House – Structural Project DWG Full Project for AutoCAD

House – Structural Project DWG Full Project for AutoCAD

House – Structural Project – Details

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

reinforcement and meshing, masonry walls, typical detail of, overburden, stairs and lightened, footings, overloads, flat beams, stairs, terrain, loads, reinforced concrete, masonry, floors and foundations, earthquake resistant design, mortar, minimum thickness , observations:, thickness of mortar joints, the non-load bearing walls will be raised to their total height, the walls will be load bearing and will be brick, after the stripping of the roof, with brick tambourine., note: foundations:, characteristics of the confined masonry:, banked beams and columns, national regulation of structures, specifications of design and construction:, minimum lengths of anchoring, coatings, if it has these alveoli, volume, overlaps, anchoring, concrete cyclopean, technical specifications, and overlapping reinforcements, cutting x, typical cut of, zapatay column, axb, typical cut of lightened ceiling, detail of meeting between beams, confinement of knots, ingr that, parking, bedroom, bookseller, study, cl., living room, kitchen, patio, laundry, garden, terrace, main, patio, hall, general foundations, dimensions, steel, types, table of columns, see spacings between stirrups in detail of confinement of columns, at each end, flooring of, coarse sand, foundation beam, type, shoe frame, and reinforced concrete beams, seismo-resistant design parameters,: cutting walls and porticos of columns, seismic-resistant structural system,: foundation shoes and beams, minimum depth of foundation, foundation conditions, type of foundation, soil resistance, seismic design factors, structural fundamental period, seismic amplification coefficient, reduction factor, type of soil, soil parameters, intermediate soil, structural system, structural type, mixed, displacements of the last level, displacements of the mezzanine, relative displacement of mezzanine, period vibration of the structure, maximum displacements, solid slab, empty, remove bricks pass joists, double mesh, vp-x, variable, second section, third section, typical, fourth section, sixth section, eighth section, tenth section, fifth section, seventh section, ninth section, first section

Raw text data extracted from CAD file:

