Estructurasvivienda DWG Block for AutoCAD

Estructurasvivienda DWG Block for AutoCAD

Building systems has a domestic house (structures)

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

project: enlargement of opening for a proposed door, Owner: julio gamarra sevillanos ferrocarril nº barrio san pedro, scale:, project: widening of door opening current state, Owner: julio gamarra sevillanos ferrocarril nº barrio san pedro, scale:, hollow block, npt, slab, scale, typical section, see floor plan, lightened, black wire, scale, lightened slab, black wire, nfvc, events, wall of hollow blocks, from cº sº to cm, section, esc., kind, connecting beam, npt, kind, nfvc, events, wall of hollow blocks, from cº sº to cm, section, esc., connecting beam, npt, technical specifications slabs lightened solid slabs, steel, concrete, free coatings, anchorage minimum overlaps, the le, Street, concrete shelving, done on site, n.p.t., straight length of hooks in stirrups, g., g., free coatings, technical specifications beams, minimum anchorage lengths reinforcement overlaps, steel grade, concrete, bevelled joists cm, the le, beams, foundations, stairs, nfvc, section, esc., kind, connecting beam, npt, section, esc., foundations, brick wall kk rope, npt, section, esc., brick wall kk rope, events, cpm h pm, cg hg, brick wall kk rope, nfcc, npt, events, cpm h pm, foundations, cg hg, brick wall kk head, npt, events, cpm h pm, nfvc, kind, connecting beam, foundations, cg hg, section, esc., npt, column table, element, first level, foundations, cg hg, events, cpm h pm, sole, nfz, npt, cm., npt, foundation beam, npt, m., of confinement, of esc column., cm., cm., cm., second level, third level, fourth level, technical specifications foundations, floor, support stratum cl, gravels well mixed with few fine, poorly graded sands., foundation level, below the current terrain., service load capacity, seismic zone, zone ii, zone factor, seismic classification of soil, soil type, predominant period of soil, ts sec, foundations, false floor, cº on compacted paved soil, foundations, c.o of p.g., overeating, c.o of p.m., false foundations, c.o of p.g., concrete cycle, steel, concrete, foundation beams, retaining wall, tank tank, free coatings, foundation beams cm., retaining wall: dry cm. in contact with the ground cm., minimum lengths of anchor splicing, the le, straight length of stirrup hooks, reinforced concrete, soil factor, construction joints see art. of the standard for general treatment of construction joints, straight length of stirrup hooks, tie rods cm, technical specifications columns, the le, minimum anchorage lengths reinforcement overlaps, structural columns cm, free coatings, concrete, steel grade, Throat thickness of stairs, thickness on floor slab rests, free coatings cm, minimum reinforcement anchoring lengths, step length, length of contrapasos, technical specifications stairs, false foundation, cg hg, npt, v

Raw text data extracted from CAD file:

