Trade Home DWG Full Project for AutoCAD

Trade Home DWG Full Project for AutoCAD

THE PROJECT HAS TWO PLANTS cosntruccion AND FOUNDATION PLAN AND DETAILS OF FOUNDATION

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

nfp, foundation, sobrecimiento, nfp, brick masonry column brick masonry, beam, details union column-wall, independence, san roman, second floor, first floor, warehouse, warehouse, hall distributor, office, epson, kitchen, lavand. , room – dining room, ss.hh., details of foundations, running foundation, vc, detail of footings, filling with material, own, leveled and, compacted, details of footings, foundation beam, cement type ms in foundations, general specifications , national building regulations, Peruvian seismic design standards, indicated masonry unit: all masonry units of the walls shall be manufactured with the minimum dimensions indicated in this plan, may be concrete, clay or silicate calcareo, shall be classify as minimum with type iv of the corresponding norm itintec., efforts, dead loads, regulations, masonry, coatings, specimen tacion:, floor, type, column table, description, beams frame, level, going, bending details of stirrups, columns and beams, details of, horizontal reinforcement, overlaps and splices, will not be allowed, splices of the reinforcement, of light of the slab or, beam on each side of, the column or support., the joints l, will be located in the central third., will not be spliced, armor in one, same section., slabs and beams, in columns , slabs, beams, columns, length, development, specified, development length for, standard hook, minimum extension, minimum radius of bending for bars, stair details, main, wash., third floor, roof, foundations, second section, solid slab, nnt, concrete cyclopean, rammed earth, and compacted, first section, detail of tank roof, proy. tank lid, half level, foundation, bathroom only for bedroom, bathroom wall run and expand room and bathroom, staircase, dressing, second section

Raw text data extracted from CAD file:

±0.00 N.F.P NIV. +5.50 \A1;.35 \A1;.35 CIMIENTO SOBRECIMIENTO N.F.P. -201.6387589992366 -201.6387589992366 ALAMBRE # 8 C/3 HILADAS MAMPOSTERIA DE LADRILLO COLUMNA MAMPOSTERIA DE LADRILLO ( ESCALA 1:25 ) V I G A DETALLES UNION COLUMNA-PARED \A1;.20 \A1;.80 \A1;.80 \A1;1.70 \A1;2.00 \A1;1.60 \A1;1.30 \A1;0.70 \A1;0.70 \A1;0.80 \A1;0.80 \A1;2.30 \A1;2.50 \A1;2.30 \A1;2.30 \A1;4.66 \A1;4.66 \A1;4.78 \A1;4.28 \A1;2.50 \A1;2.30 \A1;0.95 \A1;0.95 \A1;1.