Triplex – Project DWG Full Project for AutoCAD

Triplex – Project DWG Full Project for AutoCAD

Triplex – Project – Plants – Sections – Details

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

both directions, shoe, floor, vaf, slab, vt beam, npa, upper steel, lower steel, support, ceramic tile, technical specifications, -the length of the bars includes the length of the hooks, -follow all the recommendations of the certificate of floors and of the present memories, -all the details shown in plan must be fulfilled, as well as the present specifications, -any doubt consult with the calculating engineer, -do not take measures to scale, do not increase the loads, with this minimizing the possibility of the increase in risks, -for the minimum change in any element must be previously consulted with the calculator, by an earthquake and vertical loads, and is in an area of ​​intermediate seismic threat., detail scales, cut aa, location, table of areas, section of via, covered floor, court, facade, first floor, second and third, covered floor, lp, contains, work: terrace, low, kitchen, living room, pv, balcony, sub e, projection, bathroom, motorcycle garage, location, clothes, section via, walkway, common area, free area terrace, built area scales, third floor built area, second floor built area, first floor built area, lot area, picture of areas, background, front, June, drawing, calculation, observations, design, -the structure was designed for a dissipation capacity of moderate energy, -in the present structure is not recommended to increase the built area and so, -the structure shown in the attached plans, will attend the efforts produced, -the calculation memories and the plans presented, facade, detail of hooks, equivalent, cms, inches, bar, slab section, bending, diameter, beam must be maintained in the work. va, nt, cutting of nerves, section va, cutting of beams, section vf, foundation, plant slab second floor, structural plan, foundation plant, floor slab first floor, vacuum, scales, existing, typical section of columns, section on columns, v-t section, columns, stirrups, facing line, arch, half point

Raw text data extracted from CAD file:

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LOSA LOSA VIGA V.T. 5 O 5/8" / 4 O 5/8" / / 3 O 5/8" / 4 O 5/8" / 3 O 5/8" / 4 O 5/8" 2 O 5/8" / 2 O 5/8" / 1 2 1 2 1 1 2 1 1 N.P.A. / 4 O 5/8" + / 2 O 1/2" 2 O 5/8" / 2 O 5/8" / / 3 O 1/2" / 3 O 1/2" / / 2 O 5/8" 2 O 5/8" ESTRIBOS O 3/8 CADA 20 CMS 4 O 1/2" / / 4 O 5/8" 1 O 1/2" L=5.50 / / 1 O 1/2" L=5.50 1 O 1/2" L=3.50 / / 1 O 1/2" L=3.50 / 1 O 3/8" L=2.80 1 O 3/8" L=2.80 / \A1;2.35 \A1;2.65 \A1;2.025 \A1;1.15 \A1;2.35 1 O 3/8" / / 1 O 3/8" C/5CMS \A1;8 O 3/8 C/5CMS \A1;8 O 3/8 C/10 CMS \A1;8 O 3/8 C/10 CMS \A1;8 O 3/8 C/20 CMS O 3/8 ACERO SUPERIOR ACERO INFERIOR ACERO INFERIOR ACERO SUPERIOR APOYO APOYO BALDOSA CERAMICA ADOBE TOLETE DE 40x20x10 MALLA D-84 NERVIO 12x15 VIGA PRINCIPAL H=VARIABLE 0.80 \A1;0.80 ESPECIFICACIONES TECNICAS -CONCRETO DE 210KG/CM2 -ACERO DE REFUERZO 2.800KG/CM2, PARA DIAMETROS MAYORES DE 1/2 -CALCULO SEGUN LA NORMA NSR/98 -GANCHOS EN COLUMNAS MINIMO DE 60 CMS, EN VIGAS MINIMO DE 25 CMS. -TRASLAPOS DE 80 CMS COMO MINIMO -LA LONGITUD DE LAS BARRAS INCLUYE LA LONGITUD DE LOS GANCHOS -SEGUIR TODAS LAS RECOMENDACIONES DEL CERTIFICADO DE SUELOS Y DE LAS PRESENTES MEMORIAS -TODOS LOS DETALLES MOSTRADOS EN PLANO DEBEN CUMPLIRSE, ASI COMO LA PRESENTES ESPECIFICACIONES -CUALQUIER DUDA CONSULTAR CON EL INGENIERO CALCULISTA -NO TOMAR MEDIDAS A ESCALA NO INCREMENTAR LAS CARGAS, CON ESTO MINIMIZANDO LA POSIBILIDAD DEL AUMENTO DE LOS RIESGOS -PARA EL CAMBIO MINIMO EN CUALQUIER ELEMENTO DEBE CONSULTARSE PREVIAMENTE CON EL CALCULISTA POR UN SISMO Y LAS CARGAS VERTICALES Y SE ENCUENTRA EN UNA ZONA DE AMENAZA SISMICA INTERMEDIA. \A1;.15 .10 1.00 .10 .10 .80 .10 1.20 .10 .10 DETALLE ESCALAS .40 TRAMO TIPICO VIGAS V-A, V-1, V-2, V-3 Y V-T .07 .40 .075 .25 .075 .40 1.20 .25 .15 1.00 .25 .15 1.00 .25 .15 5 5 5 5 CORTE A-A LOCALIZACION, CUADRO DE AREAS, SECCION DE VIA PLANTA CUBIERTA, CORTE, FACHADA PLANTA PRIMERO, SEGUNDO Y TERCERO 5 5 5 PLANTA CUBIERTA 5 5 L.P. 5 <> 5 5 5 5 2.525 5 5 5 CONTIENE OBRA: CONTIENE OBRA: 5 5 ALCOBA 2 PLANTA 3° PISO 5 3.175 5 5 5 5 5 ESCALA____________________1:50 ALCOBA 2 PLANTA 2° PISO 5 5 PLANTA 1° PISO 5 5 A TERRAZA L.P. 5 BAJA 5 5 5 5 5 5 5 5 5 5 5 COCINA SALÓN-COMEDOR CL CL P.V. BAJA ALCOBA 1 BALCON SUBE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A PROYECCION LOSA A L.P. L.P. 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 BALCON 5 5 5 CL BAJA P.V. BAÑO 5 5 SALÓN-COMEDOR CL ALCOBA 1 COCINA SUBE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE HABITACION N°54-12 GARAJE MOTOS ALCOBA 1 SALÓN-COMEDOR BAÑO CL COCINA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L.P. CARRERA 54 CARRERA 54A A VACIO 01+02 5 0.825 5 5 5 5 5 5 5 2.525 5 5 5 2.525 5 5 0.60 5 5 0.825 5 VACIO 01+02 CL 5 ALCOBA 3 1.225 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOCALIZACION CL ALCOBA 1 BAÑO CL BALCON BAÑO CL CL BALCON ALCOBA 1 CL GARAJE MOTOS HABITACION N°54-12 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROPAS VACIO 01 PATIO 2 5 ALCOBA 3 5 5 5 5 5 5 5 5 5 5 5 5 ALCOBA 3 ALCOBA 2 BAÑO PATIO 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A SECCION VIA CALLE 64 N N°54-12 17.80 ANDEN CALZADA 2.80 52.06 M2 12.69 M2 AREA COMUNES AREA LIBRE TERRAZA AREA CONSTRUIDA ESCALAS 6.22 M2 54.92 M2 52.06 M2 2.06 M2 52.06 M2 AREA CONSTRUIDA TERCER PISO 12.65 ML AREA CONSTRUIDA SEGUNDO PISO AREA LIBRE SEGUNDO PISO PATIO 02 AREA LIBRE PRIMER PISO PATIO 01 AREA CONSTRUIDA PRIMER PISO 63.25 M2 AREA LOTE CUADRO DE AREAS FONDO