Multifamily Building Los Cipreses DWG Block for AutoCAD

Multifamily Building Los Cipreses DWG Block for AutoCAD

Complete plane of structure and architectonic multi family building 4 levels in LIMA

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

work :, plan :, scale :, building of classrooms and offices, professional :, owner :, sheet nº, date :, drawing :, specialty :, architecture, project nº, aprob., dib., proy., plano :, prop.:, work:, date, esc., rev., structures, foundation plant, nfp, construction board, -the painted walls are load-bearing and will be king-kong brick, anchor, overlap, minimum lengths of anchors and overlaps of reinforcements, or machine-made industrial current., -using type I cement, observations:, quake-resistant design parameters, characteristics of confined masonry, design and construction specifications, minimum thickness, indicated, corner, with columns, intermediate, typical detail of beams joints, free coverings, ladder and lightened, in general, foundations, overloads, work load of the ground, beams and columns, roof, steel, shoes, masonry, concrete, technical specifications, beams plates and plates and retaining wall cistern, with tecnopor., separation joint to, bottom of beam or roof, detail anchoring of typical column, that is born of corrido foundation, typical cuts of reinforced foundations armed, ntn, of columns, overlap, length, table of columns, typical detail of doorway, in sobrecimiento, eliminate in door, garden, x – x, area disturbed by, excavation fill with, table of columns, type, floor, table of columns, det. typical, a – a, d slab, cistern, see tank roof in, plant roof cistern and pump room, b – b, proy. plate, compacted terrain, proy. foundation, proy. retaining wall, c – c, d – d, e – e, stair slab, slab esc., var., f – f, g – g, concrete flooring, stairs and cistern, typical transversal beam, vtt, line segmented, widening, d ladder, p – p, l – l, q – q, h – h, o – o, lightened slab or, solid slab, d lightened, i – i, k – k, j – j, m – m, n – n, cut mm, r – r, s – s, t – t, u – u, d plate, cut l – l, m – m cut, room – dining room, hallway, master bedroom, dorm . service, patio – kitchen, elevations, cuts, elevation a, elevation b, plants

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\A1;.15 \A1;.15 \A1;.20 \A1;.25 \A1;.20 \A1;.60 \A1;.40 \A1;.60 \A1;.50 OBRA: PLANO: ESCALA: 1/100 EDIFICIO DE AULAS Y OFICINAS PROFESIONAL: PROPIETARIO: LAMINA Nº FECHA: DIBUJO: ESPECIALIDAD: ARQUITECTURA ENERO 1999 PROYECTO Nº \A1;3,725 \A1;4,300 \A1;2,150 \A1;2,650 \A1;1,250 \A1;1,250 \A1;2,650 \A1;2,150 \A1;4,300 \A1;3,725 \A1;28,150 \A1;1,450 \A1;2,850 \A1;2,150 \A1;1,450 \A1;2,850 \A1;2,150 \A1;1,075 \A1;3,700 \A1;5,150 \A1;0,475 \A1;1,075 \A1;3,700 \A1;5,150 \A1;0,475 \A1;4,900 \A1;25,700 \A1;3,725 \A1;4,300 \A1;2,150 \A1;2,650 \A1;1,250 \A1;1,250 \A1;2,650 \A1;2,150 \A1;4,300 \A1;3,725 \A1;28,150 \A1;1,450 \A1;2,850 \A1;2,150 \A1;1,450 \A1;2,850 \A1;2,150 \A1;1,075 \A1;3,700 \A1;5,150 \A1;0,475 \A1;1,075 \A1;3,700 \A1;5,150 \A1;0,475 \A1;4,900 \A1;25,700 \A1;3,725 \A1;4,300 \A1;2,150 \A1;2,650 \A1;1,250 \A1;1,250 \A1;2,650 \A1;2,150 \A1;4,300 \A1;3,725 \A1;28,150 \A1;1,450 \A1;2,850 \A1;2,150 \A1;1,450 \A1;2,850 \A1;2,150 \A1;1,075 \A1;3,700 \A1;5,150 \A1;0,475 \A1;1,075 \A1;3,700 \A1;5,150 \A1;0,475 \A1;4,900 \A1;25,700 \A1; \A1; Aprob. Dib. Proy. Plano: Prop.: Obra: Fecha Esc. Rev. 1/50,1/25 ESTRUCTURAS 5 1d3/8" 1d3/8" 1 5 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 5 0.0 3.72 5 5 5 5 5 5 5 5 3.72 5 5 2 4 5 6 7 8 9 10 12 13 A B C D E F G H I J \A1; ENERO 2001 E-1/5 2039-01 CONJUNTO RESIDENCIAL "LOS CIPRESES" PLANTA CIMENTACION d3/8"@.30c/c. d3/8"@.30c/c. h=.60 5 -1.000000000000014 0.0 5 0.0 -1.150000000000091 0.0 5 0.0 1.0 -3.699999999999932 0.0 5 -1.299999999999898 -1.750000000000028 0.0 0.5486812287988982 0.0 0.0 0.0 0.0 -0.6000000000000654 -2.850000000000108 -2.649999999999892 -1.000000000000142 0.0 0.4000000000001052 -4.550000000000352 0.0 0.0 0.0 5 -3.404409354378913 -1.665400295898849 -3.24371058035581 -1.306207995742071 -0.514398716397082 -0.1288929495523234 -1.5375115140763 -1.684395982353877 5 -1.086229052368409 5 0.0462729877860824 5 -0.1047186512807912 1.947765279822761 -0.6283111649573385 0.9230592185207769 -1.832574911959341 0.0 0.0 2.149999999999963 2.149999999999963 0.0 5 -2.405628628139539 5 5 -0.1412615924518121 -1.940170890003827 -1.350517954453167 -0.1136193897480666 -1.806481917500619 -4.479869279141894 -4.359570430772465 h=1.00 5 5 -0.4692967526481908 -5.125000000000043 0.0 -5.900000048987337 0.0 0.0 0.0 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 0.2094967207705025 5 5 5 5 5 -0.1276075553984128 .12 5 -0.2077732800911463 .12 5 5 0.0 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 -0.2420062657424751 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 0.9007666770999094 5 5 5 5 5 5 0.0999538254341132 .12 5 0.183924603606556 .12 5 5 -2.105598610723973 -10.04213704438553 -10.04213704438553 0.0000000000000711 0.0000000000000711 -0.0000000000000284 -0.0000000000000284 N.F.P. .10 1/4"@.25 Tubo d1/2"(P.V.C.-SAP.) Columna CA-1 4d3/8" .15 (Típ.) COLUMNA CA-1 QUE NACE DE TECHO (Típ.) \A1;.25 \U+2205 4d3/8" Junta de construcción 2O0Kg/m2 200Kg/m2 Reglamento Nacional de Construcciones (Normas E-020,E-060,E-070) -Los muros pintados son portantes y serán de ladrillo king-kong 1/2" 0.50 0.60 5/8" 0.60 0.75 3/8" d 1/4" 0.45 ANCLAJE 0.45 0.55 0.55 TRASLAPE LONGITUDES MINIMAS DE ANCLAJES Y TRASLAPES DE ARMADURAS Techo 1 Piso e.min.=.13cm ó corriente industrial hecho a máquina. 3/4" 1" 0.70 1.20 -Usar cemento tipo I OBSERVACIONES: Parametros de Diseño Sismo-Resistente CARACTERISTICAS DE ALBAÑILERIA CONFINADA 0.80 1.65 Normas de Diseño Sismo-Resistente E-030 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION 1:4 Mortero (Tipo P1) Espesor minimo Unidad (Ladrillo Tipo V) c/6 hiladas 2 Alambres#8 fy=4,200Kg/cm2 f'm=55Kg/cm2 t=1.5 Kg/cm2 f'c=210Kg/cm2 100Kg/m2 Indicados 7.5cm. 4.0cm. 2.5cm 2.0cm. ESQUINA CON COLUMNAS .10 INTERMEDIO .05 DETALLE TIPICO DE UNIONES DE VIGAS \A1;.15 RECUBRIMIENTOS LIBRES: Escalera y Aligerados En general Cimientos corridos SOBRECARGAS Acero corrugado (Grado 60) CARGA DE TRABAJO DEL TERRENO Vigas peraltadas y columnas Azotea ACERO: Zapatas