PROYECTO: AMPLIACION DE VANO PARA PUERTA PROPUESTA PROPIETARIO: JULIO GAMARRA SEVILLANOS \H0.5555x;UBICACION:\H2x; \H0.9x;LINEA FÉRREA Nº 855 - B BARRIO DE SAN PEDRO \H0.5555x;DIST. \H0.9999x;PROV. y DPTO.\H2x; \H0.9x;CUSCO ESCALA: 1 : 50 \H0.5556x;FECHA:\H2x; \H0.7501x;NOVIEMBRE 2008 Ar2 PROYECTO: AMPLIACION DE VANO PARA PUERTA ESTADO ACTUAL PROPIETARIO: JULIO GAMARRA SEVILLANOS \H0.5555x;UBICACION:\H2x; \H0.9x;LINEA FÉRREA Nº 855 - B BARRIO DE SAN PEDRO \H0.5555x;DIST. \H0.9999x;PROV. y DPTO.\H2x; \H0.9x;CUSCO ESCALA: 1 : 50 \H0.5556x;FECHA:\H2x; \H0.7501x;NOVIEMBRE 2008 Ar1 \A1;0.20 \A1;0.10 AST= Ø 1/4" @ 0.25 BLOQUETA HUECA DE C°S° 15x20x30 cm 318.803181186938 318.803181186938 318.803181186938 318.803181186938 NPT +2.65 318.803181186938 318.803181186938 AS - AS + de Losa Aligerada ESCALA 1/10 Sección Típica + AS : VER PLANTA LOSA ALIGERADA d ALAMBRE NEGRO #8 c/m AS , + Vb (0.10x0.20) ESCALA 1/10 LOSA ALIGERADA 453.4913569291683 2d1/2" 2d1/2" 453.4913569291683 d ALAMBRE NEGRO #8 c/0.50m \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.50 \A1;0.90 \A1;0.30 \A1;0.60 \A1;0.25 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.50 \A1;0.90 \A1;0.25 293.5136534897559 NFVC -1.10 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 SOBRECIMENTOS MURO DE BLOQUETAS HUECAS DE Cº Sº DE 30 X 20 X 40 cm 3 Ø 3/4" 2 Ø 5/8" SECCION 1 - 1 esc. 1 : 25 TIPO VC-01 VIGA DE CONEXION NPT +0.20 293.5136534897559 TIPO VC-02 NFVC -1.10 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 293.5136534897559 SOBRECIMENTOS MURO DE BLOQUETAS HUECAS DE Cº Sº DE 25 X 20 X 40 cm 3 Ø 3/4" 2 Ø 5/8" SECCION 2 - 2 esc. 1 : 25 VIGA DE CONEXION NPT +0.20 \A1;45° \A1;G.R. ESPECIFICACIONES TÉCNICAS LOSAS ALIGERADAS Y LOSAS SOLIDAS ACERO : fy = 4,200 Kg/cm2 CONCRETO : f´c = 210 Kg/cm2 2.00 cm RECUBRIMIENTOS LIBRES : ANCLAJES Y TRASLAPES MINIMOS : d La (cm) Le (cm) 3/8" 25 30 1/2" 30 40 15.00 16.00 2.60 8.50 5.25 5.48 5.25 2.825 1.125 3.125 6.60 6.60 1.70 2.675 0.25 4.40 0.25 8.56 1.00 0.25 2.80 2.55 2.80 2.80 2.80 1.20 2.80 2.55 2.80 2.80 0.98 0.67 0.40 1.20 2.80 2.95 3.10 1.13 2.80 2.43 2.80 0.80 2.83 1.00 3.00 1.00 2.99 1.39 2.00 1.00 1.20 0.50 2.38 0.50 2.38 0.50 0.10 0.50 2.38 0.40 2.38 1.15 0.50 2.80 L 0.25 0.18 0.50 0.70 0.30 0.50 0.30 0.70 0.50 0.50 0.25 0.18 0.80 0.40 0.60 0.25 0.18 2.80 calle 14.00 14.00 8.50 5.25 5.48 5.25 2.825 3.125 6.60 6.60 1.70 2.675 \A1;1.10 \A1;1.10 1.00 1.40 1.30 \A1;1.10 \A1;1.10 1.00 1.40 1.30 1.40 1.30 0.60 1.10 14.00 14.00 8.50 5.25 5.48 5.25 2.825 3.125 6.60 6.60 1.70 2.675 2.10 0.50 0.30 3.60 0.50 \A1;2.50 0.50 0.30 2.50 4.00 \A1;4.00 0.50 0.30 6.00 0.50 0.50 \A1;6.50 0.50 0.30 6.00 0.50 0.50 \A1;6.50 0.50 0.30 \A1;2.83 0.50 0.30 4.93 0.30 0.30 2.53 0.30 \A1;5.23 0.50 0.30 2.65 0.30 2.35 4.93 0.30 0.30 5.18 0.30 \A1;5.23 0.50 0.30 \A1;5.48 0.50 0.30 3.70 0.30 0.30 \A1;4.00 0.30 0.15 0.25 4.40 0.25 0.25 1.00 0.25 \A1;4.65 \A1;1.25 4.40 1.00 0.25 3.73 0.30 3.70 0.30 3.70 0.30 3.10 0.30 1.45 0.10 0.35 4.93 0.30 0.30 