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.48 \A1;0.30 \A1;2.47 \A1;4.46 \A1;4.28 \A1;2.39 \A1;2.07 \A1;2.32 \A1;2.47 \A1;4.66 \A1;4.66 \A1;4.78 \A1;2.30 \A1;4.66 \A1;4.66 \A1;4.78 \A1;4.46 \A1;4.28 \A1;2.39 \A1;2.07 \A1;2.50 \A1;2.30 \A1;4.66 \A1;4.66 \A1;4.78 \A1;2.30 \A1;4.66 \A1;4.66 \A1;4.78 \A1;4.46 \A1;4.28 \A1;2.39 \A1;2.07 \A1;2.50 \A1;2.30 \A1;4.66 \A1;4.66 \A1;4.78 \A1;4.28 \A1;4.66 \A1;4.66 \A1;4.78 \A1;4.46 \A1;4.28 \A1;2.39 \A1;2.07 \A1;4.66 \A1;4.66 \A1;4.78 \A1;4.28 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.30 \A1;.25 \A1;2.04 \A1;.25 \A1;2.50 \A1;1.91 \A1;.25 \A1;2.50 \A1;1.91 \A1;.25 \A1;2.50 \A1;1.91 \A1;.25 \A1;.28 \A1;2.40 \A1;.35 \A1;2.38 \A1;.30 \A1;1.00 \A1;.89 \A1;2.11 \A1;.30 \A1;.75 \A1;2.50 \A1;.75 \A1;.30 \A1;2.11 \A1;.30 \A1;1.88 \A1;.15 \A1;.33 \A1;.90 \A1;2.00 \A1;.90 \A1;.63 \A1;.83 \A1;2.00 \A1;.83 \A1;.63 \A1;.52 \A1;1.20 \A1;.52 \A1;.34 \A1;.30 \A1;1.20 \A1;.42 \A1;.64 \A1;1.01 \A1;2.00 \A1;1.01 \A1;.64 \A1;1.01 \A1;2.00 \A1;1.01 \A1;.64 \A1;1.06 \A1;2.00 \A1;1.06 \A1;.33 \A1;1.35 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;3.60 \A1;1.10 \A1;4.66 \A1;4.66 \A1;4.78 \A1;4.46 \A1;4.28 \A1;2.39 \A1;2.07 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.20 \A1;1.75 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.69 \A1;.60 \A1;.25 \A1;.30 \A1;.20 \A1;.15 \A1;.30 \A1;.30 \A1;.15 \A1;.05 \A1;.60 \A1;.05 \A1;.30 \A1;.70 \A1;.20 \A1;.20 \A1;.70 \A1;.30 \A1;.80 \A1;.35 \A1;.35 \A1;.60 \A1;.10 \A1;.36 \A1;.35 \A1;.85 \A1;.78 \A1;.125 \A1;2.00 \A1;2.00 \A1;1.60 \A1;0.80 \A1;2.50 \A1;2.50 \A1;4.46 \A1;2.39 \A1;2.07 \A1;0.80 \A1;1.20 \A1;1.00 \A1;.25 \A1;2.25 \A1;2.02 \A1;.25 \A1;.00 \A1;3.16 \A1;.25 \A1;3.07 \A1;1.19 \A1;.25 \A1;1.46 \A1;.15 \A1;2.80 \A1;.25 \A1;19.90 \A1;.30 \A1;3.05 \A1;.80 \A1;.30 \A1;4.00 \A1;.30 \A1;.25 \A1;.15 \A1;3.60 \A1;.30 \A1;1.00 \A1;14.20 \A1;1.63 \A1;3.00 \A1;1.47 \A1;.15 \A1;.54 \A1;2.00 \A1;.63 \A1;.05 \A1;.23 \A1;.80 \A1;.23 \A1;.60 \A1;2.00 \A1;.60 \A1;.15 \A1;.42 \A1;1.20 \A1;.57 \A1;.51 \A1;.66 \A1;2.00 \A1;.51 \A1;.15 \A1;1.24 \A1;2.50 \A1;1.24 \A1;.25 \A1;.80 \A1;.21 \A1;.27 \A1;1.20 \A1;.27 \A1;.48 \A1;.85 \A1;3.82 \A1;1.88 \A1;.83 \A1;2.28 \A1;.87 \A1;3.17 \A1;3.10 \A1;2.10 \A1;2.27 \A1;8.55 \A1;.60 \A1;1.15 \A1;.97 \A1;2.10 \A1;1.15 \A1;.40 \A1;2.04 \A1;1.07 \A1;.57 \A1;.58 \A1;.93 \A1;25.50 \A1;0.80 \A1;1.30 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.80 \A1;0.80 \A1;0.60 \A1;4.46 \A1;4.28 \A1;2.39 \A1;2.07 \A1;2.32 \A1;0.20 1.2 1 1 0.40 0.25 0.20 0.20 0.30 0.15 \A1;4.46 \A1;4.28 \A1;2.39 \A1;2.07 \A1;2.50 \A1;4.46 \A1;2.39 \A1;2.07 \A1;2.50 \A1;4.46 \A1;2.39 \A1;2.07 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;0.15 \A1;1.00 \A1;0.40 \A1;0.80 \A1;1.10 \A1;0.15 \A1;0.50 \A1;.25 \A1;4.42 \A1;.25 \A1;4.41 \A1;.25 \A1;4.41 \A1;.25 \A1;4.41 \A1;.25 \A1;18.90 \A1;.30 \A1;4.00 \A1;.30 \A1;4.00 \A1;.30 \A1;4.00 \A1;.30 \A1;13.20 \A1;3.10 \A1;.70 \A1;.25 \A1;2.63 \A1;1.64 \A1;.25 \A1;4.41 \A1;.25 \A1;3.07 \A1;.15 \A1;1.19 \A1;.25 \A1;4.41 \A1;.25 \A1;19.60 \A1;.30 \A1;4.00 \A1;.30 \A1;4.00 \A1;.30 \A1;4.00 \A1;.30 \A1;.70 \A1;13.91 \A1;.00 \A1;3.10 \A1;.99 \A1;2.36 \A1;1.52 \A1;3.00 \A1;3.66 \A1;.55 \A1;.30 \A1;.55 \A1;.57 \A1;.30 \A1;.55 \A1;1.00 \A1;.25 \A1;2.25 \A1;2.02 \A1;.25 \A1;.00 \A1;3.16 \A1;.25 \A1;3.07 \A1;1.19 \A1;.25 \A1;1.46 \A1;.15 \A1;2.80 \A1;.25 \A1;19.90 \A1;.30 \A1;3.05 \A1;.80 \A1;.30 \A1;4.00 \A1;.30 \A1;.25 \A1;.15 \A1;3.60 \A1;.30 \A1;1.00 \A1;14.20 \A1;1.63 \A1;3.00 \A1;1.47 \A1;.15 \A1;.54 \A1;2.00 \A1;.53 \A1;.15 \A1;.23 \A1;.80 \A1;.23 \A1;.60 \A1;2.00 \A1;.60 \A1;.15 \A1;.42 \A1;1.20 \A1;.57 \A1;.51 \A1;.66 \A1;2.00 \A1;.51 \A1;.15 \A1;1.24 \A1;2.50 \A1;1.24 \A1;.25 \A1;.80 \A1;.21 \A1;.27 \A1;1.20 \A1;.27 \A1;.48 \A1;.85 \A1;.80 \A1;.69 \A1;.85 \A1;3.82 \A1;4.62 \A1;3.50 \A1;1.88 \A1;.83 \A1;2.28 \A1;.87 \A1;3.17 \A1;3.10 \A1;1.81 \A1;.60 \A1;3.18 \A1;1.80 \A1;2.30 \A1;1.06 \A1;.80 \A1;1.00 \A1;3.07 \A1;2.17 \A1;8.55 \A1;.60 \A1;1.15 \A1;.97 \A1;2.10 \A1;1.15 \A1;.23 \A1;1.00 \A1;2.00 \A1;2.95 \A1;1.25 \A1;.40 \A1;.29 \A1;2.04 \A1;1.07 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.15 INDEPENDENCIA SAN ROMAN PLANTA TIPICO 3, 4 Y 5 PISO SEGUNDO PISO PRIMER PISO DEPOSITO ALMACEN HALL DISTRIBUIDOR OFICINA EPSON DEPART. 02 DEPART. 01 DEPART. 03 DORM. 01 DORM. 02 DORM. 01 DORM. 01 DORM. 02 DORM. 02 COCINA COCINA COCINA LAVAND. LAVAND. LAVAND. SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR OFICINA 01 OFICINA 02 SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 12 13 14 15 17 18 19 20 21 22 C-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 C-2 C-2 C-2 C-2 C-2 C-1 Z-1 C-1 Z-1 C-1 Z-1 ESCALA 1/25 DETALLES DE CIMIENTOS CORTE 1-1 CIMIENTO CORRIDO C:H=1:10+30%P.G. SOBRECIMIENTO C:H = 1:8+25%P.M 1 1 1 1 1 1 1 1 1 1 1 1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 C-2 C-2 C-2 C-2 C-2 C-1 Z-1 C-1 Z-1 C-1 Z-1 1 1 1 1 1 1 1 1 1 1 1 1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1 