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PISO VIGAS CHATAS ESCALERA TERRENO CARGAS CONCRETO ARMADO ALBAÑILERIA SUELOS Y CIMENTACIONES DISEÑO SISMO RESISTENTE MORTERO ESPESOR MINIMO % MAXIMO DE VACIOS UNIDAD ( LADRILLO TIPO IV ) OBSERVACIONES : ESPESOR DE JUNTAS DE MORTERO LOS MUROS NO PORTANTES SE LEVANTARAN A SU ALTURA TOTAL TIPO IV , DE 18 HUECOS , CON PORCENTAJE DE VACIOS < 30% . LOS MUROS ACHURADOS SON PORTANTES Y SERAN DE LADRILLO DESPUES DEL DESENCOFRADO DEL TECHO , CON LADRILLO PANDERETA. NOTA : CIMENTACION : CARACTERISTICAS DE LA ALBAÑILERIA CONFINADA : 1) - TODAS LAS ZAPATAS TIENEN H = 0.50 ; CONCRETO f'c = 175 Kg/m2. CONCRETO LOSAS VIGAS Y COLUMNAS : f'c = 210Kg/cm2 VIGAS PERALTADAS Y COLUMNAS ACERO REFUERZO : fy = 4200 Kg/cm2 REGLAMENTO NACIONAL DE ESTRUCTURAS CAPACIDAD PORTANTE : 1.0 Kg/cm2 ESPECIFICACIONES DE DISEÑO YCONSTRUCCION : LONGITUDES MINIMAS DE ANCLAJE RECUBRIMIENTOS CONCRETO ARMADO CONCRETO ZAPATAS : f'c = 175 Kg/cm2 3) - PARA EL TRAZO DE CIMENTACION VER LOS PLANOS DE ARQUITECTURA. 2) - EL NIVEL DE CIMENTACION SERA = 1.20; SALVO ESTE INDICADO EN PLANTA. : 1:4 (CEMENTO : ARENA ) : e min. = 0.14m , 0.24m E - 060 E - 070 14 24 : 25 % : e min: =0.9 Cm : e max : =1.5 Cm :f'm 45 Kg / Cm2 9 Si tiene Alveolos estos no excederan el 25% del Volumen : 2.00 Cm : 7.00 Cm : 2.50 Cm : 4.00 Cm S/C : INDICADA EN LOS PLANOS DE ALIGERADOS : 150 Kg / m2 : 200 Kg / m2 : 300 Kg / m2 0.75 0.80 0.60 0.70 0.55 0.45 0.60 0.50 0.45 0.55 0.10 0.15 E - 020 E - 050 E - 030 TRASLAPES ANCLAJE ESTRIBOS (Z) 5/8" 3/4" 1/4" 1/2" 3/8" d MAS 25% PG (3"max.) CONCRETO CICLOPEO CIMIENTOS CORRIDOS : CONCRETO CICLOPEO f`c=100 kg/cm2 ESPECIFICACIONES TECNICAS MAS 30% PG (6"max.) Y TRASLAPE DE ARMADURAS CORTE 1-1 5 5 5 5 Junta Sismica lateral 5.0 cm. 5 N.F.P. +0.10 5 .15 CORTE X 5 5 N.E.+0.05 N.F.P. +0.10 5 5 CORTE TIPICO DE ZAPATAY COLUMNA 5@.10 Rto.@.20 5 5 5 5 5 \A1;SOLADO A x B 5 \A1;Estribos de Izaje <> VIGA DE CIMENT. 2@.15 5@.10 2@.05 5@.10 2@.15 <> VIGA INTERMADIA 2@.05 2@.05 5 5 5@.10 2@.15 Rto.@.20 2@.15 <> VIGA ULTIMO NIVEL 2@.05 CORTE TIPICO DE TECHO ALIGERADO 5 5 5 5 5 5 ESCALA : 1/10 Ø 1/4" @ 0.25 (Temperatura) 5 5 5 5 DETALLE DE ENCUENTRO ENTRE VIGAS 5 5 CONFINAMIENTO DE NUDOS CONFINAMIENTO DE NUDOS INGRESO ESTACIONAMIENTO DORMITORIO LIBRERO ESTUDIO CL. DORMITORIO SALA - COMEDOR COCINA PATIO LAVANDERIA JARDIN TERRAZA CL. PRINCIPAL INGRESO NPT. +0.15 PATIO DE NPT. +0.15 NPT. +0.15 HALL NPT. +0.15 5 5 A B C D E F G H I K L M N A B C D E F G H J K' L' N 1 4 7 10 5 2 9 1 3 6 8 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACION GENERAL Junta Asismica lateral e= 0.05 Junta Asismica lateral e= 0.05 Junta Asismica lateral e= 0.05 Junta Asismica lateral e= 0.05 Junta Asismica lateral e= 0.05 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 1 1 C-2 DIMENSIONES ACERO 8 Ø1/2" 5 5 4Ø3/8" ESCALA : 1/25 TIPOS CUADRO DE COLUMNAS C-2 C-1 C-9 C-4 C-12 C-13 5 5 5 5 5 5 5 5 5 5 5 5 5 4Ø3/8" 7Ø1/2"+ C-7 VER ESPACIAMIENTOS ENTRE ESTRIBOS EN DETALLE DE CONFINAMIENTO DE COLUMNAS Ø1/4" 2@0.05, 5@.10 2@.15; Rto.