5.18 0.30 \A1;5.23 0.50 0.30 \A1;5.48 0.50 0.30 \A1;1.10 \A1;1.10 1.00 14.00 14.00 5.25 5.48 5.25 2.825 3.125 6.60 2.675 6.00 0.50 0.50 6.00 0.50 0.50 \A1;6.50 0.50 0.30 4.93 0.30 0.30 2.53 0.30 \A1;5.23 0.50 0.30 \A1;2.83 0.50 0.30 \A1;6.50 0.50 0.30 2.65 \A1;1.10 \A1;1.10 1.00 \A1;45° \A1;G.R. 14.00 14.00 7.00 5.25 5.48 5.25 2.825 3.125 6.60 6.60 2.675 1.40 1.30 1.40 1.30 0.60 1.10 2.35 0.30 1.40 1.30 6.00 0.50 0.50 \A1;6.50 0.50 0.30 6.00 0.50 0.50 \A1;6.50 0.50 0.30 6.00 0.50 0.50 \A1;6.50 0.50 0.30 6.00 0.50 0.50 \A1;6.50 0.50 0.30 4.93 0.30 0.30 2.53 0.30 \A1;5.23 0.50 0.30 \A1;45° \A1;G.R. 11.00 11.00 5.25 5.48 5.25 2.825 6.60 2.675 \A1;1.10 \A1;1.10 1.00 \A1;1.10 \A1;1.10 1.00 \A1;2.83 0.50 0.30 2.65 4.93 0.30 0.30 5.18 0.30 \A1;5.23 0.50 0.30 \A1;5.48 0.50 0.30 11.00 11.00 5.25 5.50 5.25 2.825 6.60 2.675 1.40 1.30 1.40 0.30 2.35 1.30 1.40 1.30 0.60 1.10 0.30 2.53 0.30 0.40 0.25 \A1;2.83 0.40 0.25 2.65 0.30 5.18 0.30 \A1;5.48 2.675 6.20 0.40 0.40 \A1;6.60 0.40 0.25 \A1;45° \A1;G.R. 5.75 5.75 7.00 5.48 2.825 6.60 6.60 0.30 2.35 6.20 0.40 0.40 \A1;6.60 0.40 0.25 0.40 0.25 0.60 4.20 0.30 7.00 6.60 7.00 6.60 7.00 6.60 1.10 2.00 0.15 1.35 2.00 0.50 0.40 0.40 1.35 1.10 1.25 ESTANTERIA DE CONCRETO HECHA EN OBRA N.P.T. ±0.00 - \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.40 \A1;.10 \A1;.10 \A1;45° \A1;Variable \A1;0.10 2.00 1.50 3.03 2.88 5.18 4.93 2.35 2.53 2.75 4.93 2.35 6.45 6.46 7.00 11.00 4.85 4.24 4.76 2.00 0.30 0.25 0.05 0.10 7.00 11.00 11.00 6.31 5.78 5.78 2.90 15.68 11.00 5.75 5.75 LONGITUDES RECTA DE GANCHOS EN ESTRIBOS : 5 G.R. 1/4" 7.5 3/8" 10.0 d G.R. (cm) RECUBRIMIENTOS LIBRES : ESPECIFICACIONES TECNICAS VIGAS LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : ACERO GRADO 60 : CONCRETO : fy = 4,200 Kg/cm2 - Viguetas Peraltadas = 4.00 cm d La (cm) Le (cm) - Vigas Chatas y Viguetas = 2.00 cm 3/8" 25 30 1/2" 30 40 5/8" 40 50 3/4" 50 70 1" 80 120 f´c = 210 Kg/cm2 CIMENTACIONES \H0.4444x;\lesc. 1:50 5 5 5 5 5 5 5 5 A B 5 5 C 5 5 A B C 5 5 2 5 1 2 5 1 5 5 C' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;14 5/8" @ 0.20 m. \A1;6 1/2" @ 0.20 m. \A1;15 5/8" @ 0.20 m. \A1;5 3/8" @ 0.15 m. \A1;6 3/8" @ 0.15 m. \A1;5 3/8" @ 0.15 m. 5 \A1;5 3/8" @ 0.15 m. \A1;5 3/8" @ 0.15 m. \A1;5 3/8" @ 0.15 m. \A1;Z1 \A1;Z1 \A1;Z1 \A1;Z1 \A1;Z1 \A1;Z3 \A1;Z2 5 \A1;Cimiento escalera \A1;B \A1;B \A1;C \A1;C \A1;D \A1;D \A1;A \A1;A 0.50 NFVC -1.50 0.30 0.55 0.90 1.30 4 Ø 3/4" 2 Ø 5/8" SECCION B - B esc. 1 : 25 TIPO VC-01 VIGA DE CONEXION NPT +0.00 SECCION A - A esc. 1 : 25 0.80 1.10 0.15 CIMIENTOS CORRIDOS MURO DE LADRILLO KK SOGA NPT +0.00 0.70 0.40 SECCION D - D esc. 1 : 25 0.30 0.80 1.10 0.15 MURO DE LADRILLO KK SOGA 0.70 0.40 SOBRECIMENTOS C:H 1:8 +25% PM C:H 1:10 + 30% PG 0.30 0.15 MURO DE LADRILLO KK SOGA NFCC -0.80 +0.15 NPT SOBRECIMENTOS C:H 1:8 +25% PM CIMIENTOS CORRIDOS C:H 1:10 + 30% PG 0.25 MURO DE LADRILLO KK CABEZA +0.15 NPT 0.50 0.55 0.90 1.30 SOBRECIMENTOS C:H 1:8 +25% PM NFVC -1.50 TIPO VC-01 VIGA DE CONEXION