Structural Details DWG Detail for AutoCAD

Structural Details DWG Detail for AutoCAD

MULTIFAMILY 5 LEVELS; SPECIALITY STRUCTURES;CONTAIN SLAB PLANde;FOUNDATIONS; COLUMNS AND BEAMS; DETAILED.

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

indicated in plan, indicated in plan, indicated in plan, sep. sis., sep. sis., sep. sis., max., bedroom, kitchen, lav., terrace, living room, dinning room, hall, entry, hall, parking lot, garden, study, nfp., rto. from, foundation beam, cut, column table, section, kind, stirrups, foundation detail, foundation details, scale, stairway detail, scale, each layer, each layer, each layer, section, each layer, section, each layer, each layer, ext. horiz., beam, corridos double, reinforced foundation shoes …………………………………….:, overcrowding …………………………….:, steel grade rods, astm, conncrete armed:, of reinforcement:, footings foundation beams ………………………………………. (I.e., beams slabs, walls in container contact …………………………………..:, plates beams ………………………………………… (I.e., slabs …………………………………………. ………………………………….:, type of foundation: shoe blocks, connected with reinforced beams, support layer ground uniform sand, rx ry, maximum displacements:, structured structural system xx, seismoresistentes:, and behaved, seismic force parameters, roof xx and y, of mezzanines, number of floors:, ceramic brick of alveoli in walls of the, floor walls of perimeter enclosure of the building, brick tambourine type maquianado in dividing partitions., the seat mortar will be cement sand, will be wired every second, indications of horizontal reinforcement of walls, reinforced foundation …………………………………..:, stairs…………………………………………. …………………………..:, depth:, rectangular square shoes ………………………. df, foundations armed ……………………………………… df, design parameters for foundation:, permissible pressure:, for square foundations ………………………………., for running foundations …………………………………., differential settlement ………………………………………… (I.e., type of soil:, uniform, classification:, period of vibration:, the soil has moderate amount of total soluble salts, soil aggressiveness:, it is recommended to use portland cement type in all, recommendations:, concrete casting reference, structural cistern detail, scale, sole, each layer, 1 st floor plan, niv slab of cistern, cut, losa sup. tank, niv max. of water, each layer, each layer, scale, upper tank slab, anchor detail of, typical beam armor, splicing detail, plant, plant, covering, specified, license plate, in columns beams, bending detail of stirrups, sup, slab beam, vertical reinforcement splicing, as the maximum of the reinforcement, alternating splices in, in columns plates, different floors splicing, splicing length for beams slabs, typical for all cases, anyone, inf., sup, values ​​of, wires, column, overcoming, horizontal reinforcement, in supporting walls, each row, typical lightened detail, ast. temperature, each layer, dimension indicated in plan, scale, detail of anchorage zapata, covering, nfz, dimensions indicated in plan, eccentric cabbage

