Construction Details Houses DWG Plan for AutoCAD

Construction Details Houses DWG Plan for AutoCAD

Structure Plan for Housing 5 Levels; contains planes. Foundations, Columns, Lightened, staircase, beams and details

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

v.b., ast, teknoport, detail edge joist slab, scale, variable, section, scale, section, detail of running foundations, section, n.p.t., variable, n.p.t., n.p.t., variable, variable, section, npt, staircase detail, vch, beam, section, npt, vch, npt, foundation beams, esc., sole, section, foundation beams, esc., rto., rto., rto., rto., sole, section, rto., rto., rto., rto., minimal overlap, detail of foundation beam, scale, sole, sole, rto., sole, rto., rto., rto., rto., rto., sole, rto., multifamily housing, flat, draft, scale:, Location:, date:, sheet:, schedule my home, column, its T., column, bending of stirrups, scale, its T., level, kind, column table, scale, stirrups, level, stirrups, level, rto., its T, rto., its T, stirrups, rto., its T, level, rto., rto., level, after, variable, false zapata e.g., variable, esc., typical column, rto., level, slab section lightened, teknoport, scale, ace. temp., scale:, Wall, beam, colonial tile, tijeral detail, belts, beam, parapet detail, scale:, Wall, mesh, connection beams frame, dimensions, beam, rto., stirrups, reinforcing steel, connecting rods …………………………… r cm., beams columns peraltada ………………………… r cm., slab ladders ………………………………………… … r cm., containment elements ………………………… r cm., load capacity of foot foundation level ðt kg, concrete structural elements of confinement of masonry walls of hollow blocks ……………………………….. f’c, mixing soles, mix f’c stone, concrete structural elements main …………………. f’c, false mix f’c floor, reinforced concrete, concrete simple cycle, free coatings, minimum overlap lengths unless indicated, steel grade ………………………………………… (I.e., general technical specifications, floor, column, folded hooks stirrups, construction of walls, expanded polystyrene, every row, wires no., expanded polystyrene, rto., rto., rto., rto., rto., rto., rto., mesh, nro, structures: lightened stairs, details, level, lightened to levels, esc., double detail, beam, beam, scale:, rto., rto., section, v.b., ast, teknoport, detail edge joist slab, scale, steel anchor, of beams, beams, its T., scale, bending of stirrups, its T., beams, details, structures: beams, nro, portico, scale:, portico, scale:, columns details, structures:, nro, rto., its T, rto., its T, rto., its T, rto., its T, rto., its T, rto., its T, rto., its T, multifamily