CIMIENTOS CORRIDOS C:H 1:10 + 30% PG 0.30 4 Ø 3/4" 2 Ø 5/8" SECCION C - C esc. 1 : 25 0.30 +0.15 NPT \A1;C1 \A1;C1 \A1;C2 \A1;C3 \A1;C3 \A1;C1 \A1;C1 \A1;C2 \A1;Z4 \A1;Z4 \A1;Z4 \A1;Z5 \A1;Z5 \A1;Z5 \A1;Z5 CUADRO DE COLUMNAS ELEMENTO PRIMER NIVEL C1 C2 C3 C4 C5 0.15 0.30 0.15 0.30 As= 6 Ø 1/2" As= 4 Ø 1/2" CIMIENTOS CORRIDOS C:H 1:10 + 30% PG SOBRECIMENTOS C:H 1:8 +25% PM SOLADO NFZ -2.00 NPT = +3.03 NPT = +5.91 NPT = +8.79 5 5 5 5 5 5 5 5 5 5 As= 6 Ø 3/4" + 2 Ø 5/8" d 3/8": Rto @ 25 cm. \A1;0.30 \A1;0.50 NPT = +0.00 As= 4 Ø 3/4" d 3/8" 1 @ 0.10 \A1;0.30 \A1;0.50 VIGA DE CIMENTACION 5 5 C1 5 5 @ 0.10 2 @ 0.15 NPT = +11.57 Rto @ 0.20 m. + 2 Ø 5/8" 3 de confinamiento 3 de confinamiento 3 de confinamiento 3 de confinamiento \LDETALLE DE COLUMNA E - E\l esc. 1:50 \A1;VC - 01 \A1;VC - 01 \A1;VC - 01 \A1;VC - 01 \A1;VC - 01 \A1;VC - 01 \A1;VC - 01 \A1;E \A1;E 1 @ 0.05 5 @ 0.10 2 @ 0.15 1 @ 0.05 Z1 5 @ 0.10 2 @ 0.15 1 @ 0.05 5 @ 0.10 2 @ 0.15 1 @ 0.05 As= 6 Ø 3/4" + 2 Ø 5/8" d 3/8": Rto @ 25 cm. \A1;0.30 \A1;0.50 5 @ 0.10 2 @ 0.15 1 @ 0.05 5 @ 0.10 2 @ 0.15 1 @ 0.05 As= 6 Ø 3/4" d 3/8": Rto @ 25 cm. \A1;0.30 \A1;0.50 5 @ 0.10 2 @ 0.15 1 @ 0.05 5 @ 0.10 2 @ 0.15 1 @ 0.05 \A1;0.25 \A1;0.40 d 3/8": Rto @ 25 cm. \A1;C4 \A1;C4 \A1;C4 \A1;C5 \A1;C5 \A1;C5 \A1;C5 0.30 0.50 0.30 0.50 As= 4 Ø 3/4" + 2 Ø 5/8" 0.30 0.50 0.30 0.50 0.25 0.30 0.25 0.30 As= 6 Ø 3/4" + 2 Ø 5/8" 0.25 0.25 0.25 0.25 As= 4 Ø 3/8" SEGUNDO NIVEL TERCER NIVEL CUARTO NIVEL 0.30 0.50 0.30 0.50 As= 4 Ø 3/4" + 2 Ø 5/8" 0.30 0.50 0.30 0.50 As= 6 Ø 3/4" + 4 Ø 5/8" 0.30 0.50 0.30 0.50 As= 4 Ø 3/4" + 2 Ø 5/8" 0.30 0.50 0.30 0.50 As= 6 Ø 3/4" As= 6 Ø 1/2" 0.25 0.30 0.25 0.30 As= 4 Ø 1/2" + 2 Ø 3/8" 0.25 0.30 0.25 0.30 0.30 0.40 0.30 0.40 0.30 0.40 0.30 0.40 As= 4 Ø 3/4" + 2 Ø 5/8" ESPECIFICACIONES TECNICAS CIMENTACIONES SUELO ESTRATO DE APOYO CL : Gravas bien mezcladas : grava-arenas con pocos finos y arenas mal graduadas. NIVEL DE FUNDACION : - 2.00 m por debajo del terreno actual. CAPACIDAD DE CARGA DE SERVICIO : ad = 1.44 Kg/cm2 ZONA SISMICA : Zona II (sísmicidad media). FACTOR DE ZONA : Z = 0.30 CLASIFICACION SISMICA DE SUELO : Suelo tipo S2 PERIODO PREDOMINANTE DE SUELO : Ts = 0.60 seg SOLADOS DE CIMENTACION : e = 0.10, Cº f´c = 80 Kg/cm2 FALSO PISO : e = 0.10, Cº f´c = 140 Kg/cm2 sobre suelo compactado y/o empedrado CIMIENTOS CORRIDOS : Cº f´c = 100 Kg/cm2 + 30 de P.G. SOBRECIMIENTOS : Cº f´c = 140 Kg/cm2 + 25 de P.M. FALSOS CIMIENTOS : Cº f´c = 80 Kg/cm2 + 40 de P.G. CONCRETO CICLOPEO ACERO : CONCRETO : f´c = 210 Kg/cm2 Vigas de Cimentación Muro de Contención Tanque Cisterna RECUBRIMIENTOS LIBRES : Vigas de Cimentación = 5.00 cm. Muro de Contención: -Cara Seca = 2.00 cm. -Cara en contacto con el terreno = 3.50 cm. LONGUITUDES MINIMAS DE ANCLAJE Y EMPALME : d La (cm) Le (cm) 1/4" 15 20 3/8" 25 30 1/2" 30 40 5/8" 40 50 3/4" 50 70 1" 80 120 LONGUITUD RECTA DE GANCHOS DE ESTRIBOS : d L (cm) 1/4" 7.5 3/8" 10 1/2" 15 CONCRETO ARMADO f´y = 4,200 Kg/cm2 FACTOR DE SUELO : S = 1.40 1/4" 