Structural Plan DWG Full Project for AutoCAD

Structural Plan DWG Full Project for AutoCAD

STRUCTURAL PLANE; FOUNDATION OF MULTI; PROJECT FOR THE CITY OF TRUJILLO

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

alternate plant, alternate plant, alternate plant, foundation, project .:, prop .:, reservoir, jesus abugattas abuid, home, plane:, design:, revision:, cad:, date:, scale:, project:, seal signature, home, l.r.c., c.v.p., indicated, issued for review, civil engineer, cip, indicated, dver alternate plant, dver alternate plant, ntn, affirmed, compacted to, of the modified proctor, blanket of plastic, thick, natural soil, compacted, affirmed, compacted to, of the modified proctor, blanket of plastic, thick, natural soil, compacted, indicated, cistern formwork, booster in opening, detail of, see reinforcement detail in opening, detail, sunbed, coating, waterproofing, dlosa, sunbed, tip., dlosa, on walls, floors, detail, apply epoxy resin, note: place superestop on the faces in contact with water, concrete emptying, superstop, wet face, concrete emptying, a ladder is born, dver alternate plant, affirmed, compacted to, of the modified proctor, blanket of plastic, thick, natural soil, compacted, indicated, together, note, in corner area of, n.m., indicator plane, edu, main avenue, avoidance way, Cimientacion: Typical apple armed concrete slab, see note, see note, seismic seal, seismic seal, see note, The graphic scale shown is for the format to consider the double, Use only dimensions indicated on the planes., dimensions in millimeters safe levels indicated., notes:, vertical not indicated:, indicated, table equivalence mesh rods, electrons, knit, in modules in corner joint of slabs of foundation use cut, and, other colors, technical specifications, coatings, overlapping joints, foundation slab, armed concrete, elements of reinforced concrete, mpa, corrugated steel, beams chat, mortar for blocks, cement sand lime, roof slab, columns concrete walls, liquid concrete, cement lime stone, mpa, masonry units, The units are conformed by the type iv of the itintec rule for, to be used in armed masonry. brick system dino, standards, portland cement, itintec, what is hydrated air?, itintec, sand for mortar, astm, permissible soil pressure, top coating, lower coating, floor floor bearing wall: fill in all the alveolos, secondary walls: masonry partially filled with, recommendations, See recommendations indicated in the geotechnical report, developed by the felix of the rose a., see levels in architecture plane.

Raw text data extracted from CAD file:

1 ±0.00 A A ±0,00 \A1;50 \A1;47 \A1;45 \A1;47 \A1;45 \A1;170 \A1;580 \A1;300 \A1;150 \A1;150 \A1;dVER PLANTA H=600/900 ALTERNADO \A1;200 \A1;200 \A1;250 \A1;120 \A1;500 (TIP.) \A1;100 \A1;100 \A1;170 \A1;1100 \A1;170 \A1;300 \A1;150 \A1;200 \A1;dVER PLANTA H=600/900 ALTERNADO \A1;300 \A1;400 \A1;300 \A1;150 \A1;200 \A1;dVER PLANTA H=600/900 ALTERNADO \A1;200 \A1;200 \A1;250 \A1;400 \A1;30 \A1;120 \A1;600 \A1;600 \A1;250 \A1;400 \A1;200 \A1;150 \A1;200 \A1;200 \A1;250 \A1;250 \A1;980 \A1;2200 \A1;2910 \A1;2910 \A1;2200 \A1;920 \A1;920 \A1;2200 \A1;2045 \A1;925 \A1;925 \A1;2045 \A1;2200 \A1;920 \A1;920 \A1;2200 \A1;2910 \A1;2910 \A1;2200 \A1;980 \A1;2230 \A1;3910 \A1;2100 \A1;2910 \A1;2202 \A1;918 \A1;921 \A1;2199 \A1;2970 \A1;30 \A1;2970 \A1;2199 \A1;921 \A1;920 \A1;2200 \A1;2910 \A1;2100 \A1;3910 \A1;2230 \A1;2230 \A1;3910 \A1;2100 \A1;2910 \A1;2199 \A1;921 \A1;921 \A1;2199 \A1;2970 \A1;30 \A1;2970 \A1;921 \A1;2199 \A1;2910 \A1;2100 \A1;3910 \A1;2230 \A1;2200 \A1;920 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 \A1;500 CIMENTACION PROY.: PROP.: RESERVORIO JESUS ABUGATTAS ABUID CASA PLANO: DISEÑO: REVISION: CAD: FECHA: ESCALA: # PROY: SELLO Y FIRMA CASA L.R.C. C.V.P. C.V.P. 0101 INDICADA # 3545 A 111 EMITIDO PARA REVISION E01 INGENIERO CIVIL CIP 20852 44.34 43.84 44.21 43.89 44.05 43.66 44.09 43.71 43.97 43.97 44.09 43.71 44.05 43.66 43.72 43.72 43.97 43.97 44.34 44.34 43.89 44.34 43.84 44.21 43.89 44.34 44.34 43.89 \W4.93265; 2.30m3 dINDICADO 5 1-1 1:25 <> 5 dVER PLANTA H=600/900 ALTERNADO 5 5 2-2 1:25 5 5 5 dVER PLANTA H=600/900 ALTERNADO 5 5 2d1/2" d6mm@250 2d1/2" d6mm@250 NC NTN NC AFIRMADO COMPACTADO AL 95% DEL PROCTOR MODIFICADO MANTA DE PLASTICO GRUESO SUELO NATURAL COMPACTADO 5 AFIRMADO COMPACTADO AL 95% DEL PROCTOR MODIFICADO MANTA DE PLASTICO GRUESO 5 SUELO NATURAL COMPACTADO 5 5 1Ø8mm@140 5 5 1Ø8mm@150 dINDICADO 120 120 D E 2 4 \W6.53067; Ø3/8"@250 \W4.14762; (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) ENCOFRADO CISTERNA 1:50 H=170 S/C=200 Kg/m2 1:25 REFUERZO EN ABERTURA DETALLE DE \W3.05237; VER DETALLE DE \W3.05237; REFUERZO EN \W3.05237; ABERTURA <> (TIP.) 2Ø3/8" 2Ø3/8" 5 5 DETALLE 1 SOLADO 5 5 1:30 M-1 REVESTIMIENTO IMPERMEABILIZANTE d3/8"@200 d3/8"@250 5 5 5 dLOSA SOLADO 5 5 TIP. 5 d3/8"@200 5 4d3/8" EN M-1 dLOSA EN PAREDES Y PISOS 1:10 DETALLE 1 5 5 5 5 5 APLICAR RESINA EPOXICA NOTA: COLOCAR SUPERESTOP EN LAS CARAS EN CONTACTO CON AGUA CONCRETO 2° VACIADO SUPERSTOP (EUCO) CARA MOJADA CONCRETO 1° VACIADO 5 \W1.13737; NACE ESCALERA 5 3-3 1:25 5 5 5 dVER PLANTA H=600/900 ALTERNADO 5 5 2d1/2" d1/4"@.25 AFIRMADO COMPACTADO AL 95% DEL PROCTOR MODIFICADO MANTA DE PLASTICO GRUESO SUELO NATURAL COMPACTADO 5 1Ø6mm@140 NC dINDICADO JUNTA E=30 5 (VER NOTA 5) (CASA EN ESQUINA O ZONA DE FACHADA) A B C D E G H I J K L M N F N.M. N.M. N.M. PLANO INDICADOR EDU AVENIDA PRINCIPAL VIA DE EVITAMIENTO 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 30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 30 5 5 5 5 5 5 5 5 5 1:75 S/E T S R Q P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 T S R Q P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 CIMIENTACION: LOSA DE CONCRETO ARMADO - MANZANA TIPICA : "B","C","D","E","G","I","J","K","L","M" 1 1 2 2 2 2 2 2 2 2 2 2 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1 1 2 2 2 2 2 2 2 2 2 2 1Ø3/8" @250(CENTRAL.) 