Raw text data extracted from CAD file:

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Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;Junta Sep. 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Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;Junta Sep. Sis. e=0.025 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;1.50 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.85 \A1;0.65 \A1;0.15 \A1;Junta Sep. Sis. e=0.025 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;1.20 \A1;1.20 \A1;1.10 \A1;3.40 \A1;1.20 \A1;3.40 \A1;3.10 \A1;1.10 \A1;1.40 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.03 \A1;0.16 \A1;0.15 \A1;2.40 \A1;0.15 \A1;1.50 \A1;0.40 \A1;1.20 \A1;0.25 \A1;0.30 \A1;1.10 \A1;Sep. Max. e=1" \A1;0.60 \A1;0.25 \A1;0.30 \A1;0.80 \A1;0.10 \A1;0.50 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.71 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.71 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.71 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;2.00 \A1;2.95 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.10 \A1;2.33 \A1;2.90 \A1;0.30 \A1;0.30 \A1;2.90 \A1;0.30 \A1;4.55 \A1;0.30 \A1;2.85 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.20 \A1;2.50 \A1;4.30 \A1;3.40 \A1;3.10 \A1;1.80 \A1;1.50 \A1;3.40 \A1;3.40 \A1;3.10 \A1;1.80 \A1;2.30 \A1;0.50 \A1;0.40 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.25 DORMITORIO DORMITORIO COCINA LAV. SH TERRAZA SALA COMEDOR SH HALL INGRESO HALL ESTACIONAMIENTO 01 ESTACIONAMIENTO 02 JARDIN JARDIN ESTUDIO NFP. +0.10 NFP. +0.10 NFP. +0.10 s ; ø 3/8"; 1@.05,4 @ .10, Rto. @ .25 de C/E 5 VIGA DE CIMENTACION NFP=+ 0.10 8 ø 5/8" <> 5 NFC.-0.80 5 Corte : k (.30x.50) 5 (.30x.15) C9 CUADRO DE COLUMNAS SECCION TIPO C4 C10 (SEC. IND.) (.15x.65) ESTRIBOS Ø (ø 0.30) C6 C8 NFC.-0.90 5 DETALLE DE CIMENTACION NFP=+0.10 5 DETALLES DE CIMIENTOS ESCALA 1/25 5 5 ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ (.30x.30) C1 (1.00x.25) DETALLE DE ESCALERA E-1 S/C=500Kg/cm2 ESCALA 1/25 NFP=+0.10 5 <> (Tipico) 5 5 cada capa 8 ø 3/8" ø 3/8" @ .25 e=0.15m 8 ø 3/8" cada capa ø 3/8" @ .25 5 <> (Tipico) cada capa <>(Tipico) 1º TRAMO 5 5 5 5 5 5 cada capa 2º,4ºy 6º TRAMO 5 cada capa ø 3/8" @ .25 5 8 ø 3/8" cada capa 5 8 ø 3/8" e=0.15m ø 3/8" @ .25 ext. .30 horiz. ø 3/8" @ .20 VIGA VE(.15x.40) s 6 ø 1/2" Corridos Doblan C3 (.25x.50) 8 ø 3/4" 8 ø 5/8" 5 5 ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ 2 8 ø 5/8" ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ 8 ø 5/8" + 6 ø 1/2" ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ 2 ZAPATAS Y CIMENTACION ARMADA...........................................: 7.5cm - SOBRECIMIENTOS ARMADO..................................: f'c= 210 Kg/cm2 - VARILLAS ACERO GRADO 60 ASTM A-615.........................................................: fy=4,200Kg/cm2 E S P E C I F I C A C I O N E S T E C N I C A S 3.-RECUBRIMIENTOS: CONNCRETO ARMADO: 2.