15 20 3/8" 25 30 1/2" 30 40 5/8" 40 50 3/4" 50 70 1" 80 120 JUNTAS DE CONSTRUCCIÓN : Ver Art. 6.4 de la Norma E-060 "Concreto Armado" para tratamiento general de juntas de construcción d L (cm) 1/4" 7.5 3/8" 10.0 LONGITUDES RECTA DE GANCHOS DE ESTRIBOS : L - Columnas de amarre = 2.00 cm ESPECIFICACIONES TECNICAS COLUMNAS d La (cm) Le (cm) LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : - Columnas Estructurales = 4.00 cm f´c = 210 Kg/cm2 fy = 4,200 Kg/cm2 RECUBRIMIENTOS LIBRES : CONCRETO : ACERO GRADO 60 : -Acero f´y = 4200 kg/cm2 -Concreto f´c = 210 kg/cm2 * Espesor en garganta de escaleras e = 0.10 m * Espesor en descansos y losa de piso e = 0.20 m * Recubrimientos libres = 2.00 cm * Longitudes mínimas de anclaje del refuerzo (salvo indicado) Ø La (cm) 3/8" 30 1/2" 40 * Longitud de pasos e = 0.25 m * Longitud de contrapasos e = 0.18 m ESPECIFICACIONES TECNICAS ESCALERAS As= 6 Ø 3/4" As= 6 Ø 3/4" \A1;Ø 3/8" @ 0.20 5 5 5 5 5 \A1;Ø 1/2" @ 0.20 FALSO CIMIENTO C:H 1:10 + 30% PG NPT = +0.15 VIGA 25 x 25 PRIMER TRAMO PRIMER NIVEL 5 5 5 \LESCALERAS\l esc. 1:50 \A1;Ø 3/8" @ 0.25 5 5 VCH \A1;Ø 1/2" @ 0.20 5 5 SEGUNDO TRAMO PRIMER, SEGUNDO Y TERCER NIVEL PRIMER TRAMO SEGUNDO Y TERCER NIVEL VCH 5 5 5 VIGA \A1;Ø 1/2" @ 0.20 \A1;Ø 3/8" @ 0.20 5 5 5 \A1;MURO DE CONTENCION DE CºAº \A1;F \A1;F 5 5 5 A B 5 5 C 5 5 A B C 5 2 5 1 2 5 1 5 5 C' 5 5 1 d 5/8" 1 d 1/2" 1 d 5/8" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 5/8" 5 5 1 d 5/8" 1 d 1/2" 1 d 5/8" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 5/8" 5 5 1 d 5/8" 5 5 1 d 5/8" 1 d 1/2" 1 d 1/2" 1 d 5/8" \A1;VCH - 01 \A1;VCH - 01 \A1;VP - 103 \A1;VP - 102 \A1;VP - 101 \A1;VS - 102 \A1;VS - 102 \A1;VS - 101 \A1;VS - 101 \A1;VB - 01 \A1;VB - 01 \A1;VCH - 01 5 5 5 A B 5 5 C 5 5 A B C 5 2 5 1 2 5 1 5 5 C' \A1;VCH - 01 \A1;VCH - 01 \A1;VP - 103 \A1;VP - 102 \A1;VP - 101 \A1;VS - 102 \A1;VS - 102 \A1;VS - 101 \A1;VS - 101 \A1;VB - 01 \A1;VB - 01 \A1;VCH - 01 \LLOSA DE ENTREPISO \H0.4444x;\l esc. 1:50 \LVIGAS DE ENTREPISO \H0.4444x;\l esc. 1:50 VB - VCH 0.20 X 0.20 m LOSA ALIGERADA 2d1/2" 2d1/2" \A1;0.20 d 3/8" c/0.20m AST= Ø 1/4" @ 0.25 BLOQUETA HUECA DE 15x25x30 cm \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 NPT +2.80 \A1;0.15 \A1;0.05 AS - AS + d ALAMBRE NEGRO #8 c/m \A1;0.15 \A1;0.05 SECCION TIPICA DE LOSA ALIGERADA esc. 1/10 esc. 1/10 ESPECIFICACIONES TÉCNICAS LOSAS ALIGERADAS Y LOSAS SOLIDAS ACERO : fy = 4,200 Kg/cm2 CONCRETO : f´c = 210 Kg/cm2 2.00 cm RECUBRIMIENTOS LIBRES : ANCLAJES Y TRASLAPES MINIMOS : d La (cm) Le (cm) 3/8" 25 30 1/2" 30 40 VP-101 (0.30x0.50) Ø3/8" Rto. @ 20 cm 5 6 @ 0.10 1 @ 0.05 5 2 6 @ 0.10 1 @ 0.05 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 12 @ 0.10 1 @ 0.05 2 5 1' 1 SECCION 1 5 5 1 2 Ø 5/8" 1 Ø 5/8" 2 Ø 5/8" 5 5 5 1' 2 @ 0.15 2 @ 0.15 3 @ 0.15 3 @ 0.15 1 Ø 1/2" SECCION 2 5 5 VP-102 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 VP-103 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 VS-101 (0.30x0.50) Ø3/8" Rto. @ 