ALBAÑILERIA CONCRETO: ESPECIFICACIONES TECNICAS Vigas chatas y placas y muro de contención cisterna 1cm libre ó relleno con tecnopor. Junta de separación a fondo de viga ó techo DETALLE ANCLAJE DE COLUMNA TIPICA QUE NACE DE CIMIENTO CORRIDO -6.812113939361211 -6.812113939361211 -6.812113939361211 -6.812113939361211 -6.812113939361197 N.F.P. CORTES TIPICOS DE CIMIENTOS CORRIDOS ARMADOS 2 Alambres #8 c/6 hiladas N.T.N. N.F.P. H/3 .10 (Adicionales) d3/8"@.10 de columnas Ver"S" en cuadro .10 .10 .10 .05 S S/2 S .10 S/2 Ver"S" en cuadro de columnas .10 .10 S/2 S/2 S (Típ.) .40 .10 .10 .10 .05 d3/8"@.10 (Adicionales) S/2 .10 .10 .10 .05 .10 S/2 (Adicionales) d3/8"@.15 (Adicionales) d3/8"@.10 Traslape Longitud Resto"S"según \A1;.10 cuadro de columnas (Típ.) \A1;.40 S S .10 \A1;Var. \A1;.60 \A1;.10 \A1;.10 \A1;.05 S H/3 S/2 S/2 H/3 .05 .10 .10 .10 S/2 S/2 .10 .40 .05 .10 .10 .10 .10 .10 .10 \A1;.25 (Típ.) .10 \A1;.10 de (Típ.) DETALLE TIPICO DE VANO DE PUERTA -13.50252115873593 2d1/2" 2d1/2" EN SOBRECIMIENTO (Típ.) -13.50252115873593 2d1/2" -2.551023721232923 -2.551023721232923 -2.551023721232923 N.F.P. Eliminar en puerta -2.149769903566721 -2.490930338150861 -2.149769903566721 -2.551023721232923 2d1/2" 2d3/8" 2d3/8" d3/8"@.40 f'c=175Kg/cm2 (Tipico) CONCRETO: f'c=140Kg/cm2 (Tipico) -2.551023721232923 -2.551023721232923 -2.551023721232923 N.F.P. Eliminar en puerta -2.551023721232923 -2.551023721232923 -2.551023721232923 -2.551023721232923 2d1/2" 2d3/8" 2d3/8" d3/8"@.40 f'c=175Kg/cm2 (Tipico) CONCRETO: f'c=140Kg/cm2 (Tipico) Jardín -6.812113939361211 d3/8"@.30 d3/8"@.30 X - X X X X X X X X X X X X X X X X X CA-1 Z-1 Z-1 \A1; C-5 C-1 C-1 C-1 C-1 C-1 C-1 C-11 C-11 C-11 C-11 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-5 C-3 C-5 C-5 C-5 C-3 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-3 C-4 C-4 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-8 C-8 C-6 C-6 C-8 C-8 C-9 C-9 C-9 C-9 C-5 C-5 C-5 C-5 C-5 C-7 C-7 C-7 C-7 C-5 C-5 C-5 C-6 C-6 C-10 C-10 C-10 C-10 C-2 C-12 C-12 PLACA P-1 PLACA P-1 PLACA P-1 PLACA P-1 PLACA P-1 PLACA P-1 PLACA P-1 PLACA P-1 PLACA P-2 C-13 C-13 Zona disturbada por (Tipico) excavación rellenar con concreto f'c=100Kg/cm2 5 5 6d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. 5 5 6d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. 5 5 6d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. 5 d1/4"@.25 4d1/2" 5 5 d1/4"@.25 4d1/2" 5 5 d1/4"@.25 4d1/2" 5 5 5 6d1/2" d1/4":1@.05,3@.10, Rto.@.25c/ext. d1/4"@.25 5 5 6d1/2" d1/4":1@.05,3@.10, Rto.@.25c/ext. d1/4"@.25 5 5 6d1/2" d1/4":1@.05,3@.10, Rto.@.25c/ext. d1/4"@.25 5 d1/4"@.25 4d1/2" 5 5 5 4d1/2"+4d3/8" d3/8"@.25 4d3/8" 5 5 4d1/2"+4d3/8" d3/8"@.25 4d3/8" 5 5 4d1/2"+4d3/8" d3/8"@.25 4d3/8" 5 6d1/2" 5 d1/4":1@.05,3@.10, Rto.@.25c/ext. d1/4"@.25 5 6d1/2" 5 d1/4":1@.05,3@.10, Rto.@.25c/ext. d1/4"@.25 5 6d1/2" 5 d1/4":1@.05,3@.10, Rto.@.25c/ext. d1/4"@.25 5 6d5/8" 5 d3/8":1@.05,3@.10, Rto.@.20c/ext. d1/4"@.30 Nace placa P-3 de techo 1 piso Nace placa P-3 de techo 1 piso Nace placa P-3 de techo 1 piso Nace placa P-3 de techo 1 piso 5 d1/4"@.25 4d1/2" 5 5 d1/4"@.25 4d1/2" 5 5 d1/4"@.25 4d1/2" 5 5 d1/4"@.25 4d1/2" 5 d1/4"@.25 4d1/2" 5 5 d1/4"@.25 4d1/2" 5 5 .67 5 5 5 4d1/2"+4d5/8" 5 d3/8"@.25 5 5 d3/8"@.25 4d5/8" 4d5/8" 8d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. 