housing, flat, draft, scale:, scale, Location:, date, date:, sheet:, schedule my home, double joist, water well, of light, water well, of light, water well, of vent., water well, of vent., double joist, stairs, foundation plan, scale, vch, section, portico, scale:, section, multifamily housing, flat, draft, scale:, scale, Location:, date, date:, sheet:, schedule my home, vch, beam, beam, scale:, rto., section, connecting rods …………………………… r cm., beams columns peraltada ………………………… r cm., slab ladders ………………………………………… … r cm., containment elements ………………………… r cm., capac

Raw text data extracted from CAD file:

\A1;3,01 \A1;4,74 \A1;4,98 \A1;3,12 \A1;4,92 \A1;2,93 \A1;3,80 \A1;3,80 \A1;3,01 \A1;4,74 \A1;4,98 \A1;3,12 \A1;4,92 \A1;2,93 0.20 0.20 0.40 0.10 0.05 0.15 0.10 5 5 V.B. 5 5 0.05 5 5 4 Ø 1/2" Ast Ø 1/4"@0,25 Ø 1/2" 0.40x0.15x1.20 TEKNOPORT DETALLE VIGUETA DE BORDE Y LOSA Escala 1/12.5 \A1;0.40 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.70 VARIABLE \A1;0.30 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.60 SECCION A-A' ESCALA 1/25 SECCION C-C' DETALLE DE CIMIENTOS CORRIDOS SECCION B-B' N.P.T. +0.00 0.4000000000000909 5 5 4 Ø 3/4" 2 Ø 1/2" 5 0.70 VARIABLE N.P.T. +0.00 5 0.599999999999909 0.4000000000000909 0.599999999999909 0.6000000000000227 N.P.T. +0.00 \A1;TRAS MIN.0.80 \A1;0.40 \A1;0.40 \A1;2.12 \A1;2.60 \A1;1.40 Variable \A1;0.40 \A1;2.20 \A1;2.50 Variable \A1;0.40 \A1;2.20 \A1;0.40 \A1;2.20 \A1;0.50 \A1;0.60 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.15 \A1;.05 \A1;0.10 22°30" 0.60 0.60 1.00 \A1;h \A1;r \A1;r \A1;b \A1;0,03 \A1;0,10 \A1;0,012 \A1;0,24 \A1;0,09 \A1;0,012 \A1;0.30 \A1;0.60 \A1;0.30 0.20 0.20 0.20 0.20 0.40 0.10 0.05 0.15 0.10 3.01 4.74 1.30 0.80 0.80 1.30 0.60 0.60 0.60 0.60 3.12 4.98 0.20 0.20 0.60 \A1;0,60 \A1;0,60 \A1;0,80 \A1;1,20 \A1;0,80 \A1;0,80 \A1;1,20 \A1;1,00 \A1;0,80 \A1;1,20 \A1;1,20 \A1;1,00 \A1;0,80 \A1;1,20 \A1;1,20 \A1;1,00 \A1;0,80 \A1;1,20 \A1;1,20 \A1;1,00 \A1;0,80 \A1;1,20 \A1;0,80 \A1;1,20 \A1;0,80 \A1;1,20 \A1;0,80 \A1;1,20 \A1;2,60 \A1;2,60 \A1;2,60 \A1;2,60 \A1;1,60 \A1;1,60 2.93 4.92 0.25 0.40 0.60 0.60 2.93 4.92 3.12 4.98 Tras.min.60 Tras.min.60 Tras.min.60 3.80 0.25 0.40 0.20 0.40 e=0.15 0.60 0.25 0.1866 0.15 0.20 0.1846 e=0.15 0.25 0.50 0.15 0.50 0.40 0.25 0.1846 0.60 0.15 0.60 0.60 0.60 0.25 0.1846 e=0.15 0.15 0.80 e=0.15 TRAMO 2 TRAMO 1 5 0.25 0.1866 d 1/2" @ 0.20 d 1/2" @ 0.20 0.1499999999999773 d 1/2" @ 0.20 5 NPT + 3.00 5 d 3/8" @ 0.20 e=0.15 0.25 d 1/2" @ 0.20 5 0.1500000000000341 d 1/2" @ 0.20 (ALTERNADOS) d 3/8" @ 0.20 (ALTERNADOS) 1 2 4 5 6 13 14 15 16 DETALLE ESCALERA