20 cm 5 5 2 5 5 5 Ø3/8" Rto. @ 20 cm C 5 B A SECCION 1 5 5 1 2 Ø 5/8" 2 Ø 5/8" 5 SECCION 2 5 5 5 C' 5 5 Ø3/8" Rto. @ 20 cm 1 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 1 Ø 1/2" 2 Ø 5/8" 1 Ø 5/8" 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 VS-102 (0.30x0.50) Ø3/8" Rto. @ 20 cm 5 5 5 5 5 Ø3/8" Rto. @ 20 cm C 5 B A SECCION 1 5 5 1 2 Ø 5/8" 2 Ø 5/8" 5 SECCION 2 5 5 2 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 1 Ø 1/2" 2 Ø 5/8" 1 Ø 5/8" 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 2 Ø 5/8" 1 Ø 1/2" 1 Ø 5/8" \A1;VCP \A1;VCP \A1;VCP \A1;VCP \A1;VPU VCP (0.15x0.30) Ø1/4" Rto. @ 25 cm 5 5 5 5 B A SECCION 1 1 1 Ø 3/8" 6 @ 0.10 1 @ 0.05 2 @ 0.15 1 Ø 3/8" 2 Ø 3/8" 5 5 5 \A1;VCP \A1;VCP \A1;VCP \A1;VCP 6 @ 0.10 1 @ 0.05 2 @ 0.15 \A1;VPU VPU (0.25x0.30) Ø3/8" Rto. @ 25 cm 5 5 5 5 5 5 SECCION 1 1 5 6 @ 0.10 1 @ 0.05 4 @ 0.15 2 Ø 1/2" 2 Ø 1/2" + 1 Ø 3/8" 5 5 5 5 5 5 5 5 5 5 5 6 @ 0.10 1 @ 0.05 4 @ 0.15 3 @ 0.10 1 @ 0.05 r @ 0.15 Ø 1/2" @ 0.15 Ø 3/8" @ 0.15 5 5 5 \LDETALLE DE VIGAS \H0.4444x;\l esc. 1:50 LONGITUDES RECTA DE GANCHOS EN ESTRIBOS : 5 G.R. 1/4" 7.5 3/8" 10.0 d G.R. (cm) RECUBRIMIENTOS LIBRES : ESPECIFICACIONES TECNICAS VIGAS LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : ACERO GRADO 60 : CONCRETO : fy = 4,200 Kg/cm2 - Viguetas Peraltadas = 4.00 cm d La (cm) Le (cm) - Vigas Chatas y Viguetas = 2.00 cm 3/8" 25 30 1/2" 30 40 5/8" 40 50 3/4" 50 70 1" 80 120 f´c = 210 Kg/cm2 5 5 5 A B 5 5 C 5 5 A B C 5 2 5 1 2 5 1 5 C' 5 5 1 d 5/8" 1 d 1/2" 1 d 5/8" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 5/8" 5 5 1 d 5/8" 1 d 1/2" 1 d 5/8" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 5/8" 5 5 1 d 5/8" 5 5 1 d 5/8" 1 d 1/2" 1 d 1/2" 1 d 5/8" \A1;VCH - 01 \A1;VCH - 01 \A1;VP - 203 \A1;VP - 202 \A1;VP - 201 \A1;VS - 202 \A1;VS - 202 \A1;VS - 201 \A1;VS - 201 \A1;VB - 01 \A1;VB - 01 \A1;VCH - 01 5 5 A B 5 5 C 5 5 A B C 5 2 5 1 5 C' \A1;VCH - 01 \A1;VCH - 01 \A1;VP - 203 \A1;VP - 202 \A1;VP - 201 \A1;VS - 202 \A1;VS - 202 \A1;VS - 201 \A1;VS - 201 \A1;VB - 01 \A1;VB - 01 \A1;VCH - 01 \LLOSA DE ENTREPISO \H0.4444x;\l esc. 1:50 \LVIGAS DE ENTREPISO \H0.4444x;\l esc. 1:50 VB - VCH 0.20 X 0.20 m LOSA ALIGERADA 2d1/2" 2d1/2" \A1;0.20 d 3/8" c/0.20m AST= Ø 1/4" @ 0.25 BLOQUETA HUECA DE 15x20x30 cm \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 NPT +2.80 \A1;0.15 \A1;0.05 AS - AS + d ALAMBRE NEGRO #8 c/m \A1;0.15 \A1;0.05 SECCION TIPICA DE LOSA ALIGERADA esc. 1/10 esc. 1/10 ESPECIFICACIONES TÉCNICAS LOSAS ALIGERADAS Y LOSAS SOLIDAS ACERO : fy = 4,200 Kg/cm2 CONCRETO : f´c = 210 Kg/cm2 2.00 cm RECUBRIMIENTOS LIBRES : ANCLAJES Y TRASLAPES MINIMOS : d La (cm) Le (cm) 3/8" 25 30 1/2" 30 40 VP-202 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 VP-203 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 VS-201 (0.30x0.50) Ø3/8" Rto. @ 20 cm 5 5 2 5 5 5 Ø3/8" Rto. @ 20 cm C 5 B A SECCION 1 5 5 1 2 Ø 5/8" 2 Ø 5/8" 5 SECCION 2 5 5 5 C' 5 5 Ø3/8" Rto. @ 20 cm 1 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 