Building (Foundation) DWG Detail for AutoCAD

Building (Foundation) DWG Detail for AutoCAD

ROUTE BUILDING STRUCTURE 13 SHOES FLATS DETAILS INCLUDING BEAMS AND FOUNDATIONS PREVIOUSLY CALCULATED

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

plant, architecture, minimum, meeting, mesh, stuffed with, concrete, filling, n.f.p, plant, plant, n.f.p, mesh, plant, n.f.p, plant, plant, filling, concrete, less, cistern roof cto. of bombs, tank, quarter, bombs, slab except in the bathing area, use general mesh, additionally the lower canes indicated in plan, on dry face, maximum displacement of the last level, cms., plates, cms., slabs, cms., flat beams, cms., cantilevered beams, cms., coefficient of seismic amplification, category factor, reduction factor, soil factor tp sec., parameters to define seismic force, design spectrum, zone factor, seismic-resistant structural system, seismoresistant parameters, reinforced concrete slabs, with the ground, cms., on wet face in contact, cms., indicated, see picture, orchestra, retaining walls, Specifications, foundation beams, coatings, soil aggressiveness undetected foundation, summary of conditions, type of foundation foundation slab foundation, napa freatica not detected, supporting layer of the foundation:, type of soil according to seismic-resistant norm:, type of soil factor sec., according to the study of floors made by the engineer, jorge ochoa fernandez with cip you have:, granular filling type affirmed to the maximum dencidad, admissible pressure, of the foundation, qadm, concrete type box, types, concrete, fc, size max., of the aggregate, slump, use, foundation, walls up, walls, slabs, floor, use concrete with plasticizers, supported by alluvial material conformed by bad gravels, grilled with a sandy matrix with some silt., which is a, below the level of the natural terrain, maximum, n.f.p, note: fencing walls will carry expansion joint, with the building in the height changes, these will also have a maximum contraction joint, slab, mesh, slab, mesh, meeting, cm., meeting, cm., garden, meeting, garden, garden, garden, meeting, cm., meeting, cm., mesh, to see, filling, is born, see plant, widening detail in, Foundation slab, siege fence, see architecture, max., license plate, floor detail of alfeizer, meeting, max., alfeizer, structure, join with, coordinate with supplier fixing system, expansive bolts of long, fastening elements, tabiqueria, anchored in slabs, rod according to the, steel in vertical reinforcement, height of partition, rod for the ends, free of the partition, cement:, liquid concrete, sand:, water