1 1 1 1 1 1 1 V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C C-1 Z-1 C-1 Z-1 5 5 5 5 5 CORTE 2-2 CIMIENTO CORRIDO C:H=1:10+30%P.G. 5 5 5 5 A B C 4 3 1 6 5 D E A B C D E 2 4 3 1 6 5 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-C 5 0.25 0.25 0.10 1.20 Z-2 0.60 0.60 0.075 0.20 SOLADO 1:10 DETALLE DE ZAPATAS ESCALA 1/25 RELLENO CON MATERIAL PROPIO, NIVELADO Y COMPACTADO Ø 1/4" 1 @ 0.05; 3 @ 0.10 Rto. @ 0.20 c/e. ESCALA 1/25 DETALLES DE ZAPATAS Z-2 (1.20 x 1.20) Z-1 (1.00 x 1.00) 7 Ø 5/8" @ 0.20 7 Ø 5/8" @ 0.20 C-2 C-1 h=0.60 h=0.60 6 Ø 5/8" @ 0.20 6 Ø 5/8" @ 0.20 5 5 5 VIGA DE CIMENTACION F`c= 175 Kg/cm2 VIGA DE CIMENTACION F`c= 175 Kg/cm2 Si tiene alveolos estos no excederan en 30% del volumen. 0.13 0.24 0.09 Sub Zapatas y Sub Cimientos Concreto Ciclopeo: c:h 1:12 +30%P.G. Cimientos corridos : Concreto Ciclopeo: c:h 1:10 +30%P.G. Sobrecimiento corrido : Concreto Ciclopeo: c:h 1: 8 +25%P.M. Zapatas y Vigas de Cimentacion: Concreto f'c=210 kg/cm² Columnas, vigas y losa aligerada y escalera: Concreto f'c=210kg/cm² Acero fy= 4200 kg /cm² Terreno : Rt 1.21 kg/cm² Df = 1.20m Cemento Tipo MS en Cimentacion Aligerado h=20m s/c=300 kg/m² y 400 kg/m² Enlucido cielo raso y piso terminado; 100kg/m² ESPECIFICACIONES GENERALES Reglamento Nacional de Construcciones Normas Peruanas de Diseño Sismorresistente Normas Tecnicas E-060, E-070 UNIDAD DE ALBAÑILERIA INDICADAS: Todas las unidades de albañileria de los muros se fabricaran con las dimensiones minimas indicadas en este plano, podran ser de concreto, arcilla o silico calcareo, deberan clasificar como minimo con el Tipo IV de la norma itintec correspondiente. ESFUERZOS CARGAS MUERTAS REGLAMENTOS ALBAÑILERIA RECUBRIMIENTOS MORTERO: 1:4 ( CEMENTO - ARENA GRUESA) ALBAÑILERIA: f´´m = 45 kg/cm2 Zapatas: 7.50cm Columnas C-1; C-2; 3.00cm Columnas C-A 2.50cm VC-1: 2.50cm VC-2: 3.00cm Cimentacion: 7.50cm 0.25 PISO TIPO CUADRO DE COLUMNAS ESCALA 1/25 1º NIVEL DESCRIPCION C-2 C-1 (0.25x0.30) Ø 1/4" 1 @ 0.05; 3 @ 0.10 Rto. @ 0.20 c/e. 2Ø 3/8" 0.30 2Ø 1/2" 2Ø 1/2" (0.25x0.25) 4 Ø 1/2" + 2 Ø 3/8" 6 Ø 1/2" Ø 1/4" 1 @ 0.05; 3 @ 0.10 Rto. @ 0.20 c/e. TIPO CUADRO DE VIGAS ESCALA 1/25 NIVEL DESCRIPCION V-A V100 (0.25x0.40) Ø 1/4" 1 @ 0.05; 3 @ 0.10 Rto. @ 0.20 c/e. 4Ø 1/2" 3Ø 1/2" (0.20x0.20) 4Ø 1/2" 7 Ø 1/2" 4Ø 1/2" Ø 1/4" 1 @ 0.05; 3@0.10 Rto. @ 0.20 c/e. 5 5 5 5 0.25 2Ø 1/2" 0.30 2Ø 1/2" 2Ø 1/2" r r 45° a r DETALLES DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS S/E DETALLES DE REFUERZO