5 5 d1/4"@.25 5 5 8d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. d1/4"@.25 5 5 8d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. d1/4"@.25 5 5 5 5 8d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. d1/4"@.25 6d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. d1/4"@.25 5 5 6d1/2" d1/4":1@.05,3@.10, Rto.@.15c/ext. d1/4"@.25 5 5 6d1/2" d1/4"@.25 CUADRO DE COLUMNAS C - 1 C - 2 TIPO PISO 3 2 1 C - 3 C - 4 C - 5 C - 6 C - 7 C - 8 C - 9 C - 10 C - 11 C - 12 C - 13 5 5 PLACA P-1 d3/8"@.30 2d5/8" 2d5/8" d3/8"@.30 d1/4"@.25 C-7 5 5 4d1/2"+4d3/8" d3/8"@.25 4d3/8" PLACA P-3 (1 PISO) 4d3/8" 5 2d1/2" 2d1/2" 2d5/8" 5 5 d3/8"@.30 d3/8"@.30 d3/8"@.30 d1/4"@.25 PLACA P-3 (RESTO PISOS) 2d5/8" 2d5/8" d3/8"@.30 d3/8"@.30 d3/8"@.30 5 5 5 1.57 5 5 5 2d5/8" 2d5/8" d3/8"@.30 d3/8"@.30 d3/8"@.30 5 5 5 5 5 5 d3/8"@.30 d3/8"@.30 .67 5 5 PLACA P-2 (1 PISO) PLACA P-2 (RESTO PISOS) Aprob. Dib. Proy. Plano: Prop.: Obra: Fecha Esc. Rev. 1/50,1/25 ESTRUCTURAS ENERO 2001 E-2/5 2039-01 CONJUNTO RESIDENCIAL "LOS CIPRESES" CUADRO DE COLUMNAS,DET. TIPICOS, (1 Y 2 PISO) Techo 2 Piso 5 5 2d3/8" 5 <> ó .20 5 d3/8"@.30c/c. 5 5 5 d3/8"@.30c/c. 2d1/2" A - A d Losa 5 d Losa Losa e=.10 d3/8"@.30 d3/8"@.30 d3/8"@.30 CISTERNA Ver techo cisterna en plano E-2/5 d3/8"@.30 d3/8"@.20 d3/8"@.30 d3/8"@.20 2d1/2" 2d3/8" 5 d3/8"@.30 d3/8"@.20 d3/8"@.30 d3/8"@.20 2d1/2" 2d1/2" Losa e=.20 (Típ.) PLANTA TECHO CISTERNA Y CUARTO DE BOMBAS 5 5 2d3/8" 5 .20 5 5 5 5 2d1/2" B - B d Losa 5 d Losa 5 (Típ.) d3/8"@.30c/c. d3/8"@.30c/c. \A1; \A1; e=.10 5 d3/8"@.30 d3/8"@.30 5 5 5 .22 5 5 5 5 5 5 5 5 5 .22 5 5 5 5 5 5 5 5 e=.10 d3/8"@.30 5 (Típ.) 5 d3/8"@.30c/c. d3/8"@.20c/c. d3/8"@.20c/c. .25 (Típ.) d3/8"@.30c/c. Proy. placa e=.20 Terreno compactado 5 1d3/8" 5 1d3/8" 5 5 Proy. cimiento 2d1/2" 5 5 2d3/8" 5 5 5 2.95 5 d3/8"@.30c/c. d3/8"@.30c/c. d3/8"@.30 d3/8"@.30 5 5 Proy. muro de contención ESCALERA E-1 1 TRAMO ESCALERA E-1 2 TRAMO 5 ESCALERA E-1 3 TRAMO N.C.=-1.15 5 5 (Típ.) d3/8"@.30c/c. d3/8"@.20c/c. d3/8"@.30c/c. d3/8"@.20c/c. d3/8"@.30c/c. e=.10 e=.20 d3/8"@.20c/c. d3/8"@.30c/c. d3/8"@.20c/c. d3/8"@.30c/c. d3/8"@.20c/c. d3/8"@.30c/c. d3/8"@.30c/c. e=.20 d3/8"@.20 d3/8"@.20 ESCALERA E-1 TRAMO TIPICO (4 Y 6 ) VARIANTE ESCALERA E-1 4 TRAMO ESCALERA E-1 TRAMO TIPICO (5 Y 7 ) 5 5 5 5 (Típ.) 5 (Típ.) N.F.P.-.05 A A A A A A B B B B 2d1/2" 5 5 2d3/8" 5 5 5 2.95 5 d3/8"@.30c/c. d3/8"@.30c/c. N.F.P.-.2.10 C - C C C C C D D D D D - D E E 2d1/2" .25 5 2d3/8" 5 5 5 1.28 ~.40 E - E Losa escalera d Losa esc. Var. 4 6 d3/8"@.30c/c. d3/8"@.30c/c. 2d3/8" 5 5 5 d3/8"@.30c/c. d3/8"@.30c/c. N.F.P.-.2.10 F - F 2d1/2" 5 5 5 F F A A A A 2d1/2" 5 2d3/8" 5 5 5 5 d3/8"@.30c/c. d3/8"@.30c/c. N.F.P.-.2.10 G - G 5 d Losa 2.85 5 Solado de concreto f'c=100Kg/cm2 (Tipico) (Típ.) G G 5 5 Niv.-.95 Niv.-.05 G G ó Var. 2.85~1.85 A A A A A A B B B B C C C C D D D D E E F F A A A A G G G G N.C.-2.80 ESCALERAS Y CISTERNA d3/8"@.30 d3/8"@.20 d3/8"@.30 d3/8"@.20 ESCALERA E-1 ESCALERA E-1 ESCALERA E-1 ESCALERA E-1 N.F.P.