@0.20 5 5 8Ø3/4"+ 4Ø5/8" C-1 C-1 PASO @0.075 m. ZUNCHO Ø12mm 5 8 Ø3/4" Ø3/8" 2 C-3 C-3 5 5 6Ø5/8"+ 2Ø1/2" Ø3/8" C-4 C-4 5 5 4Ø5/8"+ 2Ø1/2" Ø3/8" C-5 C-5 C-5 5 5 6Ø1/2" Ø3/8" C-6 C-6 C-6 C-6 C-6 C-6 5 5 5 5 5 C-6 6Ø5/8"+ 4Ø1/2" C-7 C-7 5 5 5 5 5 5 Ø3/8" 2 Ø3/8" 2 4Ø5/8"+ 6Ø1/2" C-8 C-8 C-8 6Ø5/8" Ø3/8" C-9 C-9 Ø3/8" C-10 Ø3/8" 2 2 C-10 C-11 C-10 C-10 C-10 C-10 C-11 C-11 C-12 C-11 C-11 C-11 C-11 5 5 C-11 6Ø1/2" Ø3/8" 5 5 4Ø5/8"+ 2Ø1/2" Ø3/8" C-13 5 5 8Ø1/2" Ø3/8" 2 C-14 C-14 5 5 10Ø1/2" Ø3/8" 2 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 C-15 PL-1 PL-2 PL-2 PL-3 REFUERZO VERTICAL Ø3/8"@0.20m. 5 Ø3/8": 1@0.05, 4@.10, 2@.15; Rto.@0.20 DET. DE PLACA PL-1 5 5 C-4 5 5 C-4 REFUERZO HORIZONTAL Ø3/8"@0.25m. 5 Ø3/8": 1@0.05, 4@.10, 2@.15; Rto.@0.20 DET. DE PLACA PL-2 5 5 5 5 C-4 C-11 REFUERZO VERTICAL Ø3/8"@0.20m. REFUERZO HORIZONTAL Ø3/8"@0.25m. REFUERZO VERTICAL Ø3/8"@0.20m. 5 5 5 5 5 C-11 REFUERZO HORIZONTAL Ø3/8"@0.25m. C-11 Ø3/8": 1@0.05, 4@.10, 2@.15; Rto.@0.20 DET. DE PLACA PL-3 CORTE 3-3 5 5 5 N.F.P. +0.10 5 5 5 CORTE 2-2 5 5 5 5 N.F.P. +0.10 5 .15 5 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Ø3/8": @.20 6Ø1/2" EN CADA EXTREMO 5 Ø3/8": @.20 6Ø1/2" EN CADA EXTREMO 5 Ø3/8": @.20 6Ø1/2" EN CADA EXTREMO 5 5 8Ø5/8" 5 5 5 Niv.-0.50 Niv.+/-0.00 Ø3/8": 1 a 0.05, 5@0.10, 2 @0.15 Rto. @0.20 EN CADA EXTREMO SOLADO DE ARENA GRUESA Niv.-1.10 Niv.-1.10 Niv.-1.10 Niv.-1.10 5 CORTE 4-4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 5 5 5 CORTE 5-5 NTN..+/-0.00 5 Junta Asismica lateral 5.0 cm. 5 NFP.+0.10 5 5 2Ø3/8" Ø1/4" @0.20 5 5 5 CORTE 6-6 5 5 NFP.+0.10 5 5 4Ø3/8" Ø1/4" @0.20 7 7 7 7 5 5 5 CORTE 7-7 5 5 NFP.+0.10 5 X X X X 5 5 5 CORTE 8-8 5 5 5 5 ZAPATA Z-2 5 Ø1/2"@0.25 Ø1/2"@0.25 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 NFP.+0.10 NF.-2.35 5 5 5 5 4 VIGA DE CIMENTACION SUB-ZAPATA CONCRETO CICLOPEO f'c=100Kg/cm2 +30% PG 5 5 5 NFZ. -1.00 NFSZ. -2.75 5 5 1 8 8 45° Z TIPO ACERO MALLA: Ø5/8" @ 0.15 MALLA: Ø5/8" @ 0.15 MALLA: Ø5/8" @ 0.15 MALLA: Ø5/8" @ 0.15 Z-4 Z-3 Z-2 Z-1 0.50 1.10 3.40 2.00 1.35 3.75 2.00 L (m.) 2.35 1.90 (m.) A 0.50 0.50 (m.) 0.50 H CUADRO DE ZAPATAS DIMENSIONES Z-5 1.40 1.40 0.50 MALLA: Ø5/8" @ 0.15 0.50 1.05 1.05 Z-6 MALLA: Ø1/2" @ 0.15 Z-7 Z-8 1.60 1.20 MALLA: Ø1/2" @ 0.15 MALLA: Ø1/2" @ 0.15 0.50 0.50 0.80 0.70 1.80 Z-9 0.90 MALLA: Ø1/2" @ 0.15 0.50 2.50 Z-10 0.80 MALLA: Ø1/2" @ 0.15 0.50 Z-1 Z-2 Z-2 Z-3 Z-4 Z-5 Z-6 Z-6 Z-7 Z-7 Z-8 Z-8 Z-8 Z-8 Z-8 Z-8 Z-7 Z-7 Z-9 Z-9 Z-10 Z-10 Z-11 1.15 MALLA: Ø1/2" @ 0.15 0.50 2.30 1.40 Z-12 1.00 MALLA: Ø1/2" @ 0.15 0.50 Z-11 Z-11 Z-9 Z-6 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 Z-12 Z-12 Z-12 Y VIGAS DE CONCRETO ARMADO PARAMETROS DE DISEÑO SISMO-RESISTENTE : MUROS DE CORTE Y PORTICOS DE