HORIZONTAL L L TRASLAPES Y EMPALMES No se permitiran empalmes del refuerzo superior (negativo) en una longitud de 1/ 4 de luz de la losa o viga a cada lado de la columna o apoyo. Los empalmes L se ubicaran en el tercio central. No se empalmaran mas del 50% de la armadura en una misma seccion. LOSAS Y VIGAS EN COLUMNAS 3/8" 40 30 1/2" 50 40 5/8" 60 50 3/4" 80 50 1" 100 90 LOSAS VIGAS (cm) COLUM. (cm) Ø LONGITUD DE DESARROLLO Especificado Especificado 12db S/E LONGITUD DE DESARROLLO PARA GANCHO ESTANDAR, EXTENSION MINIMA, RADIO MINIMO DE DOBLADO PARA BARRAS 3/8" 0.21 0.12 3.0 1/2" 0.28 0.15 4.0 5/8" 0.35 0.20 5.0 3/4" 0.42 0.25 6.0 Ø long.(m) 12 db (m) r (cm) Ø r (cm) a (m) 1/4" 1.3 6.5 3/8" 2.0 10.5 1/2" 2.5 13.0 VC Ø 1/4" 1 @ 0.05; 3 @ 0.10 Rto. @ 0.20 c/e. 2Ø 1/2" 3Ø 1/2" 5 Ø 1/2" 5 5 0.25 0.30 0.20 0.25 0.10 C-3 Ø 1/4" 1 @ 0.05; 3 @ 0.10 Rto. @ 0.20 c/e. 4 Ø 1/2" + 2 Ø 3/8" 2Ø 3/8" 2Ø 1/2" 2Ø 1/2" C-3 C-3 Z-1 Z-1 C-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 C-2 C-2 C-2 C-2 C-2 C-1 Z-1 C-1 Z-1 C-1 Z-1 1 1 1 1 1 1 1 1 1 1 1 1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 1 1 1 1 2 2 1 1 1 1 2 2 2 2 1 1 1 1 1 1 1 1 V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C C-1 Z-1 C-1 Z-1 A B C 4 3 1 6 5 D E A B C D E 2 4 3 1 6 5 2 5 5 5 5 5 2.30 5 5 5 5 5 5 5 5 5 5 5 5 V-C Z-1 A B C 4 3 1 6 5 D E A B C D E 2 4 3 1 6 5 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-100 1 5 ALIGERADO 1º PISO Esc: 1/75 A B C 4 6 5 D E A B C D E 4 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-100 1 5 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 ALIGERADO 2º PISO Esc: 1/75 2doTRAMO ESC:1/25 Ø 3/8" @ .25 Ø 1/2" @ .25 5 5 5 Ø 3/8" @ .25 Ø 3/8" @ .25 5 Ø 3/8" @ .25 DETALLES DE ESCALERA 3 3 3 3 CORTE 3-3 CIMIENTO CORRIDO C:H=1:10+30%P.G. SOBRECIMIENTO C:H = 1:8+25%P.M 5 5 5 5 5 EPSON 14 01 02 03 04 05 06 07 08 09 11 12 13 14 15 16 12 13 15 17 19 18 20 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 17 18 19 20 16 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 ALMACEN OFICINA PRINCIPAL DEPOSITO OFICINA 01 OFICINA 02 COCINA LAVAN. SALA - COMEDOR DORMIT. 01 DORMIT. 02 SS.HH. SALA - COMEDOR SALA - COMEDOR COCINA COCINA DORMIT. 02 DORMIT. 02 DORMIT. 01 DORMIT. 