to achieve a minimum slump of, in the consistency test of the abrahms cone, horizontal reinforcement splicing on walls, wall thickness, horizontal reinforcement of concrete walls, of columns, of the confinement zone., splicing detail, splicing in different, parties trying to splic out, auction, additional, transverse reinforcement, reinforcement detail for columns, rto, important note:, the ironworks considered in the present project are, minimum, tights, floor, floor, less, floor, floor, floor, less, floor, entrance beam, owner:, Location:, building, draft, signature seal, structures, cement foundation, specialty, Designer Team:, flat, firm, consultant

Raw text data extracted from CAD file:

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DE BOMBAS S/c=250 Kg/m2 h=.20 (N.F.P -0.05) 5 5 CISTERNA CUARTO DE BOMBAS LOSA H=0.40 ( EXCEPTO EN LA ZONA DE BAÑOS H=0.30) (ACHURADO) USAR MALLA GENERAL 3/8"d@.15 (SUPERIOR), 3/8"d@.30 (INFERIOR) ADICIONALMENTE SE COLOCARA LOS BASTONES INFERIORES INDICADOS EN PLANTA 1/2"d@.20(sup.) 5 5 5 3/8"d:1@.05,4@.10 4d5/8" 5 5 B - B Rto,@.25 5 1/4"d:1@.05 4d1/2" 5 5 A - A Rto,@.15 5 5 5 5 5 5 5 5 5 2d3/8" 1/2"d@.25 3/8"d@.25 5 3/8"d@.25 3/8"d@.25 3/8"d@.25 5 11 - 11 2d3/8" 5 5 5 5 5 5 5 5 5 2d3/8" 3/8"d@.25 3/8"d@.25 1/2"d@.25 3/8"d@.25 5 12 - 12 2d3/8" 3/8"d@.25 5 5 5 5 5 5 5 2d3/8" 3/8"d@.25 3/8"d@.25 3/8"d@.25 3/8"d@.25 13 - 13 2d3/8" 5 5 5 2.50 3/8"d@.25 5 5 5 5 5 5 5 2d3/8" 3/8"d@.25 3/8"d@.25 3/8"d@.25 14 - 14 2d3/8" 2.50 3/8"d@.25 5 5 5 5 5 5 5 3/8"d@.25 3/8"d@.25 3/8"d@.25 3/8"d@.25 15 - 15 2d3/8" 5 5 5 3/8"d@.25 5 5 5 3/8"d@.25 3/8"d@.25 3/8"d@.25 5 5 16 - 16 3/8"d@.25 5 5 5 3/8"d@.25 3/8"d@.25 3/8"d@.25 5 5 5 3/8"d@.25 3/8"d@.25 3/8"d@.25 5 2d3/8" 5 5 - En cara seca X Y c) DESPLAZAMIENTO MAXIMO DEL ULTIMO NIVEL Cy = 1.22 Cx = 1.15 3 cms. PLACAS 2.5 cms. LOSAS 2.5 cms. VIGAS CHATAS 3 cms. COLUMNAS, VIGAS PERALTADAS 4 cms. COEFICIENTE DE AMPLIFICACION SISMICA Factor de Categoria (Categ. C) U = 1 Factor de Reducción (R) R = 4.50 Factor de suelo (Tipo S1) S = 1.0 Tp 0.4 Seg. b) PARAMETROS PARA DEFINIR FUERZA SISMICA O ESPECTRO DE DISEÑO Factor de zona (Zona 3) Z = 0.4 a) SISTEMA ESTRUCTURAL SISMORESISTENTE PARAMETROS SISMORESISTENTES PLACAS DE CONCRETO ARMADO con el terreno 4 cms. - En cara mojada o en contacto 5 cms. 4.0 cms. S/C= INDICADA f'c= VER CUADRO PLATEA MUROS DE CONTENCION ESPECIFICACIONES VIGAS DE CIMENTACION RECUBRIMIENTOS 5) AGRESIVIDAD DEL SUELO A LA CIMENTACION : NO DETECTADA RESUMEN DE LAS CONDICIONES 1) TIPO DE CIMENTACION : LOSA DE CIMENTACION SUPERFICIAL 6) NAPA FREATICA : NO DETECTADA 