1 Ø 1/2" 2 Ø 5/8" 1 Ø 5/8" 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 VS-202 (0.30x0.50) Ø3/8" Rto. @ 20 cm 5 5 5 5 5 Ø3/8" Rto. @ 20 cm C 5 B A SECCION 1 5 5 1 2 Ø 5/8" 2 Ø 5/8" 5 SECCION 2 5 5 2 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 1 Ø 1/2" 2 Ø 5/8" 1 Ø 5/8" 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 2 Ø 5/8" 1 Ø 1/2" 1 Ø 5/8" \LDETALLE DE VIGAS \H0.4444x;\l esc. 1:50 VP-201 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 LONGITUDES RECTA DE GANCHOS EN ESTRIBOS : 5 G.R. 1/4" 7.5 3/8" 10.0 d G.R. (cm) RECUBRIMIENTOS LIBRES : ESPECIFICACIONES TECNICAS VIGAS LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : ACERO GRADO 60 : CONCRETO : fy = 4,200 Kg/cm2 - Viguetas Peraltadas = 4.00 cm d La (cm) Le (cm) - Vigas Chatas y Viguetas = 2.00 cm 3/8" 25 30 1/2" 30 40 5/8" 40 50 3/4" 50 70 1" 80 120 f´c = 210 Kg/cm2 5 5 A B 5 5 C 5 5 A B C 2 5 1 5 C' 5 5 1 d 5/8" 1 d 1/2" 1 d 5/8" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 5/8" 5 5 1 d 5/8" 1 d 1/2" 1 d 5/8" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 5/8" 5 5 1 d 5/8" 5 5 1 d 5/8" 1 d 1/2" 1 d 1/2" 1 d 5/8" \A1;VCH - 01 \A1;VCH - 01 \A1;VP - 303 \A1;VP - 302 \A1;VP - 301 \A1;VS - 302 \A1;VS - 302 \A1;VS - 301 \A1;VS - 301 \A1;VB - 01 \A1;VB - 01 \A1;VCH - 01 5 5 A B 5 5 C 5 5 A B C 2 5 1 5 C' \A1;VCH - 01 \A1;VCH - 01 \A1;VP - 303 \A1;VP - 302 \A1;VP - 301 \A1;VS - 302 \A1;VS - 302 \A1;VS - 301 \A1;VS - 301 \A1;VB - 01 \A1;VB - 01 \A1;VCH - 01 \LLOSA DE ENTREPISO \H0.4444x;\l esc. 1:50 \LVIGAS DE ENTREPISO \H0.4444x;\l esc. 1:50 VB - VCH 0.20 X 0.20 m LOSA ALIGERADA 2d1/2" 2d1/2" \A1;0.20 d 3/8" c/0.20m AST= Ø 1/4" @ 0.25 BLOQUETA HUECA DE 15x20x30 cm \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 NPT +2.80 \A1;0.15 \A1;0.05 AS - AS + d ALAMBRE NEGRO #8 c/m \A1;0.15 \A1;0.05 SECCION TIPICA DE LOSA ALIGERADA esc. 1/10 esc. 1/10 ESPECIFICACIONES TÉCNICAS LOSAS ALIGERADAS Y LOSAS SOLIDAS ACERO : fy = 4,200 Kg/cm2 CONCRETO : f´c = 210 Kg/cm2 2.00 cm RECUBRIMIENTOS LIBRES : ANCLAJES Y TRASLAPES MINIMOS : d La (cm) Le (cm) 3/8" 25 30 1/2" 30 40 VP-302 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 VP-303 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 VS-301 (0.30x0.50) Ø3/8" Rto. @ 20 cm 5 5 2 5 5 5 Ø3/8" Rto. @ 20 cm C 5 B A SECCION 1 5 5 1 2 Ø 5/8" 2 Ø 5/8" 5 SECCION 2 5 5 5 C' 5 5 Ø3/8" Rto. @ 20 cm 1 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 1 Ø 1/2" 2 Ø 5/8" 1 Ø 5/8" 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 VS-302 (0.30x0.50) Ø3/8" Rto. @ 20 cm 5 5 5 5 5 Ø3/8" Rto. @ 20 cm C 5 B A SECCION 1 5 5 1 2 Ø 5/8" 2 Ø 5/8" 5 SECCION 2 5 5 2 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 1 Ø 1/2" 2 Ø 5/8" 1 Ø 5/8" 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 2 Ø 5/8" 1 Ø 1/2" 1 Ø 5/8" \LDETALLE DE VIGAS \H0.4444x;\l esc. 1:50 VP-301 (0.30x0.50) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 1" 1 Ø 3/4" 2 Ø 1" 4 @ 0.15 1 Ø 1/2" 12 @ 0.10 1 @ 