VCH 5 0.4000000000002046 6 d 1/2" @ 0.20 (ALTERNADOS) 3 2 viga 23 22 21 d 1/2" @ 0.20 d 1/2" @ 0.20 0.25 0.1846 5 0.1499999999999915 TRAMO 3,5,7 NPT + 3.00 VCH 5 17 3 (ALTERNADOS) d 1/2" @ 0.20 (ALTERNADOS) d 1/2" @ 0.20 d 1/2" @ 0.20 d 1/2" @ 0.20 7 8 9 10 11 5 5 0.25 5 e=0.15 0.1499999999999773 12 4 0.803098334235969 NPT + 0.00 7 13 17 \A1;0.30 0.25 0.25 0.25 4.74 3.01 0.25 0.25 1.10 0.30 0.60 0.50 0.50 0.25 0.25 0.25 4.74 3.01 0.25 0.25 1.10 0.60 0.30 0.50 0.50 1.60 0.60 2.60 0.60 VIGAS DE CIMENTACION EJES 5-5' 4-4' 3-3' 2-2' VT 101 ESC. 1 : 25 SOLADO 1: 12 0.599999999999909 0.2999999999999545 4 Ø 3/4" 2 Ø 3/8" 0.5013871411727564 Ø 1/2" @ 0.15 Ø 1/2" @ 0.175 2 Ø 5/8" 0.30 SECCION 2-2 2.599999999999682 VC 0.599999999999909 0.5013871411727564 VIGAS DE CIMENTACION EJES 6-6' 1-1' VT 102 Ø 1/2" @ 0.15 Ø 1/2" @ 0.175 4 Ø 3/4" 2 Ø 3/8" 0.25 B 0.25 0.25 A 4.74 C 5 4 Ø 3/4" 2 Ø 3/8" 2 Ø 5/8" 2 Ø 3/8" 2 Ø 5/8" 0.246875672445185 0.25 1 1' Ø 1/2" @ 0.15 Ø 1/2"@ 0.175 5 ESC. 1 : 25 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 4 @ 0.15 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 4 @ 0.15 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 6 @ 0.15 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 6 @ 0.15 SOLADO 1: 12 0.2999999999999545 4 Ø 3/4" 2 Ø 3/8" Ø 1/2" @ 0.175 2 Ø 5/8" SECCION 1-1 1.599999999999909 0.599999999999909 0.5013871411727564 0.30 VC 0.599999999999909 0.5013871411727564 Ø 1/2" @ 0.15 Ø 1/2" @ 0.175 4 Ø 3/4" 2 Ø 3/8" 0.25 B 0.25 0.25 A 4.74 C 5 4 Ø 3/4" 2 Ø 3/8" 2 Ø 5/8" 2 Ø 3/8" 2 Ø 5/8" 0.246875672445185 0.25 2 2' Ø 1/2" @ 0.15 Ø 1/2"@ 0.175 5 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 4 @ 0.15 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 4 @ 0.15 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 6 @ 0.15 1 @ 0.10 Rto. @ 0.25 1 @ 0.05 d 3/8" 6 @ 0.15 0.30 0.30 0.60 0.25 2.60 0.25 3.80 0.30 0.50 0.50 0.50 4.92 0.30 2.60 0.30 1.60 0.50 0.30 0.30 2.93 0.30 2.60 0.30 0.60 TRASLAPE MINIMO 5 DETALLE DE VIGA DE CIMENTACION ESCALA 1/25 2 Ø 3/4" 3 Ø 3/4" SOLADO 1: 12 0.2999999999999545 2.599693410136183 0.2999999999999545 1.60 0.5020566685312531 0.30 0.3003427780885914 5 5 SOLADO 1: 12 6 0.2999999999999545 2.599693410136297 0.2999999999999545 Ø 1/2" @ 0.175 5 @ 0.10 Rto. @ 0.20 4 SOLADO 1: 12 1 @ 0.05 d 3/8" 5 @ 0.10 Rto. @ 0.20 1 @ 0.05 d 3/8" 2 Ø 3/4" 3 Ø 3/4" Ø 1/2" @ 0.175 Ø 1/2" @ 0.15 2Ø 5/8" 4Ø 3/4" 2Ø 3/8" 2Ø 5/8" 4Ø 3/4" 2Ø 3/8" 5 @ 0.10 Rto. @ 0.20 1 @ 0.05 d 3/8" 5 @ 0.10 Rto. @ 0.20 1 @ 0.05 d 3/8" 5 @ 0.10 Rto. @ 0.20 1 @ 0.05 d 3/8" 2 Ø 3/4" 3 Ø 3/4" 0.2999999999999545 0.6000000000000227 