-ACERO DE REFUERZO: - ZAPATAS VIGAS DE CIMENTACION....................................................... - PLACAS, COLUMNAS, VIGAS y LOSAS................: f'c= 210 Kg/cm2 MUROS EN CONTACTO CONTERRENO.........................................: 4.0cm COLUMNAS, PLACAS Y VIGAS....................................................: 4.0cm LOSAS.........................................................................................: 2.0cm * TIPO DE CIMENTACION: ZAPATAS AISLADAS, ZAPATAS EXCENTRICAS, 5.-CIMENTACION: CONECTADAS CON VIGAS DE CIMENTACION, SOBRECIMIENTOS ARMADOS * ESTRATO DE APOYO : SUELO (SP) ARENA UNIFORME AZOTEA........................................................................................150Kg/m2 6.-SOBRECARGAS: 1º,2º,3º,4º, y 5º PISO..................................................................200Kg/m2 Z= 0.4, u= 1.0, S= 1.4, C=2.5, Tp= 0.9Seg, Rx = Ry =6.00 * DESPLAZAMIENTOS MAXIMOS: * SISTEMA ESTRUCTURAL XX = APORTICADO 7.-CONSIDERACIONES SISMORESISTENTES: YY = APORTICADO * PARAMETROS DE FUERZA SISMICA . AZOTEA XX = 3.10cm YY = 2.85cm . RELATIVOS DE ENTREPISOS XX=0.38cm YY=0.44cm . Nº DE PISOS: 05 * SE USARA LADRILLO CERAMICO DE 18 ALVEOLOS EN MUROS DEL 4.-ALBAÑILERIA: 1º PISO Y MUROS DE CERRAMIENTO PERIMETRAL DE LA EDIFICACION * LADRILLO PANDERETA DEL TIPO MAQUIANADO EN TABIQUES DIVISORIOS. * EL MORTERO DE ASIENTO SERA 1:4 CEMENTO - ARENA * SE COLOCARAN 2 ALAMBRES # 8 CADA 3 HILADAS, SEGUN INDICACIONES DE REFUERZO HORIZONTAL DE MUROS Y X Y CIMENTACION ARMADA.........................................: f'c= 210 Kg/cm2 ESCALERAS.................................................................................: 2.0cm PROFUNDIDAD: ZAPATAS CUADRADAS Y RECTANGULARES............................df = -1.50 CIMIENTOS CORRIDOS ARMADOS.............................................df = -1.30 * PARAMETROS DE DISEÑO PARA LA CIMENTACION: PRESION ADMISIBLE: PARA CIMIENTOS CUADRADOS..................................... t = 0.71Kg/cm2 PARA CIMIENTOS CORRIDOS........................................ t = 0.73Kg/cm2 ASENTAMIENTO DIFERENCIAL......................................................... 1.88cm TIPO DE SUELO: UNIFORME CLASIFICACION: SP PERIODO DE VIBRACION: 0.90Seg. EL SUELO POSEE MODERADA CANTIDAD DE SALES SOLUBLES TOTALES * AGRESIVIDAD DEL SUELO: (SST=0.21% a 2100 PPM) SE RECOMIENDA UTILIZAR CEMENTO PORTLAND TIPO V EN TODO LO * RECOMENDACIONES: REFERENTE A VACIADO DE CONCRETO DETALLE ESTRUCTURAL DE CISTERNA ESCALA 1/25 CAP.= 5.40 m3 Solado 1: 10 cada capa ø 3/8"@ 0.25 NFC.-2.55 øs Indicados en Planta øs Indicados en Planta NIV. LOSA DE CISTERNA + 0.10 CORTE A - A LOSA SUP. CISTERNA NIV. MAX. DE AGUA 5 cada capa ø 3/8"@ 0.25 ø 3/8"@ 0.25 cada capa 5 5 5 5 5 5 5 ESCALA 1/25 h= 0.15 m LOSA SUPERIOR DE CISTERNA A B' .30 DETALLE DE ANCLAJE DE .30 ARMADURA DE VIGAS ( TIPICO ) L/6 L/6 2L/3 DETALLE DE EMPALME .30 h Ie .30 B' .30 .30 PLANTA B (Encuentro en "t") PLANTA B (En Esquina) r(cm.) d a(cm.) r RECUBRIMIENTO ESPECIFICADO 45° a 45° r 1/2" 1/4" 3/8" 2.5 1.3 2.0 6.5 10.0 13.0 r r o PLACA a EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS d DE COLUMNA, L/3 L/3 L L/4 ø SUP. L/3 m m L/4 L/4 VIGA y/o LOSA L/4 EMPALME DE REFUERZO VERTICAL COMO MAXIMO 50% DEL REFUERZO NOTA.