COLUMNAS SISTEMA ESTRUCTURAL SISMO-RESISTENTE : ZAPATAS Y VIGAS DE CIMIENTACION : 1.0 Kg/m2 PARA DISEÑO : S2 (SUELOS INTERMEDIOS) Profundidad minima de Cimentacion CONDICIONES DE CIMENTACION Tipo de Cimentacion Resistencia del Suelo : -3.25 m. ZAPATAS FACTORES DE DISEÑO SISMICO Período predominante ( Tp ) Período Fundamental de estruct. Coeficiente de Amplificacion Sismica Factor de Uso ( U ) Factor de Reduccion Tipo de Suelo Factor del suelo ( S ) Parametros del suelo Factor de Zona ( Z ) : Rx = 7 : 0.60 segundos : 1.00 (VIVIENDA) : c = 2.94 (calculado) : C <=2.5 : T=0.51 segundos : Ry = 3 : SUELO INTERMEDIO : 0.40 g ( zona 3 ) : 1.20 Sistema Estructural Tipo Estructural : MIXTO TIPO X Y DESPLAZAMIENTOS DEL ULTIMO NIVEL DESPLAZAMIENTOS DEL ENTREPISO DESPLAZAMIENTO RELATIVO DE ENTREPISO PERIODO DE VIBRACION DE LA ESTRUCTURA 1.87 cm. 0.99 cm. 0.88 cm. 0.60 seg. 1.75 cm. 0.87 cm. 0.85 cm. 0.43 seg. DESPLAZAMIENTOS MAXIMOS Junta de Dilatacion e= 0.035 Junta de Dilatacion e= 0.035 Junta de Dilatacion e= 0.035 Junta de Dilatacion e= 0.035 Junta de Dilatacion e= 0.035 A B C D E F G H I K L M N 1 4 7 10 1 3 6 8 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VP-2 (.25x.60) VP-3 (.25x.50) VP-3 (.25x.50) VP-1 (.25x.70) VP-1 (.25x.70) VP-1 VP-2 (.25x.60) VP-2 VP-4 (.25x.50) VP-4 (.25x.50) VP-4 (.25x.50) VP-4 (.25x.50) VA-1 (.25x.50) VA-1 (.25x.50) VA-1 (.25x.50) VA-1 (.25x.50) VCH-1 (.45x.20) VCH-1 (.45x.20) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-3 (.15x.45) VA-3 VA-4 (.35x.20) VA-5 (.15x.20) VA-5 VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VS-1 (.15x.40) VS-1 (.15x.40) A B C D E F G H J K' L' N 1 4 7 10 1 3 6 8 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 5 5 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 5 5 5 1Ø1/2" 1Ø1/2" 5 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 5 5 1Ø12mm+1Ø8mm 1Ø1/2" 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" VA-3 (.15x.45) 5 5 5 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø1/2" 5 5 5 5 1Ø12mm+1Ø8mm 1Ø1/2" 1Ø3/8" 1Ø3/8" 5 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 5 5 1Ø1/2"+1Ø3/8" 1Ø1/2" 5 5 1Ø1/2" 5 1Ø1/2" 1Ø1/2" VA-5 (.15x.20) Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 5 5 LOSA MACIZA e = 0.20m. Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 5 5 LOSA MACIZA e = 0.20m. Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 5 5 LOSA MACIZA e = 0.20m. 5 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 VA-5 VA-5 LOSA MACIZA e = 0.20m. LOSA MACIZA e = 0.20m. A1 A2 A1 A3 A3 A4 A5 A6 A8 A7 VACIO VACIO VACIO VA-5 VA-5 QUITAR LADRILLOS PASAN VIGUETAS LOSA MACIZA e = 0.20m. DOBLE MALLA Ø1/2"@0.20 VA-2 (.15x.40) VA-2 (.15x.40) VS-1 VS-1 LOSA MACIZA e = 0.20m. LOSA MACIZA e = 0.20m. SOBRECARGA = 200 Kg/m2 ALIGERADO 1er. PISO ALIGERADO 2do. 3er. 4to. 5to. PISO SOBRECARGA = 200 Kg/m2 VP-2 (.25x.60) VP-3 (.25x.50) VP-3 (.25x.50) VP-1 (.25x.70) VP-1 (.25x.70) VP-1 VP-2 (.25x.60) VP-2 VP-4 (.25x.50) VP-4 (.25x.50) VP-4 (.25x.50) VP-4 (.25x.50) VA-1 (.25x.50) VA-1 (.25x.50) VA-1 (.25x.50) VA-1 (.25x.50) VCH-1 (.45x.20) VCH-1 (.45x.20) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-1 (.15x.40) VS-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-2 (.15x.40) VA-3 (.15x.45) VA-3 VA-4 (.35x.20) VA-5 (.15x.20) VA-5 VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VA-5 (.15x.20) VS-1 (.15x.40) VS-1 (.15x.40) 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø12mm+1Ø8mm 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" VA-3 (.15x.45) 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø1/2" 1Ø12mm+1Ø8mm 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø3/8" 1Ø1/2"+1Ø3/8" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" VA-5 (.15x.20) Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 LOSA MACIZA e = 0.20m. Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 LOSA MACIZA e = 0.20m. Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 LOSA MACIZA e = 0.20m. Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 VA-5 VA-5 LOSA MACIZA e = 0.20m. LOSA MACIZA e = 0.20m. VACIO VACIO VACIO VA-5 VA-5 QUITAR LADRILLOS PASAN VIGUETAS LOSA MACIZA e = 0.20m. DOBLE MALLA Ø1/2"@0.20 VA-2 (.15x.40) VA-2 (.15x.40) VS-1 VS-1 LOSA MACIZA e = 0.20m. LOSA MACIZA e = 0.20m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA MACIZA e = 0.20m. DOBLE MALLA Ø1/2"@0.20 LOSA MACIZA e = 0.20m. DOBLE MALLA Ø1/2"@0.20 C I K 4 7 1 3 5 5 5 VS-1 (.15x.40) VA-1 (.15x.40) VS-2 (.15x.40) VA-3 (.15x.45) LOSA MACIZA e = 0.20m. VP-X LOSA MACIZA e = 0.20m. Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 VP-X (.25x.40) VP-X VP-X (.25x.40) VA-5 (.15x.20) VA-5 (.15x.20) Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 Ø1/2"@0.20 5 5 LOSA PARA T.E.-1 SOBRECARGA = 500 Kg/m2 LOSA PARA T.E.-2 SOBRECARGA = 500 Kg/m2 5 5 5 5 5 5 5 5 5 5 5 5 5 VP-4 (.25x.50) 2Ø5/8" 2Ø5/8" 2Ø5/8" 1Ø5/8" 1Ø1/2" 1Ø1/2" 1Ø5/8" Ø3/8": 1 a 0.05, 9 @.10, 3@0.15 Rto. @.20 cada extremo 11 10 9 2Ø3/8" Ø3/8": 1 a 0.05, 9 @.10, 3@0.15 Rto. @.20 cada extremo 1 5 10 5 5 5 5 5 5 5 VP-1 (.25x.70) \W1.1;2Ø3/4" 2Ø5/8" Ø3/8": 1 a 0.05, 13 @.10, 4@0.15, Rto. @.20 cada extremo 3 2 1 2Ø3/8" Ø3/8": 1 a 0.05, Rto. @.10 1 10 2 9 5 Ø3/8": 1 a 0.05, Rto. @.10 5 5 5 5 5 5 5 \W1.1;2Ø3/4" 2Ø5/8" 2Ø3/8" \W1.1;2Ø3/4" \W1.1;2Ø3/4" 1Ø5/8" 1 1 1 CORTE 1 5 5 5 2Ø3/8" 2 Ø3/4" 2 Ø5/8" 2 Ø3/4" CORTE 2 5 5 5 2Ø3/8" 2 Ø3/4" 2 Ø3/4" 1 Ø5/8" CORTE 3 5 5 5 2Ø3/8" 2 Ø3/4" 2 Ø3/4" 5 5 5 5 5 5 VP-2 (.25x.60) \W1.1;2Ø3/4" 