Ø 1/2" @ 0.15 5 0.25 2.599693410136183 0.25 Ø 1/2" @ 0.175 5 @ 0.10 Rto. @ 0.20 3 SOLADO 1: 12 1 @ 0.05 d 3/8" 5 @ 0.10 Rto. @ 0.20 1 @ 0.05 d 3/8" Ø 1/2" @ 0.175 Ø 1/2" @ 0.15 2Ø 5/8" 4Ø 3/4" 2Ø 3/8" 5 Ø 1/2" @ 0.175 0.3003427780883641 5 5 5 Tras.min.60 Tras.min.60 Tras.min.60 3.80 3.12 4.98 2.93 4.92 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.25 0.40 0.60 0.60 0.25 0.40 0.25 0.40 0.60 0.60 0.25 0.40 0.25 0.40 0.60 0.60 0.25 0.40 0.25 0.40 5 5 5 5 5 5 1 2 3 C B A 4 5 6 5 5 5 5 5 5 5 1 2 3 C B A 4 5 6 5 VIVIENDA MULTIFAMILIAR PLANO PROYECTO ESCALA: UBICACION: FECHA: LAMINA: PROGRAMA MI VIVIENDA COLUMNA C-2 1@0.05 5@0.10 Rto.@0.25 2@0.15 0.22 0.17 EST. 2 d 3/8" COLUMNA C-1 DOBLADO DE ESTRIBOS ESCALA : 1 / 20 EST. 2 d 3/8" 0.20 0.22 NIVEL C-2 C-1 TIPO CUADRO DE COLUMNAS ESCALA : 1 / 20 ESTRIBOS 3° NIVEL 2° NIVEL 1° NIVEL ESTRIBOS ESTRIBOS 0.30 0.45 4° NIVEL Rto. @ 0.25 1 @ 0.05 d 3/8" 4 @ 0.10 3 @ 0.15 EST (2) 0.20 Rto. @ 0.25 1 @ 0.05 d 3/8" 4 @ 0.10 3 @ 0.15 EST (3) 0.17 ESTRIBOS Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) 2do NIVEL 3er NIVEL 4 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 16 Ø 3/8" @ 0.10cms. 1 Ø 3/8" @ 0.05cms. 3 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 4 Ø 3/8" @ 0.10cms. 1er NIVEL TRAS MIN.0.80 0.40 0.40 2.12 2.60 1.40 Variable 0.40 2.20 FALSA ZAPATA C ° 1:12 +25% P.G. 2.50 Variable ESC. 1 : 25 COLUMNA TIPICA 3 Ø 3/8" @ 0.10cms. 3 Ø 3/8" @ 0.10cms. 3 Ø 3/8" @ 0.10cms. NP +3.00 NP +5.60 NP +8.20 0.40 3 Ø 3/8" @ 0.10cms. NP +10.80 2.20 0.40 3 Ø 3/8" @ 0.10cms. 2.20 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. NF-2.50 2 Ø 5/8" 0.50 4 \U+00D8 3/4" 0.60 0.30 NP +0.00 4to NIVEL 5to NIVEL 4Ø 3/4"+4Ø5/8" 4Ø 3/4"+2Ø5/8" 0.30 0.40 8Ø5/8" 6Ø5/8" 0.30 0.50 0.25 0.35 8Ø5/8" 6Ø5/8" 0.25 0.40 SECCION DE LOSA ALIGERADA 0.40 Ø 1/2" Ø 1/2" TEKNOPORT 0.40x0.15x1.20 0.40 0.10 0.10 0.15 Escala 1/12.5 .05 1/4"@ .25m As. temp. Q 0.10 22°30" ESCALA: 1/25 MURO VIGA 5 5 2" x 3" 2" x 8" 2" x 8" TEJA COLONIAL DETALLE DE TIJERAL 2" x 6" CORREAS DE 5 VIGA DETALLE DE PARAPETO ESCALA: 1/25 MURO MALLA Ø 1/4" @ 0.40 h CUADRO DE VIGAS DE CONECCION r 0.075 B 0.30 h 0.60 DIMENSIONES (mts) VIGA VC ø 3/8" : 1 @ 0.05; Rto. @ 0.20 ESTRIBOS As 2 Ø 3/4" - As + 3 Ø 3/4" ACERO DE REFUERZO r r b fy = 4,200 kg/cm2 - ZAPATAS Y VIGAS DE CONEXION .................................r = 7.50 cm. - VIGAS Y COLUMNAS PERALTADAS ..............................r = 4.00 cm. - LOSAS Y ESCALERAS ...................................................r = 2.00 cm. - ELEMENTOS DE CONFINAMIENTO ..............................r = 2.00 cm. CAPACIDAD