- ALTERNAR LOS EMPALMES EN EN COLUMNAS Y PLACAS DIFERENTES PISOS Y EMPALMAR Le(m) .45 .40 1/2" 3/8" d LONGITUD DE EMPALME PARA VIGAS O LOSAS ( TIPICO PARA TODOS LOS CASOS ) F'c= 210 Kg/Cm2 h= CUALQUIERA 0.70 0.55 0.50 d INF. d F'c= 210 Kg/Cm2 h< 0.30 0.55 0.50 0.70 0.80 0.95 0.50 F'c= 210 Kg/Cm2 h> 0.30 d SUP. 3/8" 5/8" 1/2" VALORES DE m \A1;.10 2 Alambres # 8 Ø de columna SOBRECIMIENTO REFUERZO HORIZONTAL EN MUROS PORTANTES cada 3 hiladas 0.45 0.45 DETALLE TIPICO DE ALIGERADO ø 1/4" @ .25 Ast. Tempèratura 5 <> 5 5 5 5 ø 3/8"@ 0.25 cada capa DIMENSION INDICADA EN PLANTA 5 5 4 ø 3/8" ø 1/4"; 1@.05 .25 de C/E 5 ESCALA 1/25 DETALLE DE ANCLAJE ZAPATA 5 5 3@ .15, Rto.@ .25, de C/Extr. s; ø3/8",1@0.05, 7@0.10, e=4cm Recubrimiento N.F.P.+0.10 NFZ -1.50 5 t 5 Dimensiones indicadas en Planta ø3/8"@ .20 EXCENTRICA DE COLUMNA Y ZAPATA f'c=210kg/cm2 5 øs Indicados en Planta 5 ESCALA 1/25 DETALLE DE ANCLAJE ZAPATA 5 5 3@ .15, Rto.@ .25, de C/Extr. s; ø3/8",1@0.05, 7@0.10, NFZ -1.50 øs Indicados en planta 5 Dimensiones indicadas en Planta CENTRAL DE COLUMNA Y ZAPATA f'c=210kg/cm2 5 e=4cm Recubrimiento t 5 5 ø3/8"@ .20 Corte: k (.30x.50) Viga de Cimentacion Niv.=±0.00 5 5 NFC.-1.30 5 CC - 1 NFP=+0.10 Niv.=±0.00 5 5 <> <> 5 5 <> <> 5 D=.30 Zuncho tipo espiral ø 3/8" e = .10 6 ø 5/8" D=.30 Zuncho tipo espiral ø 3/8" e = .10 8 ø 5/8" SOLO 1ºPISO DEL 2º AL 5º PISO C5 (.25x.575) + 5 5 ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ 2 5 5 5 5 10 ø 5/8" 5 5 8 ø 5/8" ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ 5 5 5 5 5 PLACA P-1 (SECC. INDIC.) C2 C3 C4 C5 C6 C2 C2 C7 C7 C1 C1 C1 C1 C8 C1 C1 C1 PLACA P-1 C9 C9 C9 C9 C9 C9 C9 C9 CIMENTACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> A B C E G H I A C D F G H I 2 5 6 1 3 1 6 4 5 5 5 2º,4º,TRAMO 5 5 cada capa 5 8 ø 3/8" cada capa e=0.15m ø 3/8" @ .25 5 5 2ø1/2" cada capa ø 3/8" @ .25 5 5 8 ø 3/8" 5 5 5 ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ (.30x.30) C2 6 ø 5/8" 3 ø 5/8" 4 ø 1/2" 3 ø 5/8" 6 ø 5/8" 4 ø 1/2" 5 5 5 5 COLUMNA C-7 SOLO 1º PISO DEL 2º AL 5º PISO ø 3/8" @.25 cada capa ø 3/8" @.25 cada capa + 8 ø 3/8" 6 ø 1/2" 5 5 SOLO 1º PISO ø 3/8" @.25 cada capa ø 3/8" @.25 cada capa 5 6 ø 5/8" ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ COL. C-10 COL. C-1 COL. C-1 COL. C-11 5 5 6 ø 1/2" ø 3/8"; 1@.05 .25 de C/E 6 @.10, Rto.