2Ø5/8" Ø3/8": 1 a 0.05, 13 @.10, 4@0.15, Rto. @.20 cada extremo 3 6 4 2Ø3/8" D H F G 5 5 5 5 5 \W1.1;2Ø3/4" 4Ø5/8" 2Ø3/8" \W1.1;2Ø3/4" \W1.1;2Ø3/4" 3Ø5/8" 5 5 Ø3/8": 1 a 0.05, Rto. @.10 Ø3/8": 1 a 0.05, 13 @.10, 4@0.15, Rto. @.20 cada extremo 3 5 5 5 CORTE 4 5 5 5 2Ø3/8" 2 Ø3/4" 2 Ø5/8" 2 Ø3/4" CORTE 5 5 5 5 2Ø3/8" 2 Ø3/4" 2 Ø3/4" 3 Ø5/8" CORTE 6 5 5 5 2Ø3/8" 2 Ø3/4" 4 Ø5/8" 2 Ø3/4" 5 5 5 5 5 5 5 VP-3 (.25x.50) 2Ø5/8" 1Ø5/8" 2Ø5/8" 2Ø1/2" Ø3/8": 1 a 0.05, 9 @.10, 3@0.15 Rto. @.20 cada extremo 7 8 7 2Ø3/8" C D 1Ø5/8" CORTE 7 5 5 2 Ø5/8" 5 2Ø3/8" 3 Ø5/8" CORTE 8 5 5 2 Ø5/8" 5 2Ø3/8" 3 Ø5/8" 2 Ø1/2" 11 10 9 CORTE 9 5 5 2 Ø5/8" 5 2Ø3/8" 2 Ø5/8" 1 Ø1/2" CORTE 10 5 5 3 Ø5/8" 5 2Ø3/8" 2 Ø5/8" CORTE 11 5 5 2 Ø5/8" 5 2Ø3/8" 4 Ø5/8" VIGA VV-1 (.25x.40) 5 5 5 C \A1;2Ø5/8"+1Ø1/2" 12 Ø3/8": 1a 0.05, Rto. @0.10 \A1;2Ø5/8" 5 5 VARIABLE 5 CORTE 12 2 Ø5/8" 5 1 Ø1/2" 2 Ø5/8" 5 5 4Ø1/2" VS-1 (.15x.40) Ø1/4": 2 @ 0.05, 5 Rto. @.20 cada extremo 5 7Ø1/2" Ø1/4": 2a 0.05, Rto. @.20 cada extremo 5 VS-2 (.15x.40) 5 5 VCh-1 (.45x.20) 5 Rto. @.20 cada extremo Ø3/8": 1 a 0.05, 6 @.10, 9Ø5/8" 5 6Ø5/8" VA-1 (.25x.40) Ø3/8": 2a 0.05, 4 @.10 Rto. @.20 cada extremo 5 5 5 5 5 VA-2 (.15x.40) 4Ø5/8" 5 Ø3/8": 1 a 0.05, 4 @.10, Rto. @.20 cada extremo 5 7Ø1/2" Ø1/4": 2a 0.05, Rto. @.20 cada extremo 5 VA-3 (.15x.40) 5 5 VA-4 (.35x.20) 5 Rto. @.20 cada extremo Ø3/8": 1 a 0.05, 6 @.10, 6Ø1/2" 5 Rto. @.20 cada extremo Ø8mm: 1 a 0.05, 4 @.10, VA-5 (.15x.20) 5 5 4Ø1/2" Ø1/2" @ 0.20 SEGUNDO TRAMO Ø3/8" @0.25 Ø1/2"@ 0.20m. 5 5 5 5 5 Ø3/8" @ 0.25 Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2" @ 0.20 5 5 5 TERCER TRAMO 5 Ø3/8" @ 0.25 Ø1/2"@ 0.20m. Ø1/2"@ 0.20 Ø3/8" @0.25 5 5 5 Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. 5 5 5 TIPICO CUARTO TRAMO SEXTO TRAMO OCTAVO TRAMO DECIMO TRAMO 5 QUINTO TRAMO SEPTIMO TRAMO NOVENO TRAMO 5 5 Ø1/2"@ 0.20 PRIMER TRAMO Ø1/2"@ 0.20m. 5 Ø3/8" @0.25 5 5 Ø3/8" @ 0.25 Ø1/2"@ 0.20m. 5 Ø1/2"@ 0.20m. 5 5 5 5 5 ESCALA : 1/25 DETALLE DE ESCALERA 2 Ø1/2" @ 0.20 SEGUNDO TRAMO Ø3/8" @0.25 Ø1/2"@ 0.20m. 5 5 5 5 Ø3/8" @ 0.25 Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2" @ 0.20 5 5 5 TERCER TRAMO 5 Ø3/8" @ 0.25 Ø1/2"@ 0.20m. Ø1/2"@ 0.20 Ø3/8" @0.25 5 5 5 Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. 5 5 5 TIPICO CUARTO TRAMO SEXTO TRAMO OCTAVO TRAMO DECIMO TRAMO 5 QUINTO TRAMO SEPTIMO TRAMO NOVENO TRAMO 5 5 PRIMER TRAMO 5 Ø3/8" @ 0.25 Ø1/2"@ 0.20m. Ø1/2"@ 0.20 Ø3/8" @0.25 5 5 5 Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. Ø1/2"@ 0.20m. 5 5 5 5 ESCALA : 1/25 DETALLE DE ESCALERA 1

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	autocad, barn, cover, dach, details, DWG, full, hangar, house, lagerschuppen, Project, roof, shed, structural, structure, terrasse, toit