DE CARGA DEL TERRENO, A NIVEL DE FUNDACION DE ZAPATAS ðt = 0.86 KG / cm2 CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS ...................................................f'c = 175 Kg/cm2 SOLADOS DE CIMENTACION, e = 0.05, MEZCLA CEMENTO-HORMIGON, f'c= 80 kg/cm2 SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % PIEDRA MEDIANA, f'c =140 Kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES ......................f'c = 210 Kg/cm2 FALSOS PISOS, e = 0.10, MEZCLA CEMENTO-HORMIGON, f'c = 140 Kg/cm2 (SOBRE SUELO COMPACTADO) CONCRETO ARMADO CONCRETO SIMPLE Y CICLOPEO Le (cm.) La (cm.) Ø RECUBRIMIENTOS LIBRES : LONGITUDES MINIMAS DE TRASLAPE ( salvo indicado ) ACERO GRADO 60 ......................................................... 80 60 50 40 50 55 40 30 1/2 " 5/8 " 3/4 " 3/8 " ESPECIFICACIONES TECNICAS GENERALES SUELO 0,03 0,10 45° 45° \U+2205 DE COLUMNA Doblado Ganchos estribos CONSTRUCCION DE MUROS 0,012 ESC:1/25 poliestireno expandido e=0,016 m cada 4 hileras 2 Alambres No. 8 poliestireno expandido e=0,016 m poliestireno expandido e=0,016 m 0,24 0,09 0,012 0.30 2 \U+00D8 1/2" 3 Ø 3/8" @ 0.10cms. 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. 2 Ø 3/8" @ 0.15cms. Rto. Ø 3/8" @ 0.25cms. 1 Ø 3/8" @ 0.05cms. 5 Ø 3/8" @ 0.10cms. 0.60 0.30 4 \U+00D8 3 /4" 2 \U+00D8 1/2" VC MALLA Ø 3/8" @ 0.40 NRO ESTRUCTURAS: ALIGERADOS ESCALERAS Y DETALLES 5° NIVEL 0.25 0.30 6Ø5/8" 4Ø5/8" 0.25 0.35 NP +13.40 ALIGERADOS 2DO AL 5TO NIVELES ESC. 1 : 50 DETALLE DOBLE VIGETA d 3/8" VIGA a a' VIGA ESCALA: 1/25 5 2 Ø 1/2" 5 2 Ø 1/2" 2 d 1/2" Rto. @ 0.20 1 @ 0.05 5 @ 0.10 d 3/8" Rto. @ 0.20 1 @ 0.05 5 @ 0.10 2 d 1/2" sección a-a' 0.20 0.20 V.B. 0.40 0.10 0.05 0.15 0.10 4 Ø 1/2" Ast Ø 1/4"@0,25 Ø 1/2" 0.40x0.15x1.20 TEKNOPORT DETALLE VIGUETA DE BORDE Y LOSA Escala 1/12.5 ANCLAJE DE ACERO 0.20 0.20 \U+2205 DE VIGAS VIGAS 0.20x0.20 \A1;0.10 \A1;0.10 0.16 0.16 EST. 2 d 3/8" ESCALA : 1 / 20 DOBLADO DE ESTRIBOS EST. 1 d 3/8" 0.32 0.17 VIGAS 0.25x0.40 Y DETALLES ESTRUCTURAS: VIGAS NRO PORTICO A-A' VS-101-201(0.25x0.40) ESCALA: 1/25 PORTICO 1-1' 2-2' 3-3' 4-4' 5-5' 6-6' VP-101 (0.25x0.40) ESCALA: 1/25 3.01 C A A' A 4.74 B 0.60 1 @ 0.05 d 3/8" 5 @ 0.10 5 5 2 d 3/4" 5 1 d 5/8" 5 5 5 3 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 4 @ 0.20 5 5 3 @ 0.23 1 @ 0.05 d 3/8" 5 @ 0.10 <> A' 2 d 5/8" 4.98 3 2d 5/8" 2 A 1 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 0.30 0.55 0.30 0.45 4Ø 3/4"+4Ø5/8" 4Ø 3/4"+2Ø5/8" 0.30 0.55 COLUMNAS Y DETALLES ESTRUCTURAS: CIMENTACIONES, NRO Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) Rto. @ 0.25 1 @ 0.05 d 3/8" 5 @ 0.10 2 @ 0.15 EST (3) 1@0.05 5@0.10 Rto.