2) ESTRATO DE APOYO DE LA CIMENTACION: 4) TIPO DE SUELO SEGUN NORMA SISMORESISTENTE: TIPO S1 , FACTOR DE SUELO = 1.0 , Tp= 0.4 seg. DE ACUERDO AL ESTUDIO DE SUELOS REALIZADO POR EL INGENIERO JORGE OCHOA FERNANDEZ CON CIP 42446 SE TIENE: RELLENO GRANULAR TIPO AFIRMADO AL 95% DE LA MAXIMA DENCIDAD 3) PRESION ADMISIBLE : DE LA CIMENTACION Qadm = 3.8 Kg/cm2 fy = 4200 Kg/cm2(ACERO CORRUGADO) CUADRO DE TIPO DE CONCRETO 1 TIPOS DE CONCRETO f'c (kg/cm2) TAMAÑO MAX. DEL AGREGADO (Pulgadas) SLUMP (Pulgadas) USO 2 3 210 210 175 2" 3/4" 3/4" 4" 8"(*) CIMENTACION MUROS HASTA MUROS (RESTO) 4 175 3/4" 4" 8"(*) LOSAS Y ESCALERAS 6° PISO (*) UTILIZAR CONCRETO CON ADITIVOS PLASTIFICANTES APOYADO EN MATERIAL ALUVIAL CONFORMADO POR GRAVAS MAL GRADADAS CON UNA MATRIZ ARENOSA CON ALGO DE LIMOS. QUE SE ENCUENTRA A UN Df= 1.40 POR DEBAJO DEL NIVEL DEL TERRENO NATURAL 5 3/8"d:@.25 4d5/8" 5 5 10 - 10 <> <> .10 MAXIMO <> d3/8"@.25 d3/8"@.25 2d3/8" 17 - 17 N.F.P -0.05 5 (AL EJE) (AL EJE) NOTA: LOS MUROS DE CERCO LLEVARAN JUNTA DE EXPANSION CON EL EDIFICIO Y EN LOS CAMBIOS DE ALTURA ADEMAS ESTOS LLEVARAN JUNTA DE CONTRACCION MAXIMO CADA 3mts.(APROX.) LOSA h=.15 MALLA 3/8"d@.25 LOSA h=.15 MALLA 3/8"d@.25 17 17 17 17 JUNTA 1.5 cm. 17 17 JUNTA 1.5 cm. JARDIN 4 4 8 8 5 5 1/2"d@.30 1.5cm JUNTA 1.5cm JARDIN 17 17 1 1 JARDIN JARDIN JARDIN 6d1/2" 7d1/2" h=.50 1 1 6d1/2" 7d1/2" h=.50 1 1 JARDIN JARDIN JUNTA 1.5 cm. 1 1 17 17 JUNTA 1.5 cm. 2 1/4"d:1@.05 6d3/8" 5 5 Pa Rto,@.25 Malla 5 5 VER d DE 5 5 5 5 RELLENO (TIP.) <>(*) 5 5 5 NACE ESCALERA-1 1@.05 5@.10 Rto,@.25 5 VER PLANTA 5 5 .075 DETALLE DE ENSANCHE EN LOSA DE CIMENTACION 5 d CERCO (VER CORTE 17-17) (TIPICO) 5 <> 5 Ver Arquitectura Max. 1.50 PLACA PLACA DETALLE DE ALFEIZER DEL 1º PISO Junta 1.5cm. Junta 1.5cm. a a .15ó<> Max. 1.50 5 5 a-a d8mm@.25 b b b-b ALFEIZER ESTRUCTURA 1.5cm. JUNTA 1.5cm. (RELLENAR CON TECNOPOR) 5 5 COORDINAR CON PROVEEDOR SISTEMA DE FIJACION - PERNOS EXPANSIVOS DE d 1/4" Y 40mm DE LARGO ELEMENTOS PARA SUJECION TABIQUERIA (PLACA P-7 - LACASA) ANCLADOS EN LOSAS - VARILLA DE d 1/4"(ALTERNAS) ó d1/2" SEGUN LA ACERO EN REFUERZO VERTICAL ALTURA DEL TABIQUE (HASTA 2.5mts.) - VARILLA DE d 3/8" a d1/2", PARA EL ó LOS EXTREMOS LIBRES DEL TABIQUE - CEMENTO: = 1 CONCRETO LIQUIDO - ARENA: = 3 a 4 - AGUA NECESARIA PARA LOGRAR UN SLUMP MINIMO DE 11" EN LA PRUEBA DE CONSISTENCIA DEL CONO DE ABRAHMS EMPALME DE REFUERZO HORIZONTAL EN MUROS T= ESPESOR DE MURO Le(m) 1/2" .45 3/8" .40 d ANCLAJE DE REFUERZO HORIZONTAL DE MUROS DE CONCRETO DE COLUMNAS NIV.(VER ENCOFRADO) ENCOFRADO) DE LA ZONA DE CONFINAMIENTO. .40 Le(m) 3/8" d NIV.