Houses Structures DWG Block for AutoCAD

Houses Structures DWG Block for AutoCAD

Structures Houses

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

typical, dimension in, typical, kind, kind, kind, kind, kind, kind, kind, kind, kind, kind, kind, kind, kind, kind, expansion joint filled with compressible material, expansion joint filled with compressible material, ladder foundation, grills on filling, foundation widening, spacing in columns, rsto, column stirrup frame, rsto, kind, rsto, kind, esc:, kind, esc:, kind, esc:, overcoming, foundation, running, foundation, on foundation, n.f.p., foundation, on foundation, n.f.p., foundation, on foundation, n.f.p., see in plant, soles for shoes, typical of zapata, according to column table, cement foundation:, subfloor concrete, on foundation, foundations, on foundation, foundations, detail of foundation change esc, column table, section, kind, level, section, section, kind, kind, kind, note the 1st of columns top at the top with standard hook, see detail, kind, kind, kind, kind, kind, kind, total, note: the length provided will be the minimum, det. fold, stirrup fold, placed at the time of construction, stirrup, scale, stirrups, stirrups, n.jardin, foundation, according to picture, false floor level, on foundation, anchoring of columns in corr., level of achievement, c: h p.g. run foundations c: h p.g. t. max. overcrowding c: h p.m. t. max. footings f’c columns f’c slabs f’c, Technical specifications, masonry brick iv type of cm., mortar: cement lime coarse sand, note the walls are not walls not bearing the, shoes cm. columns cm. beams cm. slabs cm., soil resistance, depth m., which will be built with tambourine brick after the, soil type loamy sand, stripping of beams. see slide no., carrying capacity st, seismoresistory structural system: confined masonry walls seismoresistory design parameters: maximum displacement of the last level: dmax dmax mm. maximum relative displacement of mezzanine: drx dry mm. threshold of lateral displacement of mezzanines: dx, concrete, corrugated steel, coatings, plain steel, steel, n.f.p., foundation, on foundation, n.f.p., foundation, on foundation, n. patio n. garden, see detail change of foundation level, see detail, see detail, kind, var., kind, kind, kind, kind, kind, foundation, on foundation, n.f.p., foundation widening, kind, kind, see detail, detail column esc, stretch, concrete foundation, concrete, go beam, n.p.t., stretch, stretch, beam, go beam, beam, go beam, stretch, go beam, stretch, beam, stairways, n.p.t., treads on compacted soil esc:, compacted soil, n.p.t., rsto., reviewed by:, design:, scale:, indicated, didujo:, approved by:, date:, sheet, single family Home, structures, flat, foundations columns

Raw text data extracted from CAD file:

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CUADRO DE ESTRIBOS DE COLUMNAS 1@ 0.05, 8@ 0.10, Rsto @ 0.25 c/e. 3/8" 1/4" TIPO Ø 1/4" A B C 1@ 0.05, 4@ 0.075, 6@0.10, Rsto @ 0.20 c/e 1@ 0.05, 6@ 0.10, Rsto @ 0.25 c/e. 1/4" D 0.8999999999999915 0.1399999999999864 8 Ø 1/2" TIPO B \LC-11 \l(1º nivel) ESC: 1/25 0.7999999999999972 0.5999999999999943 0.1399999999999864 8 Ø 1/2" TIPO B \LC-11 \l(2º nivel) ESC: 1/25 6 Ø 1/2" TIPO B \LC-11 \l(3º nivel) ESC: 1/25 VA-2 VA-2 VA-2 sobrecimiento cimiento VA-2 VA-2 VA-2 0.1999999999999886 0.1999999999999886 0.2000000000000171 0.5999999999999943 5 5 corrido 0.1399999999999864 CIMIENTO CORRIDO 0.90 5 \LCC-1 \lESC : 1/25 5 SOBRE CIMIENTO N.F.P. 5 0.3000000000000114 CIMIENTO CORRIDO 1.00 \LCC-3 \lESC : 1/25 5 5 5 SOBRE CIMIENTO N.F.P. N.F.P. 0.14 \LCC-2 \lESC : 1/25 CIMIENTO CORRIDO 0.80 0.4000000000000199 \LCC-5 \lESC : 1/25 5 SOBRE CIMIENTO 5 0.3000000000000114 5 N.F.P. 0.0499999999999829 0.5 0.700000000000017 0.1000000000000227 0.0500000000000114 5 0.0500000000000114 VER Ø EN PLANTA SOLADO PARA ZAPATA 5 \LDETALLE TIPICO DE ZAPATA \lESC : 1/25 SEGUN CUADRO DE COLUMNAS CIMENTACION esc: 1/50 Concreto de Sub Cimientos 0.1500000000000057 0.1500000000000057 0.1999999999999673 0.6000000000000227 0.5999999999999659 0.6000000000000227 SOBRE CIMIENTO CIMIENTOS CORRIDOS CC-1 o CC-2 SOBRE CIMIENTO CIMIENTOS CORRIDOS CC-4, o CC-5 DETALLE CAMBIO DE CIMENTACION ESC 1/25 CUADRO DE COLUMNAS SECCION Ø TIPO NIVEL SECCION C-1 Ø SECCION 1 4 d 1/2" TIPO A Ø 2 C-2 C-3 C-4 C-5 TIPO B TIPO A TIPO A 14 x 30 4 d 1/2" CA-1 TIPO D NOTA : LOS ØS DE COLUMNAS REMATAN EN LA PARTE SUPERIOR CON GANCHO STANDAR DE 90° 3 VER DETALLE TIPO D 14 x 25 CA 4 d 3/8" 14 x 40 14 x 60 6 d 1/2" 14 x 65 C-7 TIPO A 7 d 1/2" TIPO A 4 d 1/2" + 2 d 3/8" C-6 TIPO C 6 d 1/2" 14 x 30 C-8 TIPO A 4 d 1/2" TIPO A 25 x 35 C-9 11.50cm TOTAL 8.00cm NOTA: La longitud proporcionada sera la minima DET. DE DOBLEZ DE r 9.50cm 6.5cm m r \U+2205 1/4" 3/8" DOBLEZ EN ESTRIBO A 135° 1.90cm. 1.27cm. colocada en el momento de la construccion ESTRIBO a 135° ESCALA S/E \A1;d Estribos \A1;m \A1;4db \A1;d Estribos 0.1500000000000057 0.0957667630702872 \LS-1 \lESC : 1/25 S = 1 % 0.0999999999999091 0.1000000000001364 0.2999999999999545 N.JARDIN Cimiento Corrido Segun Cuadro 5 5 NIVEL DE FALSO PISO Sobre Cimiento ANCLAJE DE COLUMNAS EN CIMIENTOS CORRIDOS ESC :1/25 d 1/4" @ 0.20 d 1/4" @ 0.10 NIVEL DE SOBRECIMIENTO SUB-CIMIENTOS (Solados) 1:12 C:H + 30 % P.G CIMIENTOS CORRIDOS 1:10 C:H + 30 % P.G. T. max. 6" SOBRECIMIENTOS 1:8 C:H + 25 % P.M. T. max. 3" ZAPATAS f'c = 140 kg/cm2 COLUMNAS f'c = 175 kg/cm2 VIGAS, LOSAS f'c = 175 kg/cm2 ESPECIFICACIONES TECNICAS ALBAÑILERIA : LADRILLO K-K Tipo IV de 10 x 14 x 24 cm. MORTERO: Cemento - Cal - Arena Gruesa 1 : 1 : 4 NOTA : Los muros no sombreados, son muros no portantes (Tabiques), los ZAPATAS 7.00 cm. COLUMNAS 2.50 cm. VIGAS 2.50 cm. LOSAS 2.50 cm. RESISTENCIA DEL SUELO : PROFUNDIDAD = 1.20 m. mismos que seran edificados con ladrillo pandereta y posteriormente al TIPO SUELO = Arena Limosa (SM) desencofrado de Losas y Vigas. Ver Lamina No. E-02 CAPACIDAD PORTANTE st =1.50 kg/cm² SISTEMA ESTRUCTURAL SISMORESISTENTE: Muros de Albañileria Confinada Parametros de diseño sismoresistente: Z = 0.40; U = 1.00; S = 1.20; C = 2.50; R = 6 Desplazamiento maximo del ultimo nivel: Dmax x = 5.69 mm; Dmax y = 1.31 mm. Maximo desplazamiento relativo de entrepiso: Drx = 11.00 mm; Dry = 3.10 