+.95 2d1/2" 2d1/2" 2d1/2" 2d1/2" DETALLE HUECO DE PLACA P-2 5 5 (Típ.) (Típ.) Aprob. Dib. Proy. Plano: Prop.: Obra: Fecha Esc. Rev. ENERO 2001 1/50,1/25 E-3/5 2039-01 ESTRUCTURAS Aprob. Dib. Proy. Plano: Prop.: Obra: Fecha Esc. Rev. 1/50,1/25 ESTRUCTURAS CORTE TIPICO DE ALIGERADO (h=.20) .40 .40 .10 .30 .10 .10 .30 dTemperatura 1/4"@.25 VIGUETA TRANSVERSAL TIPICA (V.T.T.) (b=.10) .05 .10 .20 .15 .20 .15 1d3/8" Corrido (abajo) .05 V.T.T. V.T.T. V.T.T. V.T.T. V.T.T. V.T.T. VIGUETA TRANSVERSAL TIPICA (V.T.T) (b=.10) 1d3/8" Corr. (abajo) V.T.T. V.T.T. V.T.T. VIGUETA TRANSVERSAL TIPICA (V.T.T) (b=.10) 1d3/8" Corr. (abajo) V.T.T. Losa e=.20 1d3/8" 9Vig. A 103 A ENSANCHE ALTERNADOS DE VIGUETAS (TIPICO) Linea segmentada de ensanche 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 2d3/8" CONTRAFLECHA EN EL C =1.0cm L CONTRAFLECHA EN EL C =1.0cm L 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 5 1d1/2" 5 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 2d3/8" 1d3/8" 5 5 5 5 5 5 Losa e=.20 d3/8"@.30c/c. d3/8"@.30c/c. d3/8"@.20c/c. d3/8"@.30c/c. d3/8"@.30c/c. d3/8"@.20c/c. d Escalera d Escalera d Escalera 2Vig. A 101 8Vig. A 102 11Vig. A 104 3Vig. A 105 4Vig. A 106 2Vig. A 107 5 d3/8"@.30c/c. Losa e =.20 5 d3/8"@.30c/c. Losa e =.20 2Vig. A 108 6Vig. A 109 5Vig. A 110 1Vig. A 109 3Vig. A 111 5Vig. A 112 1Vig. A 113 8Vig. A 114 2Vig. A 101 8Vig. A 102 3Vig. A 105 4Vig. A 106 5Vig. A 110 6Vig. A 109 1Vig. A 109 3Vig. A 111 5Vig. A 112 1Vig. A 113 2Vig. A 107 5 d3/8"@.30c/c. Losa e =.20 5 d3/8"@.30c/c. Losa e =.20 9Vig. A 103 2Vig. A 101 8Vig. A 102 11Vig. A 104 3Vig. A 105 4Vig. A 106 2Vig. A 107 6Vig. A 109 5Vig. A 110 1Vig. A 109 3Vig. A 111 5Vig. A 112 1Vig. A 113 2Vig. A 101 8Vig. A 102 3Vig. A 105 4Vig. A 106 5Vig. A 110 6Vig. A 109 1Vig. A 109 3Vig. A 111 5Vig. A 112 1Vig. A 113 2Vig. A 107 8Vig. A 114 2Vig. A 108 5 d3/8"@.30c/c. Losa e =.20 d3/8"@.30c/c. Losa e =.20 5 d3/8"@.30c/c. Losa e =.20 5 d3/8"@.30c/c. Losa e =.20 5 5 5 P - P 4d1/2" 5 4d3/8" 5 d1/4"@.25 5 5 5 L - L 4d1/2" d1/4"@.25 Q - Q Aprob. Dib. Proy. Plano: Prop.: Obra: Fecha Esc. Rev. 1/50,1/25 ESTRUCTURAS V.T.T. Losa e=.20 1d3/8" 9Vig. A 203 ENSANCHE ALTERNADOS DE VIGUETAS (TIPICO) Linea segmentada de ensanche 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 2d3/8" 1d3/8" 5 5 5 5 5 5 Losa e=.20 d3/8"@.30c/c. d3/8"@.30c/c. d3/8"@.20c/c. d3/8"@.30c/c. d3/8"@.30c/c. d3/8"@.20c/c. d Escalera d Escalera 2Vig. A 201 8Vig. A 202 11Vig. A 204 3Vig. A 209 5Vig. A 210 1Vig. A 211 12Vig. A 212 d3/8"@.20 Losa e =.20 d3/8"@.20c/c. 5 2d3/8" 1d3/8" A 212 8Vig. CONTRAFLECHA EN EL C =1.0cm. L CONTRAFLECHA EN EL C =1.0cm. L 1d3/8" 7Vig. A 301 5 5 5 1d3/8" 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 11Vig. A 304 1d3/8" 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 2d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 3Vig. A 309 5Vig. A 310 1Vig. A 311 5 d3/8"@.30 5 d3/8"@.30c/c. d3/8"@.20 Losa e =.20 5 d3/8"@.30 5 d3/8"@.30c/c. 