0.05 4 @ 0.15 LONGITUDES RECTA DE GANCHOS EN ESTRIBOS : 5 G.R. 1/4" 7.5 3/8" 10.0 d G.R. (cm) RECUBRIMIENTOS LIBRES : ESPECIFICACIONES TECNICAS VIGAS LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : ACERO GRADO 60 : CONCRETO : fy = 4,200 Kg/cm2 - Viguetas Peraltadas = 4.00 cm d La (cm) Le (cm) - Vigas Chatas y Viguetas = 2.00 cm 3/8" 25 30 1/2" 30 40 5/8" 40 50 3/4" 50 70 1" 80 120 f´c = 210 Kg/cm2 5 5 5 B 5 C 5 B C 2 5 1 2 5 1 5 C' \A1;VCH - 01 \A1;VPT - 403 \A1;VPT - 402 \A1;VST - 402 \A1;VST - 401 \A1;VB - 01 \A1;VCH - 01 \LVIGAS DE TECHO \H0.4444x;\l esc. 1:50 VPT-402 (0.25x0.40) 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 5/8" 1 Ø 1/2" 2 Ø 5/8" 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 VPT-403 (0.25x0.40) VST-401 (0.25x0.40) 2 5 5 5 Ø3/8" Rto. @ 20 cm C B SECCION 1 5 5 2 Ø 5/8" 5 SECCION 2 5 5 5 C' 5 5 Ø3/8" Rto. @ 20 cm 1 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 6 @ 0.10 1 @ 0.05 2 @ 0.15 VST-402 (0.25x0.40) 5 5 5 Ø3/8" Rto. @ 20 cm C B 2 Ø 5/8" 5 1 12 @ 0.10 1 @ 0.05 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 2 Ø 5/8" 1 Ø 1/2" \LDETALLE DE VIGAS \H0.4444x;\l esc. 1:50 5 5 5 Ø3/8" Rto. @ 20 cm 12 @ 0.10 1 @ 0.05 2 5 1 SECCION 1 5 5 1 2 Ø 5/8" 1 Ø 1/2" 2 Ø 5/8" 4 @ 0.15 12 @ 0.10 1 @ 0.05 4 @ 0.15 2 Ø 5/8" SECCION 1 5 5 \LMURO DE CONTENCION CºAº\l esc. 1:50 5 5 NPT = +0.00 5 \A1;Ø 1/2" @ 0.20 \A1;Ø 3/8" @ 0.20 \A1;Ø 1/2" @ 0.20 \A1;Ø 3/8" @ 0.20 \A1;Ø 1/2" @ 0.20 3/8" 25 30 1/2" 30 40 JUNTAS DE CONSTRUCCIÓN : Ver Art. 6.4 de la Norma E-060 "Concreto Armado" para tratamiento general de juntas de construcción - Muro = 5.00 cm ESPECIFICACIONES TECNICAS MURO DE CONTENCION CºAº d La (cm) Le (cm) LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : - Cimientos = 7.00 cm f´c = 210 Kg/cm2 fy = 4,200 Kg/cm2 RECUBRIMIENTOS LIBRES : CONCRETO : ACERO GRADO 60 : \A1;Talud de relleno 5 2 5 1 5 2 5 1 5 2 5 1 \A1;TANQUE CISTERNA \LTANQUE CISTERNA\l esc. 1:50 \A1;A' \A1;A' \A1;B' \A1;B' CORTE A' - A' CORTE B' - B' \A1;02 ELECTROBOMBAS DE 1 HP \A1;TANQUE HIDRONEUMATICO DE MEMBRANA DE 24 lts \A1;TABLERO DE PRESION CONSTANTE CON SISTEMA DE ALTERNACIA 5 5 \A1;TAPA DE INSPECCION SANITARIA 5 5 5 5 5 5 5 5 \A1;Ø 3/8" @ 0.15 \A1;Ø 3/8" @ 0.15 \A1;Ø 1/2" @ 0.15 \A1;Ø 3/8" @ 0.15 \A1;Ø 1/2" @ 0.15 \A1;Ø 3/8" @ 0.15 \A1;Tarrajeo interior con impermebealizante Columna C2 solo en zona de escaleras 5 \A1;Ø 3/8" @ 0.20 DETALLE DE VEREDAS esc 1/10 .25 .15 .40 .10 .10 .15 .25 5 Galería de circulación Bruna 1cm.x1cm. Cemento Pulido y bruñado Pendiente = 1 % C/0.95 mt N.P.T. + 0.13 TERRENO APISONADO O AFIRMADO (3") DE ACUERDO A ESTUDIOS DE SUELOS JUNTA DE DILATACIÓN CON SELLO ASFALTICO e= 1" Variable + 0.15 FALSO PISO 0.10 \A1;0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 As= 4 Ø 1/2" + 2 Ø 3/8" 0.25 0.30 0.25 0.30 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Tags	autocad, block, building, domestic, DWG, erdbebensicher strukturen, house, seismic structures, structures, strukturen, systems