mm. Limite de desplazamiento lateral de entrepisos: Dx = 0.0042 \fSymbol|b0|i0|c2|p18;D\fArial|b0|i1|c0|p34;y = 0.0012 CONCRETO ACERO CORRUGADO RECUBRIMIENTOS ACERO LISO ACERO Fy = 4200 kgf/cm2 Fy = 4200 kgf/cm2 N.F.P. N.F.P. 0.14 0.6000000000000227 \LCC-4 \lESC : 1/25\fInformal Roman|b0|i0|c0|p66;\H0.5333x; CIMIENTO CORRIDO 5 0.1000000000000227 0.70000000000001 SOBRE CIMIENTO 0.1000000000000014 3/8" @ 0.25 0.4000000000000057 5 N.F.P. 3/8" @ 0.25 0.4000000000000057 5 0.1000000000000227 0.8000000000000114 0.6000000000000227 CIMIENTO CORRIDO SOBRE CIMIENTO N. PATIO o N. JARDIN Ver detalle cambio de nivel de cimientos Ver detalle cambio de nivel de cimientos Ver detalle cambio de nivel de cimientos Ver detalle cambio de nivel de cimientos Ver detalle cambio de nivel de cimientos VER DETALLE 7 d 1/2" + 2 d 3/8" VER DETALLE 7 d 1/2" + 4 d 3/8" D = 25 4 d 1/2" TIPO D 14 x VAR. C-10 4 d 1/2" TIPO B 14 x 60 C-11 6 d 1/2" TIPO B 14 x 80 8 d 1/2" TIPO B 14 x 90 8 d 1/2" TIPO D 14 x 25 C-12 4 d 3/8" 0.2499999999999858 0.1399999999999864 \LC-12 \lESC: 1/25 4 Ø 3/8" TIPO D CIMIENTO CORRIDO <> \LCC-6 \lESC : 1/25 5 5 5 SOBRE CIMIENTO N.F.P. N.F.P. 0.14 CC-6 C-12 Ø 1/2" @ 0.20 0.799999999999983 0.5499999999998657 h=0.50 Z-3 Ø 1/2" @ 0.20 h=0.50 Z-2 0.8000000000000398 0.799999999999983 1.350000000000009 1.249999999999993 3.149999999999821 1.150000000000063 3.287606664934131 3.500000000000014 2.049999999999983 3.15000000000002 Ensanche de Cimiento 2.999999999999972 2.049999999999997 2.65000000000002 0.4999999999999858 4.300000000000011 3.624100546278235 1.0 0.5999999999999801 4.684643297919749 A B C D A C D' 1 2 4 5 7 3 4 5 7 6 14 x 50 CA-2 TIPO D 4 d 1/2" + 2 d 3/8" CA-3 TIPO D VER DETALLE 6 d 1/2" 5 5 DETALLE COLUMNA C-11 ESC 1/25 0.9000000000000057 1er TRAMO S/C = 200 kg/m2 Esc: 1/25 CONCRETO DE CIMIENTO CORRIDO 3/8" @ 0.25 5 CONCRETO DE SOBRECIMIENTO 8 7 6 5 3/8" @ 0.20 3/8" @ 0.25 3/8" @ 0.20 3/8" @ 0.25 e = 0.15 5 Viga VE 0.14 0.1500000000000057 3/8" @ 0.25 1.099999999999994 4 3 2 1 <> (Tipico) 5 N.P.T. +0.25 3/8" @ 0.25 5 5 0.4000000000000057 0.1500000000000057 2do y 5to TRAMO S/C = 200 kg/m2 Esc: 1/25 0.1500000000000057 0.14 9 - 23 0.14 5 5 3/8" @ 0.20 3/8" @ 0.20 3/8" @ 0.25 3/8" @ 0.25 0.14 3er TRAMO S/C = 200 kg/m2 Esc: 1/25 3/8" @ 0.25 5 3/8" @ 0.20 5 0.3003449452443476 Viga VA-2 3/8" @ 0.25 0.1999999999999886 15 14 13 12 11 10 e = 0.15 3/8" @ 0.25 3/8" @ 0.25 3/8" @ 0.25 5 5 Viga VE 0.1500000000000057 5 17 Viga VA-2 3/8" @ 0.25 22 e = 0.15 21 20 19 18 3/8" @ 0.25 3/8" @ 0.20 3/8" @ 0.25 3/8" @ 0.25 5 5 0.3000000000000398 0.14 0.1500000000000057 Viga VE 5 16 0.3000000000000114 0.2000000000000171 4to TRAMO S/C = 200 kg/m2 Esc: 1/25 0.1500000000000057 Viga VE 0.14 3/8" @ 0.25 5 5 3/8" @ 0.25 24 25 26 3/8" @ 0.25 6to TRAMO S/C = 200 kg/m2 Esc: 1/25 3/8" @ 0.20 3/8" @ 0.25 5 29 3/8" @ 0.25 30 5 Viga VA-2 0.3022379497890739 27 e = 0.15 28 0.1999999999999886 ESCALERAS Esc: 1/25 N.P.T. -0.50 GRADAS SOBRE SUELO COMPACTADO Esc: 1/25 2 3 1 Suelo Compactado e = 0.10 5 N.P.T. +0.20 5 \LVE \lESC: 1/25 4 Ø 3/8" 0.3500000000000014 0.1399999999999864 1/4" 1@0.05, 5@0.10, rsto. @0.20 c/e. REVISADO POR: DISEÑO: ESCALA: INDICADA DIDUJO: APROVADO POR: FECHA: LAMINA N° VIVIENDA UNIFAMILIAR ESTRUCTURAS PLANO CIMENTACIONES Y COLUMNAS H

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, block, construction details, DWG, erdbebensicher strukturen, foundations, HOUSES, seismic structures, structures, strukturen