@ C11 (.15x.40) 5 ø 1/4" @.25 3 ø 5/8" 3 ø 5/8" 4 ø 5/8" 13 ø 5/8" 6 ø 5/8" N.F.Z=-1.50 H=0.50 N.F.Z=-1.50 H=0.60 5 5 5 11 ø 5/8" 13 ø 5/8" 9 ø 5/8" 9 ø 5/8" 5 12 ø 5/8" 6 ø 5/8" 5 Z-1 Z-2 Z-3 Z-4 N.F.Z=-1.50 H=0.60 N.F.Z=-1.50 H=0.60 15 ø 5/8" 9 ø 5/8" 5 Z-5 N.F.Z=-1.50 H=0.60 5 20 ø 5/8" SUP. 20 ø 5/8" INF. 20 ø 5/8" SUP. 20 ø 5/8" INF. C10 C1 Z-6 5 16 ø 5/8" 12 ø 5/8" Z-7 N.F.Z=-1.50 H=0.60 16 ø 5/8" 5 ø 5/8" N.F.Z=-1.50 H=0.50 5 Z-10 5 16 ø 5/8" 16 ø 5/8" N.F.Z=-1.50 H=0.60 Z-9 16 ø 5/8" 5 ø 5/8" N.F.Z=-1.50 H=0.60 5 5 Z-8 16 ø 5/8" 5 ø 5/8" N.F.Z=-1.50 H=0.60 Z-13 5 12 ø 5/8" 16 ø 5/8" 16 ø 5/8" 5 ø 5/8" N.F.Z=-1.50 H=0.60 5 Z-11 N.F.Z=-1.50 H=0.60 Z-12 5 5 9 ø 5/8" 7 ø 5/8" 8 ø 5/8" 8 ø 5/8" 5 5 k k k k k k k k k k k CC-2 CC-2 CC-2 CC - 1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC - 1 CC-1 CISTERNA Cap.= 5.40m3 5 5 5 5 5 5 5 5 5 5 5 k 5 5 CC-1 5 ø 3/8" @ .25 2 ø 1/2" 2 ø 1/2" ø 3/8"; @.25 5 5 5 ø 3/8" @ .25 ø 3/8" @ .25 SOLADO 1:10 Solado 1:10 4 ø 5/8" 4 ø 5/8" TIPICA PARA TABIQUES DIVISORIOS CC - 2 C5 PLACA P-1 C10 C1 0.60 X 0.60 INSPECCION TAPA DE SANITARIA 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" ø 3/8"@ .25 INF. ø 3/8"@ .25 SUP. ø 3/8"@ .25 INF. ø 3/8"@ .25 SUP. 5 5 5 5 5 5 5 5 Corte: k (.30x.50) Viga de Cimentacion SOLADO 1:10 RESIDENCIAL "LOS SAUCES " PROPIETARIO : DIRECCION : PLANOS : DISTRITO : PROVINCIA : ESPECIALIDAD : PROFESIONAL : ESCALA : LAMINA : CIMENTACION Y DETALLES ESTRUCTURAS FECHA : CAD : 1/50 FEBRERO 2009 E-1 5 5 VIGA V-101=V-201=V-301=V401 y V-501 (0.25 x 0.40) 5 5 2 ø 5/8" 5 5 ø 3/8" 1@ .05, 6@ .10, Rto.@ .25, de C/Extr. s CORTE : 1 - 1 5 1 ø 5/8" 5 1 ø 5/8" 1 ø 5/8" 5 <> (TIPICO) 2 ø 5/8" 1 1 5 1 ø 5/8" ø 3/8" @ .20 s 5 5 5 VIGA V-102=V-202=V-302=V402 y V-502 (0.25 x 0.40) 5 5 3 ø 5/8" ø 3/8" 1@ .05, 6@ .10, Rto.@ .25, de C/Extr. s 5 <> (TIPICO) <> (TIPICO) 3 ø 5/8" 2 2 CORTE : 2 - 2 5 5 5 VIGA V-103=V-203=V-303=V403 y V-503 (0.25 x 0.40) 5 5 3 ø 5/8" ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s 5 <> (TIPICO) <> (TIPICO) 3 ø 5/8" 3 3 CORTE : 3 - 3 5 5 5 5 5 5 2 ø 5/8" 1 ø 5/8" 5 1 ø 5/8" VIGA V-104=V404 y V-504 (0.25 x 0.40) 5 5 3 ø 3/4" ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s 5 <> (TIPICO) <> (TIPICO) 3 ø 3/4" 4 4 CORTE : 4 - 4 5 5 5 5 2 ø 3/4" 5 1 ø 3/4" 5 5 5 5 5 5 ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s 3 ø 3/4" 3 ø 3/4" 5 ø 3/8" @ .10 s Sep. Max. e=1" VIGA V-105=V-205=V-305=V405 y V-505 (0.25 x 0.40) 5 5 ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s 5 <> (TIPICO) 3 ø 5/8" 5 5 CORTE : 5 - 5 5 5 5 5 5 5 5 ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s 3 ø 5/8" 5 5 5 5 ø 3/8" @ .20 s 5 5 ø 3/8" @ .25 cada capa cada capa 8 ø 3/8" 5 A C7 5 5 5 NFC.-0.80 RESIDENCIAL "LOS SAUCES " PROPIETARIO : DIRECCION : PLANOS : DISTRITO : PROVINCIA : ESPECIALIDAD : PROFESIONAL : ESCALA : LAMINA : LOSAS ALIGERADAS ESTRUCTURAS FECHA : CAD : 1/50 FEBRERO 2009 E-2 LOSA ALIGERADA 1º PISO FLAT LOSA ALIGERADA 2º Y 3º PISO FLAT TIPICO LOSA ALIGERADA 4º PISO (DUPLEX ) LOSA ALIGERADA 5º PISO (DUPLEX ) LOSA EN AZOTEA 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 øs DE ESCALERA E-1 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 1/2" 5 5 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" øs DE ESCALERA E-1 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 1/2" 5 5 