007 A-1 ESTRUCTURAS 3 – 2007 II MIRAFLORES – LIMA CATEDRA: PLANO DE DISTRIBUCION DE PLACAS GRUPO : AMD PLANO : DIMENCIONES P-1 TIPO CUADRO DE PLACAS P-2 P-3 P-4 DISTRIBUB PLACAS 0 5 1 2 5 5 5 5 5 5 x y 3 4 5 6 7 a b c d DORM 2 DORM 1 DORM 3 COCINA SALA a b c d ASCENSOR 1 2 3 4 5 6 7 P1 P1 P1 P1 P2 P2 P2 P2 P4 P3 P2 P2 P2 P2 5 5 5 5 5 5 P1 P1 P1 P1 P2 P2 P2 P2 P3 P3 P3 P3 P3 P3 P3 P4 P4 P4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA TOTAL 1000 m² AREA LIBRE 198 m² AREA TECHADA 802 m² SLONGITUD DE PLACAS EJE X = 63 m LONGITUD DE PLACAS EJE Y = 63 m 5 P1 P1 P1 P1 P2 P2 P2 P2 P4 P3 P2 P2 P2 P2 P1 P1 P1 P1 P2 P2 P2 P2 P3 P3 P3 P3 P3 P3 P3 P4 P4 P1 Z-1 .60 .60 .60 .60 3.10 3.10 4.15 4.15 5.40 5.40 4.20 8.70 Z-2 Z-4 Z-2 Z-3 Z-5 Z-1 Z-3 Z-3 Z-3 Z-1 Z-2 Z-2 Z-5 Z-5 Z-5 Z-1 Z-2 Z-4 Z-2 Z-3 Z-1 Z-3 Z-3 Z-3 Z-1 Z-2 Z-2 Z-1 Z-5 .60 4.80 4.80 P4 5 5 DIMENCIONES P-1 TIPO CUADRO DE PLACAS P-2 P-3 P-4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTACIONAMIENTO ESTACIONAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Eje de simetria Y Eje de simetria X AREA TOTAL CUADRO DE ZAPATAS 1000 m2 AREA AREA LIBRE 198 AREA TECHADA 802