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 4Vig. A 302 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d1/2" 1d1/2" 5 5 1d3/8" 1d1/2" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 7Vig. A 205 5Vig. A 206 1Vig. A 207 A 206 2Vig. A 208 1Vig. 1d3/8" 1d3/8" 2Vig. A 201 8Vig. A 202 3Vig. A 209 5Vig. A 210 1Vig. A 211 7Vig. A 205 5Vig. A 206 1Vig. A 207 A 206 2Vig. A 208 1Vig. 9Vig. A 203 2Vig. A 201 8Vig. A 202 A 204 3Vig. A 209 5Vig. A 210 1Vig. A 211 12Vig. A 212 A 212 8Vig. 7Vig. A 205 5Vig. A 206 1Vig. A 207 A 206 2Vig. A 208 1Vig. 2Vig. A 201 8Vig. A 202 3Vig. A 209 5Vig. A 210 1Vig. A 211 7Vig. A 205 5Vig. A 206 1Vig. A 207 A 206 2Vig. A 208 1Vig. 11Vig. 4Vig. A 302 4Vig. A 303 7Vig. A 305 VIGUETA TRANSVERSAL TIPICA (V.T.T) (b=.10) 1d3/8" Corr. (abajo) 1Vig. A 306 7Vig. A 307 A 308 1Vig. 7Vig. A 301 3Vig. A 309 5Vig. A 310 1Vig. A 311 7Vig. A 305 1Vig. A 306 7Vig. A 307 A 308 1Vig. 7Vig. A 301 11Vig. A 304 3Vig. A 309 5Vig. A 310 1Vig. A 311 4Vig. A 302 4Vig. A 302 4Vig. A 303 7Vig. A 305 1Vig. A 306 7Vig. A 307 A 308 1Vig. 7Vig. A 301 3Vig. A 309 5Vig. A 310 1Vig. A 311 7Vig. A 305 1Vig. A 306 7Vig. A 307 A 308 1Vig. V.T.T. V.T.T. V.T.T. V.T.T. V.T.T. V.T.T. 5 8d1/2" 5 d1/4":1@.05,7@.10, Rto.@.25c/ext. 5 8d1/2" 5 d1/4":1@.10,Rto.@.25c/ext. 5 6d1/2" 5 d1/4":1@.10,Rto.@.25c/ext. 5 6d1/2" 5 d1/4":1@.05,3@.10, Rto.@.25c/ext. H - H 5 4d3/8" 5 d1/4"@.40 O - O 5 5 4d1/2" d1/4"@.25 5 5 5 2d1/2" d3/8"@.30 2d3/8" 2d1/2" Losa aligerada ó Losa maciza 5 5 5 d Aligerado 2d3/8" 2d3/8" d3/8"@.30 5 5 5 2d1/2" d3/8"@.30 2d3/8" 6d3/8" d3/8"@.30 A - A B - B C - C A A A B B C C A A B B C C 5 D - D D D E E E - E E E F - F F F G G G - G F F E E D D K K F F E E D D A A B B C C A A B B C C D D D D H H H H I I 5 5 5 4d1/2" d1/4"@.25 5 I - I J J J J I I E E 5 5 5 2d1/2" d1/4"@.25 5 K - K 5 <> ó .25 J - J 4d1/2" d1/4"@.25 J J J J 2d1/2" d1/4"@.25 6d1/2" 5 A A H H H H L L 5 6d1/2" 5 M - M M M M M N N 5 4d1/2" 5 d1/4":1@.10,Rto.@.25c/ext. N - N d1/4":1@.05,3@.10, Rto.@.25c/ext. Viene 6d1/2" de corte M-M O O O O P P P P L L L L L L L L 5 5 5 4d1/2" d1/4"@.25 Q Q R R R R R - R d1/4":1@.05,3@.10, Rto.@.20c/ext. S - S 5 5 4d1/2" d1/4"@.25 S S P P T - T 5 5 4d1/2" d1/4"@.25 T T T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P R R R R R R R R R R R R R R P P P P P P P P Q Q L L L L R R R R P P P P S S P P H H P P P P P P P P P P H H P P R R R R R R P P L L M M P P P P A A A A A A A A U U U U 5 5 4d1/2" d3/8"@.30 d Losa U - U P P P P P P R R R R P P P P M M P P P P P P P P P P P P L L L L O O O O P P P P N N A A A A A A A A J J J J J J J J J J J J O O O O N N M M M M H H L L D D H H A A B B C D D A A B B C A A E E E E F F G G E E D D E E F F E E D D D D K K J J I I J J P P Linea segmentada de ensanche 5 5 L L L L L L L L L L L L L L L L O O O O P P N N M M M M L L H H H H A A B B C C A A B B A A C C H H H H P P F F I I J J J J T T T T T T T T T T S S S S R R R R R R R R R R R R P P P P Q Q Q Q P P P P P P R R P P R R P P P P P P P P P P P P P P R R R R R R P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P R R R R P P R R P P R R R R R R P P R R R R P P P P P P P P P P P P P P P P R R P P P P P P P P Linea segmentada de ensanche 5 5 Losa aligerada ó Losa maciza A A E E E E F F G G F F F F G G E E E E E E C C F F A A C C C C K K J J J J L L M M M M N N J J H H J J J J J J J J J J J J J J J J J J J J J J J J J J M M M M M M M M M M M M M M M M M M J J J J L L M M M M J J J J N N J J C C H H J J J J C C J J M M M M M M J J J J J J O O O O J J J J J J M M M M J J J J J J J J J J J J J J J J K K J J J J C C M M M M O O O O O O O O O O B B B B 5 5 5 K - K 4d1/2" 5 4d3/8" 5 d1/4"@.25 5 5 5 4d1/2" d1/4"@.25 L - L 5 8d1/2" 5 d1/4":1@.05,7@.10, Rto.