@0.25 2@0.15 VIVIENDA MULTIFAMILIAR PLANO PROYECTO ESCALA: ESCALA UBICACION: FECHA FECHA: LAMINA: PROGRAMA MI VIVIENDA 5 5 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA POZO DE LUZ POZO DE LUZ POZO DE VENT. POZO DE VENT. DOBLE VIGUETA ESCALERA VP-101 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 A-1 PLANO DE CIMENTACIONES ESCALA 1/50 5 5 5 5 5 5 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VC 0.30 x0.60 VT 101 VT 101 VT 101 VT 101 VT 101 VT 101 VT 101 VT 101 VT 102 VT 102 VT 102 VT 102 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 CC CC CC CC CC 3 @ 0.23 1 @ 0.05 d 3/8" 5 @ 0.10 3 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 4 @ 0.20 VCH 0.20X0.45 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 <> 2 d 5/8" 4.92 4 2d 5/8" 5 6 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.10 sección a-a' 5 2 d 3/4" +1Ø5/8" 5 5 PORTICO B-B' C-C' VS-101-201(0.25x0.40) ESCALA: 1/25 <> A' 2 d 5/8" 4.98 2d 5/8" A 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 <> 2 d 5/8" 4.92 2d 5/8" 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.10 5 Tras.min.60 Tras.min.60 Tras.min.60 2 d 5/8" 2d 5/8" 3.80 3 d 5/8" sección a-a' 5 3 d 5/8" 5 VIVIENDA MULTIFAMILIAR PLANO PROYECTO ESCALA: ESCALA UBICACION: FECHA FECHA: LAMINA: PROGRAMA MI VIVIENDA VCH 0.20x40 d 3/8" VIGA a a' VIGA ESCALA: 1/25 5 5 3 d 5/8" Rto. @ 0.10 1 @ 0.05 sección a-a' 3 d 5/8" 4 d 5/8" 4 d 5/8" fy = 4,200 kg/cm2 - ZAPATAS Y VIGAS DE CONEXION .................................r = 7.50 cm. - VIGAS Y COLUMNAS PERALTADAS ..............................r = 4.00 cm. - LOSAS Y ESCALERAS ...................................................r = 2.00 cm. - ELEMENTOS DE CONFINAMIENTO ..............................r = 2.00 cm. CAPACIDAD DE CARGA DEL TERRENO, A NIVEL DE FUNDACION DE ZAPATAS ðt = 0.86 KG / cm2 CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS ...................................................f'c = 175 Kg/cm2 SOLADOS DE CIMENTACION, e = 0.05, MEZCLA CEMENTO-HORMIGON, f'c= 80 kg/cm2 SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % PIEDRA MEDIANA, f'c =140 Kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES ......................f'c = 210 Kg/cm2 FALSOS PISOS, e = 0.10, MEZCLA CEMENTO-HORMIGON, f'c = 140 Kg/cm2 (SOBRE SUELO COMPACTADO) CONCRETO ARMADO CONCRETO SIMPLE Y CICLOPEO Le (cm.) La (cm.) Ø RECUBRIMIENTOS LIBRES : LONGITUDES MINIMAS DE TRASLAPE ( salvo indicado ) ACERO GRADO 60 ......................................................... 