(VER DETALLE DE EMPALME Le H/6 NOTA.- EMPALMAR EN DIFERENTES PARTES TRATANDO DE EMPALMAR FUERA .80 .60 3/4" 5/8" Le H 2H/3 H/6 .45 1/2" 1@.05 5 5 .42 4@.10 1@.05 .12 1@.05 REMATE ADICIONAL ADICIONAL REFUERZO TRANSVERSAL DETALLE DE REFUERZO PARA COLUMNAS 4@.10 \A1;4@.10 Rto @ .25 Rto @ .25 NOTA IMPORTANTE: LOS FIERROS CONSIDERADO EN EL PRESENTE PROYECTO SON 5 5 Le 1.00 Minimo Le T 2 MALLAS 5 5 5 2 3/8"d:1@.05 6d3/4" 5 5 C - 1 Rto,@.25 1º-2º PISO 2 3/8"d:1@.05 4d3/4"+2d5/8" 5 5 Rto,@.25 3º-4º PISO d MENOR 2 3/8"d:1@.05 6d5/8" 5 5 Rto,@.25 5º-13º PISO 2 3/8"d:1@.05 6d3/4" 5 5 C - 2 Rto,@.25 1º-3º PISO 2 3/8"d:1@.05 4d3/4"+2d5/8" 5 5 Rto,@.25 4º-5º PISO d MENOR 2 3/8"d:1@.05 6d5/8" 5 5 Rto,@.25 6º-13º PISO 5 5 5 1d3/8" 4d3/8" 1/4"d:1@.05,4@.10,Rto,@.25 VIGA DE INGRESO PROPIETARIO: UBICACION: EDIFICIO PROYECTO : FIRMA Y SELLO ESTRUCTURAS CIMENTACION Y CORTES ESPECIALIDAD : EQUIPO DE DISEÑO: PLANO : FIRMA CONSULTOR RESPONSABLE COD. DE PROYECTO : DIBUJO CAD : ESCALA : FECHA : 1 / 50 DESARROLLO : Nº LAMINA : E-01 Pa Pa Pa Pa PROPIETARIO: UBICACION: EDIFICIO PROYECTO : FIRMA Y SELLO ESTRUCTURAS CORTES, ESPECIFICACIONES ESPECIALIDAD : EQUIPO DE DISEÑO: PLANO : FIRMA CONSULTOR RESPONSABLE COD. DE PROYECTO : DIBUJO CAD : ESCALA : FECHA : 1 / 50 DESARROLLO : Nº LAMINA : E-02 Y DETALLES (Sup.) (Sup.) 5 5 2.50 (Sup.) (Sup.) 5 CORRUGADOS. CUALQUIER MODIFICACION DEBERA SER COMUNICADO AL PROYECTISTA SECA DEL PROCTOR MODIFICADO EN CAPAS DE .15cm. DE ESPESOR COLUMNAS, NOTA: PARA LA CISTERNA Y EL TANQUE ELEVADO, USAR RELACION a/c=0.50 CON ADITIVO PLASTIFICANTE Y TARRAJEAR CON IMPERMEABILIZANTE (SIKA) ó SIMILAR .12 .42 Rto @ .25 @.15 @.15 (Sup.) 5 5 2d1/2" 2d1/2" 2d1/2" C1 5 1/2"d@.20 5 5 1/2"d@.30(Inf.) 5 1/2"d@.30(Inf.) NFP -0.05 5 1/2"d@.30(Inf.) 5 1/2"d@.30(Inf.) 5 1/2"d@.30(Inf.) 5 1/2"d@.30(Inf.) 5 1 1 1 1 1/2"d@.20 5 5 5 5 5 5/8"d@.15 5 C1 C1 C1 C2 C2 PIT ASCENSOR JUNTA SISMICA 8cm. JUNTA SISMICA 8cm. VER ITEM 2 RESUMEN DE CONDICIONES DE CIMENTACION 1d3/8" BASTON EN PLANTA 5 5 VER d EN PLANTA VER d EN PLANTA 5 5 3/8"d:1@.05, 8d5/8" 4@.10,Rto.@.25 7A - 7A 3/8"d:1@.05, 4@.15,Rto.@.25 JARDIN * CONSULTAR CON PROVEEDOR DE ASCENSOR 5 CAJA DE ASCENSOR 4d3/8" VIGA 5 5 5 5 5 5 d8mm@.25 PARAPETO 5 5 /he = 0.41% < 0.7% /he = 4.9% < 0.7% Ultimo Nivel 11.64cm Entrepiso 1.25 cm DIRECCION Y-Y Entrepiso 1.05 cm Ultimo Nivel 9.81 cm DIRECCION X-X 1 MALLA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features	A/C, Garden / Park
Tags	autocad, base, beams, building, DETAIL, details, DWG, flats, footings, FOUNDATION, foundations, fundament, including, laying of foundations, route, shoes, structure