@.25c/ext. 5 8d1/2" 5 d1/4":1@.10,Rto.@.25c/ext. 5 6d1/2" 5 d1/4":1@.10,Rto.@.25c/ext. C - C 5 4d3/8" 5 d1/4"@.40 J - J 5 5 4d1/2" d1/4"@.25 5 5 5 2d1/2" d3/8"@.30 2d3/8" 2d1/2" 5 5 5 d Aligerado 2d3/8" 2d3/8" d3/8"@.30 A - A B - B E - E F - F G - G I - I .37 6d1/2" 5 D - D d1/4":1@.05,3@.10, Rto.@.25c/ext. 5 5 5 4d1/2" d1/4"@.25 M - M d1/4":1@.05,3@.10, Rto.@.20c/ext. N - N 5 5 4d1/2" d1/4"@.25 H - H 5 5 4d1/2" d1/4"@.25 5 5 4d1/2" d3/8"@.30 d Losa O - O C C C C Losa aligerada ó Losa maciza Muro de ladrillo e=.25 ó .15 H H H H H H J J K K C C D D D D D D C C J J J J D D D D D D H H H H H H H H K K J J E E K K K K K K CORTE TIPICO DE ALIGERADO (h=.20) .40 .40 .10 .30 .10 .10 .30 dTemperatura 1/4"@.25 VIGUETA TRANSVERSAL TIPICA (V.T.T.) (b=.10) .05 .10 .20 .15 .20 .15 1d3/8" Corrido (abajo) .05 I I I I I I I I I I I I I I I I I I I I I I I I I I I I Losa aligerada ó Losa maciza A A E E F F G G F F A A C C C C K K J J L L N N J J H H J J J J J J J J M M M M M M L L M M J J N N J J C C H H J J C C J J M M M M M M J J J J M M J J J J J J J J J J J J J J J J K K J J B B B B C C H H H H H H J J K K C C D D D D D D C C J J J J D D D D H H H H K K E E K K I I I I I I I I I I E E E E C C C C F F G G C C F F E E E E B H H D D I I I I I I I I I I I I I I I I I I M M M M J J J J J J J J J J J J J J J J J J J J M M M M M M M M M M K K K K M M J J M M J J J J J J J J J J J J J J M M M M H H J J M M J J A A A A C C C C C C C C C C A A A A A A C C D D D D A A J J J J H H H H K K J J B B J J J J J J J J J J J J J J J J J J J J J J J J J J H H H H H H H H H H H H H H H H H H J J J J H H H H J J J J K K J J D D J J J J D D J J H H H H H H J J J J J J J J J J J J H H H H J J J J J J J J J J J J J J J J A A J J J J H H H H K K K K K K J J F F E E E E E E E E K K K K K K F F J J F F F F F F F F A A G G A A C C C C C C D D D D A A J J K K J J B B J J J J J J J J H H H H H H H H J J J J D D J J D D J J H H H H H H J J J J H H J J J J J J J J J J J J J J J J A A J J K K J J F F E E E E F F F F A A A A C C C C C C A A A A E E H H H H J J J J J J J J J J J J J J J J J J J J H H H H H H H H H H F F F F H H J J H H J J J J J J J J J J J J J J H H H H J J H H J J 5 .57 5 3.97 5 5 5 V-301 (.15x.75) inv. 1 1 2 2 1 - 1 5 5 5 5 2 - 2 5 5 d3/8":1@.05,3@.10,4@.15,Rto.@.30c/ext. 2d5/8" 2d3/8" 2d5/8" d1/4"@.25 2d1/2" 2d1/2" .10 .25 .25 5 5 5 V-301 (.15x.75) inv. V-301 V-301 V-301 5 5 5 2d1/2" 2d3/8" 2d1/2" A - A 2d1/2" d1/4"@.25 B - B 5 5 4d1/2" d1/4"@.25 C - C D - D 5 6d1/2" 5 d1/4":1@.10,Rto.@.25c/ext. 5 4d3/8" 5 d1/4"@.40 .37 6d1/2" 5 E - E d1/4":1@.05,3@.10, Rto.@.25c/ext. 5 E E E E E E E E F - F 5 5 4d1/2" d1/4"@.25 F F F F F F A A A A A A G G G G G G 5 6d1/2" 5 d1/4":1@.10,Rto.