Retaining Wall DWG Block for AutoCAD

Retaining Wall DWG Block for AutoCAD

HIGH 5 – 9 mts.–approx 16-30 feet

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

property:, district municipality of palca, design :, drawing :, place :, dist. : Prov. :, scale :, location:, technical file:, indicated, dep: junin, date :, plan :, key :, construction of a support wall, ing. jesus c. otañe huaman, palca, tarma, with stone masonry – district of palca, c – i, floor, column, table of columns, upper, reinforcement, lower, detail of overlap in beams, detail of bending, of stirrups in beams, dde column or beam, specified, summary foundation condition, according to the study of soils of consedis eirl, it has the following conditions of foundation, contact with the ground. portland type-i, cemetery wall, det. armor

Raw text data extracted from CAD file:

PROPIEDAD : MUNICIPALIDAD DISTRITAL DE PALCA DISEÑO: DIBUJO: Lugar: Dist. : Prov. : ESCALA: UBICACION : EXPEDIENTE TECNICO : Indicada B/Arq. Roberto MATEO SOLIS Dep: JUNIN FECHA: PLANO: Mayo - 2012 PLANO: CLAVE: Construcción de Muro de Sostenimiento Ing. Jesus C. OTAÑE HUAMAN PALCA PALCA TARMA con Mamposteria de Piedra - Distrito de Palca CIP. 86734 \A1;1.00 \A1;3.60 \A1;1.00 \A1;3.90 \A1;1.00 \A1;3.90 \A1;1.00 \A1;3.90 \A1;.60 \A1;.60 \A1;5.40 \A1;2.00 \A1;.45 \A1;.30 \A1;.85 \A1;.60 \A1;2.00 \A1;.90 \A1;.80 \A1;9.60 \A1;.90 \A1;2.00 \A1;.85 \A1;.90 \A1;2.00 \A1;2.00 \A1;.55 \A1;.50 \A1;.85 \A1;.90 \A1;.80 \A1;11.20 \A1;.90 \A1;2.00 \A1;2.00 \A1;.55 \A1;.50 \A1;.85 \A1;.90 \A1;.80 \A1;12.20 \A1;.40 \A1;.60 \A1;.40 \A1;.80 \A1;.40 \A1;4.60 \A1;.25 \A1;.40 \A1;4.60 \A1;.40 \A1;4.60 \A1;.40 \A1;.40 \A1;VARIABLE \A1;1.00 \A1;.90 \A1;2.00 \A1;3.90 \A1;VARIABLE \A1;1.00 \A1;.60 \A1;2.00 \A1;3.60 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.40 \A1;4.60 \A1;1.55 \A1;.40 \A1;4.60 \A1;.40 \A1;4.60 \A1;.40 \A1;.40 \A1;.65 \A1;.40 \A1;.65 \A1;M \A1;L/4 \A1;M/2 \A1;L/3 \A1;M \A1;L/4 \A1;H \A1;L/4 \A1;L/4 \A1;L/3 \A1;L \A1;L \A1;.05 \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;a \A1;r \A1;TRAMO 01 \A1;TRAMO 02 \A1;TRAMO 03 \A1;TRAMO 04 \A1;TRAMO 05 0.599999999999909 0.599999999999909 5.400000000000091 2.0 0.4499999999999318 0.2999999999999545 0.8500000000000227 1.0 0.599999999999909 2.0 3.599999999999909 0.900000000000091 0.7999999999997272 9.600000000000136 1.0 0.8999999999998636 2.0 3.899999999999864 0.8500000000000227 0.900000000000091 0.7999999999997272 11.20000000000027 1.0 0.8999999999998636 2.0 3.899999999999864 2.0 0.5499999999998408 0.5 0.8500000000000227 0.900000000000091 0.7999999999997272 12.20000000000027 1.0 0.8999999999998636 2.0 3.899999999999864 2.0 0.5499999999998408 0.5 0.8500000000000227 ESC. 1/50 ESC. 1/50 C -1 ESC. 1/50 C 2 ESC. 1/50 C 4 C 3 0.4000000000000909 0.6000000000000227 0.4000000000000909 0.7999999999999545 d3/8: 6@.10, 4d5/8" + 4d1/2" 4@.20, Rto @ 0.30 d3/8: 6@.10, 4d5/8" + 6d1/2" 4@.20, Rto @ 0.30 C - I C - 2,3,4 4 d 5/8" 4 d 5/8" C-1 C-2 PISO 1° PISO COLUMNA CUADRO DE COLUMNAS 4d5/8" + 6d1/2" 4@.20, Rto @ 0.30 d3/8: 6@.10, C-3 C-4 (0.40 x 0.80) 4d5/8" + 4d1/2" 4@.20, Rto @ 0.30 d3/8: 6@.10, (0.40 x 0.60) 4d5/8" + 6d1/2" 4@.20, Rto @ 0.30 d3/8: 6@.10, (0.40 x 0.80) 4d5/8" + 6d1/2" 4@.20, Rto @ 0.30 d3/8: 6@.10, (0.40 x 0.80) 0.3999999999990678 4.600000000000932 0.3999999999999773 4.600000000000534 0.3999999999999773 4.600000000000477 0.3999999999999773 d1/4",1@0.05;6@0.10;RTO @.20 C/Ext. d1/4",1@0.05;4@0.10;RTO @.25 C/Ext. d1/4",1@0.05;5@0.10;RTO @.25 C/Ext. 