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 5 5 1 ø 3/8" 5 1 ø 3/8" 1 ø 1/2" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 5 5 5 ø 3/8" @.25 ø 3/8" @.25 øs DE ESCALERA E-2 ø 3/8" @.25 ø 3/8" @.25 ø 3/8" @.25 øs DE ESCALERA E-2 ø 3/8" @.25 ø 3/8" @.25 5 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 ø 3/8" @.25 ø 3/8" @.25 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 5 5 1 ø 3/8" 5 1 ø 3/8" 1 ø 1/2" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 5 1 ø 3/8" øs DE ESCALERA E-2 ø 3/8" @.25 ø 3/8" @.25 øs DE ESCALERA E-2 5 5 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 1/2" 5 1 ø 3/8" 5 ø 3/8" @.25 ø 3/8" @.25 LOSA MACIZA LOSA MACIZA 1 ø 3/8" 5 h=0.20 5 5 ø 3/8" @.20 ø 3/8" @.20 DUCTO VENTILACION PASAN VIGUETAS 5 5 ø 3/8" @.25 ø 3/8" @.25 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 h=0.20 LOSA MACIZA h=0.20 ø 3/8" @.20 ø 3/8" @.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-103 (.25x.40) V-105 (.25x.40) V-101 (.25x.40) V-107 (.25x.40) V-102 (.25x.40) V-107 (.25x.40) V-107 (.25x.40) V-107 (.25x.40) V-104 (.25x.40) V-104 (.25x.40) V-106 (.25x.40) V-108 (.25x.40) 5 5 5 1 ø 1/2" V-109(.25x.40) V-110(.40x.20) C2 C3 C4 C5 C6 C2 C2 C7 C7 C1 C1 C1 C1 C8 C1 C1 C1 PLACA P-1 C9 C9 C9 C9 C9 C9 C9 C9 C9 V-110(.40x.20) V-112(.25x.40) V-112(.25x.40) V-113(.25x.40) V-111(.25x.40) V - 104 2 1 2 2 2 2 V-112(.25x.40) V-112(.25x.40) V-203 (.60x.20) V-205 (.40x.20) V-201 (.25x.40) V-207 (.25x.40) V-202 (.25x.40) V-207 (.25x.40) V-207 (.25x.40) V-207 (.25x.40) V-204 (.25x.40) V-204 (.25x.40) V-206 (.25x.40) V-208 (.25x.40) V-209(.25x.40) V-209(.25x.40) V-215(.25x.20) V-214(.40x.20) V-212(.25x.40) V-213(.25x.40) V-211(.25x.40) V - 204' 1 V-212(.25x.40) V-212(.25x.40) V-205 (.40x.20) DUCTO VENTILACION PASAN VIGUETAS DUCTO VENTILACION PASAN VIGUETAS DUCTO VENTILACION PASAN VIGUETAS DUCTO VENTILACION PASAN VIGUETAS V-208(.25x.40) V-208 (.25x.40) V-503 (.60x.20) V-505 (.25x.40) V-501 (.25x.40) V-507 (.25x.40) V-502 (.25x.40) V-507 (.25x.40) V-507 (.25x.40) V-504(.25x.40) V-504 (.25x.40) V-506 (.25x.40) V-508 (.25x.40) V-309(.25x.40) V-514(.25x.40) V-512(.25x.40) V-512(.25x.40) V-513(.25x.40) V-504 (.25x.40) 3 V-512(.25x.40) V-512(.25x.40) V-516 3 V-508(.25x.40) V-515 (.25x.20) 1 V-508 (.25x.40) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-405 (.25x.40) V-401 (.25x.40) V-407 (.25x.40) V-402 (.25x.40) V-407 (.25x.40) V-407 (.25x.40) V-404 (.25x.40) V-404 (.40x.20) V-406 (.25x.40) V-408 (.25x.40) V-409(.25x.40) V-409(.25x.40) V-412(.25x.40) V-412(.25x.40) V-413(.25x.40) V-404 3 V-412(.25x.40) V-412(.25x.40) V-408(.25x.40) V-408 (.25x.40) 3 1 1 (.25x.40) V-415 (.25x.20) V-403 (.60x.20) (.40x.20) 5 5 5 5 NPT.+7.80 ø 3/8" @ .25 c/capa .175 1º TRAMO 7 ø 1/2" e=.15 5 7 ø 1/2" 5 c/capa ø 3/8" @ .25 5 DETALLES DE ESCALERA E-2 ESCALA 1/25 S/C=200Kg/cm2 5 5 5 5 5 NPT.