01 SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. HALL DISTRIBUIDOR LAVAN. LAVAN. V-2 0.60 2.90 2.10 V-2 0.60 2.90 2.10 V-2 0.60 2.90 2.50 V-2 1.20 1.40 1.60 V-3 1.20 1.60 2.00 V-3 1.20 1.60 2.00 V-3 1.20 1.60 2.00 V-3 1.20 1.60 2.00 V-3 1.20 1.60 2.00 V-3 1.20 1.25 2.00 V-3 1.20 1.25 2.00 V-3 1.20 1.25 2.00 V-3 1.20 1.25 2.00 V-3 1.20 1.25 2.00 V-3 1.20 1.60 2.00 V-1 1.20 1.25 3.00 V-1 1.20 1.60 3.00 V-2 1.20 1.25 2.50 V-4 1.20 1.25 1.85 V-1 1.20 1.25 3.00 V-5 1.20 1.25 1.50 V-5 1.20 1.25 1.50 V-4 1.20 1.25 1.85 V-6 1.20 1.25 1.40 V-7 1.20 1.25 1.20 V-7 1.20 1.25 1.20 V-7 1.20 1.60 1.20 V-7 1.20 1.60 1.20 V-7 1.20 1.25 1.20 VA-1 1.95 0.50 0.80 VA-1 1.95 0.50 0.80 VA-1 1.95 0.50 0.80 VA-1 1.95 0.50 0.80 VA-1 1.95 0.50 0.80 VA-1 1.95 0.50 0.80 VA-2 2.10 0.50 0.80 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 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 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 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 1.00 5 5 5 5 5 5 5 5 5 5 2.00 5 5 5 5 5 A A A A A A A A A A A A A A A A A A 10 11 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5 SS.HH. PRIMER PISO SEGUNDO PISO TERCER PISO V-100 38 39 40 41 42 43 44 45 46 47 48 49 50 AZOTEA A A A A A A V-A C-1 C-1 C-1 C-1 Z-1 2 2 2 2 V-100 C-1 C-1 4 3 6 5 A B C D E 5 5 5 5 5 5 5 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-100 V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-100 1 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 ALIGERADO 3º PISO Esc: 1/75 V-100 C-1 C-1 V-A V-100 1 Ø 1/2" V-100 5 5 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" CIMENTACION ESC:1/75 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1:25 DETALLE DE CISTERNA (CAP. 5.0 m3 ) 5 5 TAPA DE INSPECCION de concreto + aislante DE 0.60x0.60 d 3/8"@ 0.20 d 1/2" @ .0.15 (CRUZADO) d 1/2" @ .0.15 (CRUZADO) 5 5 5 5 d 1/2" @ .0.15 (CRUZADO) d 1/2" @ .0.15 (CRUZADO) \U+2205 1/2" @ .0.15 (CRUZADO) d 1/2" @ .0.15 (CRUZADO) d 1/2" @ .0.15 (CRUZADO) d 1/2" @ .0.15 (CRUZADO) SEGUNDO TRAMO 1 d 1/2"@ 0.20 m. 1 d 1/2"@ 0.25 m. 5 5 11 10 9 8 12 13 14 15 16 5 5 5 1 d1/2"@ 0.20m. 1 d3/8"@ 0.25 m. 5 5 1 d3/8"@ 0.25 m. LOSA MACIZA 1 2 3 4 5 6 7 8 9 +0.10 N.F.P NIV. -1.20 -1.00 N.F.P 5 VB ± 0.00 N.N.T CONCRETO CICLOPEO ( MAXIMO 6" ) DOSIF. 1:10+30% P.G CIMIENTO TIERRA APISONADA Y COMPACTADA PRIMER TRAMO ( Escala 1:25 ) DETALLE DE ESCALERA TIPICA EN "U" 5 5 5 5 1 d1/2" @ 0.20 m. 1 d1/2" @ 0.20 m. 1 d3/8"@ 0.25 m. 1 d3/8"@ 0.25 m. 1 d1/2" @ 0.20 m. 1 d1/2" @ 0.20 m. 1 d1/2" @ 0.20 m. 5 5 5 PRIMER TRAMO 1 2 3 4 5 6 7 8 VB 5 5 5 5 1 d 1/2"@ 0.20 1 d 3/8"@ 0.25 .125 1 d 1/2"@ 0.20 1 d 3/8"@ 0.20 1 d 3/8"@ 0.25 5 5 NF CISTERNA= -2.45 m d 1/2" @ 0.15 d 1/2" @ 0.15 5 ESCALA : 1:25 DETALLE DE