FRENTE 5.00 ML CALLE 64 3.00 12.00 ANDEN -ACERO DE REFUERZO 4.200KG/CM2, PARA DIAMETROS MAYORES O IGUALES DE 1/2 / 1 JUNIO 1 2000 DIBUJO CALCULO OBSERVACIONES DISEÑO -LA ESTRUCTURA FUE DISEÑADA PARA UNA CAPACIDAD DE DISIPACION DE LA ENERGIA MODERADA -EN LA PRESENTE ESTRUCTURA NO SE RECOMIENDA AUMENTAR EL AREA CONSTRUIDA Y ASI -LA ESTRUCTURA MOSTRADA EN LOS PLANOS ADJUNTOS, ATENDERAN LOS ESFUERZOS PRODUCIDOS -SE DEBEN MANTENER EN LA OBRA LAS MEMORIAS DE CALCULO Y LOS PLANOS PRESENTADOS -LA CAPACIDAD DE SOPORTE DEL SUELO ES DE 15 Ton/M2. 5 5 5 5 5 5 TERRAZA ALCOBA 2 ALCOBA 3 ROPAS ALCOBA 3 ALCOBA 2 ALCOBA 3 ALCOBA 2 ALCOBA 1 FACHADA .15 DETALLE DE GANCHOS GANCHO 180 29 38 33 24 20 16 GANCHO 90 EQUIVALENTE CMS CMS PULGADAS N° BARRA 44 39 33 28 22 17 1" 7/8" 3/4" 5/8" 1/2" 3/8" 8 7 6 5 4 3 BARRA BARRA GANCHO A 180 GANCHO A 90 L D L D B=.12 H=.15 N-3 B=.12 SECCION DE LOSA \A1;.15 DOBLAMIENTO DIAMETRO 15.2 13.3 11.4 9.5 7.6 5.7 1 O 1/2" CADA 15 CMS 1 O 5/8 CADA 20 CMS 1 O 5/8 CADA 20 CMS 1 O 3/8 BAJO CADA PELDAÑO .12 .40 .12 .40 VIGA V-A N-T B=.10 H=.15 .12 .15 .12 .15 .12 .25 DESPIECE DE NERVIOS SECCION V-2 F-1 N-2 H=.15 B=.12 H=.15 N-1 SECCION V-1 .25 .30 .07 1.20 .60 F-2 F-3 SECCION V-A .12 .15 ESCALA__1:10 DESPIECE DE VIGAS SECCION V-F .25 .25 .25 .15 SECCION V-3 .25 .25 .25 .07 .07 ESCALA__1:25 FUNDACION 1.40 .80 1.00 .60 5 5 5 5 5 5 5 5 L.P. 5 5 5 5 5 5 5 .40 .075 .25 .075 .40 .50 .075 .25 .075 .50 .60 .15 .25 5 .55 1.50 1.20 5 4.125 1.775 2.825 2.775 ESCALA____________________1:75 PLANTA LOSA SEGUNDO PISO CONTIENE OBRA: OBRA: CONTIENE PLANO ESTRUCTURAL CALCULO OBSERVACIONES DIBUJO 2000 JUNIO 1 / 1 V-F(25x25) V-F(25x25) V-F(25x25) ESCALA____________________1:75 PLANTA DE FUNDACIONES 4.125 V-3(25x25) ESCALA____________________1:75 PLANTA LOSA PRIMER PISO V-3(25x25) .90 2.425 0.90 2.35 5.00 .03 .10 .05 V-F(25x25) V-F(25x25) V-F(25x25) C-2 F-3 F-3 C-1 F-3 C-2 F-5 C-2 V-F(25x25) V-F(25x25) F-4 F-1 F-2 C-1 C-1 C-2 V-F(25x25) V-F(25x25) V-F(25x25) 2.825 1.775 N-3 N-1 N-1 N-1 N-1 N-1 N-1 N-T V-A(25x15) V-A(25x15) N-3 N-3 N-3 N-T V-A(25x15) N-1 N-1 N-1 N-1 V-A(25x15) V-3(25x25) VACIO ESCALAS V-2(25x25) V-1(30x25) ESCALAS VACIO 1.775 V-A(25x15) LOSA EXISTENTE N-T EXISTENTE LOSA V-3(25x25) V-1(30x25) V-2(25x25) V-A(25x15) N-1 N-1 N-1 N-1 N-1 N-1 V-A(25x15) V-A(25x15) N-T N-3 N-3 N-3 2.025 2.725 V-F(25x25) V-F(25x25) V-F(25x25) V-F(25x25) V-F(25x25) C-2 F-1 F-2 C-2 C-2 F-1 F-2 C-2 F-3 C-2 C-2 F-4 2.775 N-T N-2 V-A(25x15) VACIO 01 V-2(25x25) N-T N-2 N-2 N-2 N-2 N-2 V-A(25x15) V-1(30x25) 2.775 V-A(25x15) V-A(25x15) N-2 N-2 N-2 N-2 N-2 N-2 N-T N-T N-1 V-1(30x25) V-2(25x25) VACIO 01 TRAMO TIPICO DE COLUMNAS 5 5 5 F-5 F-4 1.30 1.00 .10 .10 .10 .10 5 SECCION COLUMNAS .25 .25 SECCION C-2 SECCION V-T .20 .25 SECCION C-1 .20 .20 5 5 5 5 5 .07 .075 .25 .075 1.50 .55 1.20 2 EST. O 3/8 CADA 20 CMS 1 12 O 3/8 CADA 10 CMS COLUMNAS ESTRIBOS ESCALA__1:50 5 5 5 5 .075 .25 .075 .55 .55 .075 .25 .075 .40 .40 5 5 2.425 \A1;2.825 2.35 2.425 .10 .125 \A1;4.125 .125 .125 .125 2.025 .125 2.725 .125 2.025 .125 2.725 .10 .125 .20 3.50 .25 3.875 .25 2.525 .25 .125 2.35 2.425 .10 5 A 5 5 5 5 5 5 5 LINEA DE PARAMENTO LINEA DE PARAMENTO 5 5 5 5 5 A 5 5 BARRA H = 1.20 ARCO DE MEDIO PUNTO MEDIO PUNTO ARCO DE 5 5 5 PASAMANOS H= 1.20

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, details, dwelling unit, DWG, full, haus, house, logement, maison, plants, Project, residên, residence, sections, triplex, unidade de moradia, villa, wohnung, wohnung einheit