+10.40 ø 3/8" @ .25 c/capa .175 3º TRAMO 7 ø 1/2" e=.15 5 7 ø 1/2" 5 c/capa ø 3/8" @ .25 5 5 5 C2 C3 C4 C5 C6 C2 C2 C7 C7 C1 C1 C1 C1 C8 C1 C1 C1 PLACA P-1 C2 C3 C4 C5 C6 C2 C2 C7 C7 C1 C1 C1 C1 C8 C1 C1 C1 PLACA P-1 ø 3/8" @.25 ø 3/8" @.25 ø 3/8" @.25 ø 3/8" @.25 CL C4 CL C2 C7 CL CL CL CL CL CL CL CL CL CL-2 CL-2 CL-2 CL-2 CL-1 CL CL CL CL CL CL C2 C3 C4 C5 C6 C2 C2 C7 C7 C1 C1 C1 C1 C8 C1 C1 C1 PLACA P-1 CL CL CL-2 CL-2 CL-1 CL CL CL CL 4 4 5 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 5 5 5 5 5 5 5 6 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 1 2 3 4 5 3 4 2 1 6 5 2 3 4 1 LOSA h=0.20 MACIZA PROY. DE T.E. V-108(.25x.40) VIGA V-106=V-206=V-306=V406 y V-506 (0.25 x 0.40) 5 5 3 ø 5/8" ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s 5 <> (TIPICO) 3 ø 5/8" 6 6 CORTE : 6 - 6 5 5 5 <> (TIPICO) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 ø 1/2" 5 5 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" 5 5 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" 5 5 1 ø 1/2" ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s 2 ø 5/8" 5 2 ø 5/8" 5 2 ø 5/8" ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 6@ .10, 3@ .15, s Rto.@ .25, de C/Extr. VIGA V-107=V-207=V-307=V407 y V-507 (0.25 x 0.40) 7 7 CORTE : 7 - 7 5 5 5 5 5 5 0.10 V-108=V-208=V-308=V-408 s ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 6 d 5/8" V-508 (0.25 x 0.40) corridos doblan extr .30 Horiz. 5 5 V-110=V-210=V-310=V-410 s ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 6 d 5/8" V-510 (0.40 x 0.20) corridos doblan extr .30 Horiz. 5 5 5 V-109=V-209=V-309=V-409 s ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 6 d 5/8" V-509 (0.25 x 0.40) corridos doblan extr .30 Horiz. 5 5 5 V-111=V-211=V-311 s ø 3/8" 1@ .05, 6@ .10 Rto.@ .25, de C/Extr. 8 d 5/8" (0.25 x 0.40) corridos doblan extr .30 Horiz. 5 5 5 V-112=V-212=V-312 s ø 3/8" 1@ .05, 6@ .10 Rto.@ .25, de C/Extr. 8 d 5/8" V-412=V-512(0.25 x 0.40) corridos doblan extr .30 Horiz. 5 5 5 V-113=V-213=V-313=V-413 s ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 5/8" + 2 d 5/8" V-513 (0.25 x 0.40) corridos doblan extr .30 Horiz. 2 ø 1/2" 5 5 CORTE: 1 (.15x.40) s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25 4 ø 5/8" 5 5 CORTE: 2 (.15x.30) s ø 1/4" @ .20 4 ø 3/8" 5 V-203=V-303=V-403=V-503 s ø 3/8" 1@ .05, 8@ .10, 4@ .15, Rto.@ .25, de C/Extr. 10 d 3/4" (0.60 x 0.20) 5 V-205=V-305 (0.40 x 0.20) s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. 8 d 3/4" 5 V-214=V-314 (0.40 x 0.20) s ø 3/8" 1@ .05, 8@ .10, 4@ .15, Rto.@ .25, de C/Extr. 4 d 3/4" + 4 ø 5/8" 5 4 ø 5/8" 4 ø 3/4" 5 V-215=V-315=V-415 s ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. 4 d 5/8" + 2 ø 1/2" 5 V-515 (0.25 x 0.20) 2 ø 1/2" 5 V-516 (0.40 x 0.20) s ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. 