TECHO DE CISTERNA d 1/2" @ .0.15 (CRUZADO) d 1/2" @ .0.15 (CRUZADO) 1 d 3/8"@ 0.25 1 d 1/2"@ 0.20 1 d 3/8"@ 0.25 1 d 1/2"@ 0.20 PROY. DE TAPA DE CISTERNA LOSA MACIZA VB 1 d3/8" @ 0.20 m. LOSA MACIZA 1 d 3/8"@ 0.20 9 AL MEDIO NIVEL Junta de 1cm a modo bruña para absorver dilataciones 5 5 5 CISTERNA 4.0 M3 VER DETALLE Cimentacion Ø 1/2" @ .20 Ø 1/2" @ .20 Ø 3/8" @ .20 5 N.P.T. + 0.00 5 Ø 1/2" @ .20 Ø 3/8" @ .20 Ø 3/8" @ .20 DETALLES DE ESCALERA 1 BAÑO SOLO PARA DORMITORIO CORRER MURO DE BAÑO Y AMPLIAR CUARTO Y ANULARE BAÑOI 5 5 5 5 Ø 1/2" @ .20 Ø 1/2" @ .20 Ø 3/8" @ .20 Ø 3/8" @ .20 Ø 1/2" @ .20 Ø 1/2" @ .20 Ø 3/8" @ .20 Ø 3/8" @ .20 DETALLES DE ESCALERA 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 de escalera 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 V-100 V-100 V-100 V-100 V-A V-A V-A V-A V-A 1 2 5 5 3 3 1 2 5 5 1 2 5 5 A B C D E 4 6 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" V-100 V-100 V-100 V-100 V-A V-A V-A V-A V-A 3 1 2 5 5 Cimentacion 5 de escalera Ø 1/2" @ .20 Ø 3/8" @ .20 5 Ø 1/2" @ .20 Ø 3/8" @ .20 5 5 Ø 1/2" @ .20 Ø 1/2" @ .20 Ø 1/2" @ .20 5 Ø 1/2" @ .20 Ø 1/2" @ .20 Ø 3/8" @ .20 Ø 3/8" @ .20 V-A 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 P1. 1.00 X 2.40 COCINA LAVAN. SALA - COMEDOR DORMIT. 01 DORMIT. 02 SS.HH. SALA - COMEDOR SALA - COMEDOR COCINA COCINA DORMIT. 02 DORMIT. 02 DORMIT. 01 DORMIT. 01 SS.HH. SS.HH. SS.HH. HALL DISTRIBUIDOR LAVAN. LAVAN. V-3 1.00 1.25 2.00 V-3 1.00 1.25 2.00 V-3 1.20 1.25 2.00 V-3 1.20 1.25 2.00 V-3 1.20 1.25 2.00 V-1 1.00 1.25 3.00 V-2 1.20 1.25 2.50 V-1 1.20 1.25 3.00 V-5 1.20 1.25 1.50 V-5 1.20 1.25 1.00 V-4 1.20 1.25 1.85 V-6 1.20 1.25 1.40 V-7 1.20 1.25 1.20 V-7 1.00 1.25 1.20 VA-1 1.75 0.50 0.80 VA-1 1.95 0.50 0.80 VA-1 1.95 0.50 0.80 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 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 A A A A A A 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5 TERCER PISO ESC=1/75 5 5 VESTIDOR PRINCIPAL 5 V-3 1.00 1.25 2.00 V-3 1.00 1.25 2.00 VA-1 1.75 0.50 0.80 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ducto escalera 1 ducto escalera 2 ducto escalera 3 SEGUNDO TRAMO PRIMER TRAMO DETALLES DE ESCALERA 3 PRIMER TRAMO SEGUNDO TRAMO VIGA DE CIMENTACION 5

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, details, dwelling unit, DWG, FOUNDATION, full, haus, home, house, logement, maison, plan, plants, Project, residên, residence, trade, unidade de moradia, villa, wohnung, wohnung einheit