80 60 50 40 50 55 40 30 1/2 " 5/8 " 3/4 " 3/8 " ESPECIFICACIONES TECNICAS GENERALES SUELO fy = 4,200 kg/cm2 - ZAPATAS Y VIGAS DE CONEXION .................................r = 7.50 cm. - VIGAS Y COLUMNAS PERALTADAS ..............................r = 4.00 cm. - LOSAS Y ESCALERAS ...................................................r = 2.00 cm. - ELEMENTOS DE CONFINAMIENTO ..............................r = 2.00 cm. CAPACIDAD DE CARGA DEL TERRENO, A NIVEL DE FUNDACION DE ZAPATAS ðt = 0.86 KG / cm2 CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS ...................................................f'c = 175 Kg/cm2 SOLADOS DE CIMENTACION, e = 0.05, MEZCLA CEMENTO-HORMIGON, f'c= 80 kg/cm2 SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % PIEDRA MEDIANA, f'c =140 Kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES ......................f'c = 210 Kg/cm2 FALSOS PISOS, e = 0.10, MEZCLA CEMENTO-HORMIGON, f'c = 140 Kg/cm2 (SOBRE SUELO COMPACTADO) CONCRETO ARMADO CONCRETO SIMPLE Y CICLOPEO Le (cm.) La (cm.) Ø RECUBRIMIENTOS LIBRES : LONGITUDES MINIMAS DE TRASLAPE ( salvo indicado ) ACERO GRADO 60 ......................................................... 80 60 50 40 50 55 40 30 1/2 " 5/8 " 3/4 " 3/8 " ESPECIFICACIONES TECNICAS GENERALES SUELO 0.30 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 VIGAS DE TECHO NP+ 13.40(0.25x0.40) ESCALA: 1/25 <> A' 2 d 5/8" 4.98 2d 5/8" A 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 <> A' 2 d 5/8" 4.92 2d 5/8" A 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.20 5 @ 0.10 1 @ 0.05 d 3/8" 4 @ 0.10 5 Tras.min.60 Tras.min.60 Tras.min.60 2 d 5/8" 2d 5/8" 3.80 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 3d 5/8" 5 5 3 d 5/8" 5 5 3d 5/8" 3 d 5/8" 5 5 b' b 2 d 5/8" sección b-b' 5 2 d 5/8" 5 A' A b' b 3d 5/8" 3 d 5/8" 5 5 b' b 3 d 5/8" sección a-a' 5 3 d 5/8" 5 2 d 5/8" sección b-b' 5 2 d 5/8" 5 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 3d 5/8" 3 d 5/8" 5 5 A' A 3 d 5/8" sección a-a' 5 3 d 5/8" 5 2 d 5/8" sección b-b' 5 2 d 5/8" 5 b' b 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 4 @ 0.15 1 @ 0.05 d 3/8" 7 @ 0.10 5 @ 0.20 5 5 b' b b' b 3 d 5/8" sección a-a' 5 3 d 5/8" 5 2 d 5/8" sección b-b' 5 2 d 5/8" 5 b' b 2 d 3/4" +1Ø5/8" 2 d 3/4" +1Ø5/8" 2 d 3/4" +1Ø5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 1 d 5/8" 3 2 1 4 5 6 3 2 1 4 5 6 2 d 5/8" 2d 5/8" 2 d 5/8" 2d 5/8"

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, béton armé, columns, concrete, construction, details, DWG, Family, formwork, foundations, HOUSES, Housing, levels, lightened, plan, PLANES, reinforced concrete, schalung, stahlbeton, staircase, structure