4 d 3/4" + 4 ø 5/8" 5 5 4 ø 5/8" 4 ø 3/4" 5 5 CORTE: 3 (.15x.60) s ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25 4 ø 3/4" + 2 ø 1/2" 5 2 ø 1/2" 2 ø 3/4" 2 ø 3/4" 5 CORTE: 4 (.15x.40) s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25 4 ø 1/2" 5 5 CORTE: 5 (.15x.40) s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25 4 ø 1/2" 5 5 5 5 CORTE: 2 (.15x.30) s ø 1/4" @ .20 4 ø 3/8" RESIDENCIAL "LOS SAUCES " PROPIETARIO : DIRECCION : PLANOS : DISTRITO : PROVINCIA : ESPECIALIDAD : PROFESIONAL : ESCALA : LAMINA : DETALLES DE VIGAS ESTRUCTURAS FECHA : CAD : 1/50 FEBRERO 2009 E-3 V-109(.25x.40) V-109(.25x.40) V-111(.25x.40) V-112 y V-113 5 5 CL 4 ø 3/8" ø 1/4"; 1@.05 .25 de C/E 5 5 CL-1 6 ø 1/2" ø 1/4"; 1@.05 .25 de C/E 5 5 CL-2 4 ø 1/2" ø 1/4"; 1@.05 .25 de C/E 5 5 5 5 5 5 5 5 5 5 5 A A MURO M-1 CC-2 5 k (.30x.50) (.30x.50) (.30x.50) (.30x.50) (.30x.50) (.30x.50) (.30x.50) (.30x.50) (.30 x .50) (.30 x .50) (.30 x .50) (.30 x .50) (.30 x .50) (.30 x .50) (.30 x .50) N.F.Z=-2.55 H=0.60 N.F.Z=-1.50 H=0.60 Z-14 N.F.Z=-1.50 H=0.60 Z-15 (.25x.13) (.60x.13) (.30x.13) AZOTEA 5º PISO 5º PISO F'c=210Kg/cm2 F'c=210Kg/cm2 F'c=100Kg/cm2 + 30% P.G. F'c=100Kg/cm2 + 30% P.G. 2º y 4º TRAMO 5 5 c/capa ø 3/8" @ .25 5 5 5 5 5 e=.15 7 ø 1/2" 7 ø 1/2" 5 Solado 1: 10 cada capa ø 3/8"@ 0.25 øs Indicados en Planta MURO M-1 NIV. MAX. DE AGUA 5 5 5 5 ø 3/8"@ 0.25 cada capa 5 5 5 øs Indicados en Planta - CIMIENTO CORRIDOS .....................: f'c= 100 Kg/cm2 + 30 % P.G. CONCRETO SIMPLE: 1.-CONCRETO: DOBLE VIGUETA DOBLE VIGUETA V-108 (.25x.40) X DOBLE VIGUETA DOBLE VIGUETA X DOBLE VIGUETA DOBLE VIGUETA X DOBLE VIGUETA DOBLE VIGUETA X V-E (.40x.20) VIGA VE (.40x.20) ó VIGA V-305 (.40x.20) (.15 x .40) Viga VE-1 5 (.15 x .40) Viga VE-1 Paso en Relleno Paso en Relleno 5 (.15 x .40) Viga VE-1 Paso en Relleno VIGA VE (.40x.20) ó VIGA V-305 (.40x.20) NPT.+13.00 NPT.+10.40 V-416 (.40x.20) V-416' VIGA VE (.40x.20) ó VIGA V-516 (.40x.20) PLACA P-1 5 2ø1/2" 5 PLACA P-1 5 2ø1/2" PLACA P-1 5 5 5 5 VIGA VE (0.40 x 0.20) s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. 6 ø 1/2" 5 5 VIGA V-416 (0.40 x 0.20) s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. 4 ø 5/8" + 2 ø 1/2" 5 2 ø 1/2" 5 NACEN øS DE ESCALERA E-2 5 NACEN øS DE ESCALERA E-2 (.25x.20) A 5 CORTE: A (.25x.20) s ø 3/8" 1@ .05, 6@ .10, 3@ .15, Rto.@ .25, de C/Extr. 6 ø 1/2" 5 5 CORTE: B (.15x.20) s ø 1/4" @ .20 4 ø 1/2" 5 B B B B B B DUCTO VENTILACION PASAN VIGUETAS CL B B 5 CORTE: X (.10x.20) s ø 1/4" @ .20 2 ø 1/2" 5 S/C = 200 KG/M2 H = 0.20m S/C = 200 KG/M2 H = 0.20m S/C = 200 KG/M2 H = 0.20m S/C = 200 KG/M2 H = 0.20m S/C = 150 KG/M2 H = 0.20m 5 VIGA V-204'=V-304' (0.40 x 0.20) SOLO EN 1º PISO V-211=V-311 (.25 x .40) PLACA P-1 5 5 SOLO EN 1º PISO Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> Junta Sep. Sis. e=<> A B C E G H I A C D F G H I 2 5 6 1 3 1 6 4 A B C E G H I A C D F G H I 3 1 6 4 A B C E G H I A C D F G H I 3 1 6 4 A B C E G H I A C D F G H I 3 1 6 4 A B C E G H I A C D F G H I 3 1 6 4 2 5 6 1 2 5 6 1 2 5 6 1 2 5 6 1

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	autocad, beams, columns, DETAIL, detailed, details, DWG, FOUNDATION, levels, multifamily, slab, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structure en acier, structures