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" V-101(.25x.40) 0.3999999999997499 0.2502498786062688 1 1 1 1 1 1 ESCALA: 1/25 5 Ø1/2"@.25 Ø1/2"@.20 0.9999999999995453 0.9000000000005457 2.0 3.900000000000091 5 1.0 0.5999999999996817 2.0 3.599999999999682 Ø1/2"@.25 Ø1/2"@.20 ZAPATA C-1 ESC. 1/50 ZAPATA C-2,3,4 ESC. 1/50 1d1/2" 0.3999999999990678 4.600000000000932 0.3999999999999773 4.600000000000534 0.3999999999999773 4.600000000000477 0.3999999999999773 d1/4",1@0.05;6@0.10;RTO @.20 C/Ext. d1/4",1@0.05;4@0.10;RTO @.25 C/Ext. d1/4",1@0.05;5@0.10;RTO @.25 C/Ext. 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" V-101(.25x.40) 1 1 1 1 1 1 ESCALA: 1/25 1.553333333333399 1.553333333333399 1.553333333333399 1.553333333333399 1.553333333333399 1.553333333333399 0.9000000000008299 0.9000000000008299 0.9000000000008299 0.9000000000008299 0.9000000000008299 0.9000000000008299 1d1/2" 1d1/2" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 0.6499999999997499 0.3999999999999773 2d3/8" 2d3/8" 2d3/8" Sec 1-1 Sec 1-1 2 d 3/8" 1 d 5/8" 1 1 1 1 1 1 2 2 2 2 2 2 0.6499999999997499 0.3999999999999773 Sec 2-2 2 d 3/8" 1 d 5/8" 5/8" .20 3/8" .12 1/2" .15 d L(m) 3/4" .25 5 5 SUPERIOR REFUERZO M/2 5 M 5 INFERIOR REFUERZO 5 5 5 5 DETALLE DE TRASLAPE EN VIGAS 5 5 .05 ESCALA: S/E DETALLE DE DOBLADO DE ESTRIBOS EN VIGAS 12 10 a(cm.) 45° 5 d 3/8" 1/4" 3 2 r(cm.) dDE COLUMNA O VIGA ESPECIFICADO 45° a r RESUMEN CONDICION DE CIMENTACION DE ACUERDO AL ESTUDIO DE SUELOS DE CONSEDIS EIRL FIRMADO POR EL INGENIERO SUSAN ORTIZ (C.I.P. 14770) 1) Tipo de Cimentación CIMENTACION CORRIDA ZAPATAS SE TIENE LAS SIGUIENTES CONDICIONES DE CIMENTACION 2) Estrato de Apoyo de Cimentación Grava Limosas 3) Profundidad de la Napa Freática No se encontro 5) Presión admisible del Terreno 1.36 kg/cm2 y Conbinadas 6) Factor de seguridad por corte 3.0 7) Asentamiento máximo permisible 1.45 cm de la superficie actual del terreno). 8) Ataque Quimico de Sulfatos, Cloruros y/o Sales Solubles NO 9) Suelo Licuefactable NO 10) Tipo de cemento para concreto en contacto con el suelo. Portland Tipo-I 4) Profundidad Mínima de Cimentación 1.15 m (Contados a partir 3525 3525 3525 3525 C1 C1 C1 C2 C2 C2 C2 C3 C3 C3 C3 C3 C3 C3 C3 C4 C4 C4 C4 TRAMO 01 TRAMO 02 TRAMO 03 TRAMO 04 TRAMO 05 MURO CEMENTERIO ESC. 1/10 1.10 1.10 0.50 .15 .15 1.90 1.90 0.50 .15 .15 d 1/2" @.10 d 1/2" @.10 H=d 3/8" @.25 H=d 3/8" @.25 CIMIENTO A=.90 ESC. 1/50 DET. ARMADURA DE CIMIENTO A=.60 ESC. 1/50 DET. ARMADURA DE

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Masonry, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, block, DWG, feet, foundations, high, retaining, retaining wall, shoring, wall