@.25c/ext. G - G 5 5 5 4d1/2" d1/4"@.25 H - H I I I I 5 5 5 4d1/2" d1/4":1@.05,3@.10, Rto.@.20c/ext. I - I 5 4d3/8" 5 d1/4"@.25 J - J K - K 5 5 4d1/2" d1/4"@.25 A A F F A A G G G G G G G G A A F F A A F F F F E E E E E E E E E E I I I I K K K K K K K K K K K K 1 2 4 5 6 7 8 9 10 12 13 A B C D E F G H I J 1 2 4 5 6 7 8 9 10 12 13 A B C D E F G H I J 1 2 4 5 6 7 8 9 10 12 13 A B C D E F G H I J CORTE TIPICO DE ALIGERADO (h=.20) .40 .40 .10 .30 .10 .10 .30 dTemperatura 1/4"@.25 VIGUETA TRANSVERSAL TIPICA (V.T.T.) (b=.10) .05 .10 .20 .15 .20 .15 1d3/8" Corrido (abajo) .05 L L Losa e=.10 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 Proy. placa d Placa d Placa d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 CORTE L - L 5 5 5 2d5/8" 2d5/8" 5 2d5/8" 2d5/8" 2d5/8" (Típ.) (Típ.) (Típ.) d3/8"@.30 M M M M CORTE M - M PLANTA ENCOFRADOS TECHO 1 PISO (S/C=200Kg/m2) PLANTA ENCOFRADOS TECHO 2 PISO (S/C=200Kg/m2) PLANTA ENCOFRADOS TECHO 3 PISO (AZOTEA) (S/C=100Kg/m2) CONJUNTO RESIDENCIAL "LOS CIPRESES" ENCOFRADOS TECHO 1 PISO ENERO 2001 E-4/5 2039-01 ESTRUCTURAS CONJUNTO RESIDENCIAL "LOS CIPRESES" ENCOFRADOS TECHO 2 PISO ENERO 2001 E-5/5 2039-01 CONJUNTO RESIDENCIAL "LOS CIPRESES" ENCOFRADOS TECHO 3 PISO (AZOTEA) Nacen columna CA-1 (Ver plano E-1/5) (Típ.) E E E E Losa aligerada ó Losa maciza SALA - COMEDOR DORMITORIO 3 PASILLO DORMITORIO 2 DORMITORIO PRINCIPAL DORM. SERVICIO PATIO - COCINA SALA - COMEDOR DORMITORIO 3 PASILLO DORMITORIO 2 DORMITORIO PRINCIPAL DORM. SERVICIO PATIO - COCINA SALA - COMEDOR DORMITORIO 3 PASILLO DORMITORIO 2 DORMITORIO PRINCIPAL DORM. SERVICIO 1º PISO 10 10 10 10 1 2 4 5 6 7 8 9 13 2 3 4 5 9 10 12 11 A B C D E F G H I J 10 12 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 10 10 10 10 5 2º PISO 10 10 10 10 1 2 4 5 6 7 8 9 13 2 3 4 5 9 10 12 11 A B C D E F G H I J 10 12 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 10 10 10 10 5 3º PISO 10 10 10 10 1 2 4 5 6 7 8 9 13 2 3 4 5 9 10 12 11 A B C D E F G H I J 10 12 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 10 10 10 10 5 ELEVACIONES 1 N+ 2.80 N+ 1.00 N+ 2.55 2 N+ 5.45 N+ 5.20 3 N+ 8.10 N+ 7.85 N+- 0.00 N+ 0.15 N+ 3.40 N+ 6.05 N+ 8.60 1 N+ 2.80 N+ 1.00 N+ 2.55 2 N+ 5.45 N+ 5.20 3 N+ 8.10 N+ 7.85 N+- 0.00 N+ 0.15 N+ 3.40 N+ 6.05 N+ 8.60 1 N+ 2.80 N+ 2.55 2 N+ 5.45 N+ 5.20 3 N+ 8.10 N+ 7.85 N+- 0.00 N+ 0.15 N+ 3.40 N+ 6.05 N+ 8.60 CORTES ELEVACION A ELEVACION B 1 N+ 2.80 N+ 0.75 N+ 2.55 2 N+ 5.45 N+ 5.20 3 N+ 8.10 N+ 7.85 N+- 0.00 N+ 0.15 N+ 8.60 1/100 EDIFICIO DE AULAS Y OFICINAS ARQUITECTURA ENERO 1999 1/100 EDIFICIO DE AULAS Y OFICINAS ARQUITECTURA ENERO 1999 1/100 EDIFICIO DE AULAS Y OFICINAS ARQUITECTURA ENERO 1999 1/100 EDIFICIO DE AULAS Y OFICINAS ARQUITECTURA ENERO 1999 1/100 EDIFICIO DE AULAS Y OFICINAS ARQUITECTURA ENERO 1999 1/100 EDIFICIO DE AULAS Y OFICINAS ARQUITECTURA ENERO 1999 PLANTAS PLANTAS PLANTAS PLANTAS PLANTAS PLANTAS

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	apartment, architectonic, autocad, block, building, complete, condo, DWG, eigenverantwortung, Family, group home, grup, levels, lima, los, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, plane, structure