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1 1 2 2 2 2 2 2 2 2 2 2 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) \W6.53067; Ø3/8"@250 \W4.14762; (SUP. E INF.) 1Ø3/8" @250(CENTRAL.) 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 1 1 1 1 2 2 2 2 1 1 2 2 2 2 2 2 1 1 3 3 3 3 3 3 3 3 1Ø3/8" @250(CENTRAL.) VER NOTA 6 VER NOTA 6 VER NOTA 6 VER NOTA 6 VER NOTA 6 VER NOTA 6 VER NOTA 6 5 5 1 1 2 2 2 2 2 2 2 2 2 2 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1 1 2 2 2 2 2 2 2 2 2 2 1Ø3/8" @250(CENTRAL.) 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1 1 2 2 2 2 2 2 2 2 2 2 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 1Ø3/8" @250(CENTRAL.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) \W6.53067; Ø3/8"@250 \W4.14762; (SUP. E INF.) 1Ø3/8" @250(CENTRAL.) 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 5 5 1Ø3/8" @250(CENTRAL.) M-1 M-1 M-1 M-1 Ø3/8"@250 (SUP. E INF.) Ø3/8"@250 (SUP. E INF.) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 1 1 1 1 2 2 2 2 1 1 2 2 2 2 2 2 1 1 3 3 3 3 3 3 1Ø3/8" @250(CENTRAL.) VER NOTA 6 VER NOTA 6 VER NOTA 6 VER NOTA 6 VER NOTA 6 VER NOTA 6 5 5 1Ø3/8" @250(CENTRAL.) JUNTA SISMICA e=30 JUNTA SISMICA e=30 H=150 NC VER NOTA 6 8500mm 7000 4500 3000 1500 0 1:75 1.- LA ESCALA GRAFICA MOSTRADA ES PARA EL FORMATO A-1, PARA A-3 CONSIDERAR EL DOBLE 3.- USAR SOLO DIMENSIONES INDICADAS EN LOS PLANOS. 2.- DIMENSIONES EN MILIMETROS Y NIVELES EN METROS, SALVO INDICADO. NOTAS: 4.- d VERTICAL NO INDICADO: d8MM d8.0 mm @200 d3/8" @250 d8.0 mm @150 INDICADO TABLA EQUIVALENCIA MALLA Y VARILLAS Q221 ELECTROS. Q235 Q295 MALLA d fy=4,2MPa d6.0 mm @250 Q158 5.- EN MODULOS EN ESQUINA Y JUNTA DE LOSAS DE CIMENTACION USAR CORTE 1-1 C:\DOCUMENTS AND SETTINGS\JOEL BEIZAGA\ESCRITORIO\0468-CONDOMINIO CHICLAYO\ES MUNI\B-01.DWG 08/26/09 11:03 1RED=.15/2YELLOW=.23/3GREEN=.30/4CYAN=.40/5BLUE=.50/6MAGENTA=.55/7WHITE=.25/253=.05/ RESTO DE COLORES .20 (ESC. 1/100 - A1) ESPECIFICACIONES TECNICAS - d3/8" : 550 - d1/2" : 750 RECUBRIMIENTOS EMPALMES TRASLAPADOS - LOSA DE CIMENTACION CONCRETO ARMADO - ELEMENTOS DE CONCRETO ARMADO f'c= 17,5 MPa (175 Kg/cm²) fy= 420 MPa (4200 Kg/cm²) - ACERO CORRUGADO - VIGAS CHATAS : 20 MORTERO PARA BLOQUES - CEMENTO : CAL : ARENA : 1: ½: 4 - LOSA DE TECHO : 20 - COLUMNAS Y MUROS DE CONCRETO : 20 CONCRETO LIQUIDO - CEMENTO : CAL : PIEDRA (3/8"max.) : 1: 2½: 1½ f'c= 14 MPa (140 Kg/cm²) UNIDADES DE ALBAÑILERIA - LAS UNIDADES ESTAN CONFORMADAS POR EL TIPO IV DE LA NORMA ITINTEC Y PARA SER USADAS EN ALBAÑILERIA ARMADA. LADRILLO SISTEMA DINO NORMAS - CEMENTO PORTLAND : ITINTEC 334-009 - CAL AEREA HIDRATADA : ITINTEC 339-002 - ARENA PARA MORTERO : ASTM C-144 PRESION ADMISIBLE DEL SUELO - qa= 0,90 kg/cm2 ; Df=-1,00 m RECUBRIMIENTO SUPERIOR : 20 RECUBRIMIENTO INFERIOR : 75 1° PISO Y 2º PISO MURO PORTANTE: RELLENAR TODOS LOS ALVEOLOS MUROS SECUNDARIOS: ALBAÑILERIA PARCIALMENTE RELLENO (ALVEOLOS CON RELLENO) RECOMENDACIONES VER RECOMENDACIONES INDICADAS EN EL INFORME GEOTECNICO N° 031-MS-2008 DESARROLLADO POR EL ING° FELIX DE LA ROSA A. 6.- VER NIVELES EN PLANO DE ARQUITECTURA.

Language	N/A
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, cimentacion, city, DWG, flat, FOUNDATION, foundations, full, fundament, multi, plan, plane, Project, structural, trujillo