Structure Plan DWG Plan for AutoCAD

Structural Plan of a house located in Brena.

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

american standard, kitchen sink bowl gourmet, porcelain white, beam beam, specified, specified, picture of standard hooks on rods, in the box shown., shaped into beams, the reinforcing steel used, they will stay in the concrete with, hooks which, they should end up in, the specified dimensions, column slab, note:, of corrugated iron, plant, plant, plant, plant, amphibious chinese corp, a.c.c., professional:, owner:, draft:, Location:, drawing:, scale:, date:, specialty:, ing. ricardo cerna i. cip:, andy irons rip, single family housing flats, av. venezuela breña, structures, cimentacion plant, foundation sections run, tank, stairs, technical specifications box, license plate, column table, shoes, alejandro loo zambrano, indicated, November, sheet:, indicated, column detail, that is born in beam, column, beam, scale, rest, indicated, amphibious chinese corp, lightweight floor formwork, esc, base of, vig., vig., vig., vig., vig., vig., esc, lightweight floor formwork, vig., vig., vig., base of, vig., rest, rest, lightened, temperature, esc, lightened slabs, splices for, increase the length of splice in a, lower is spliced ​​over the, equal splice length for, indicated the specified percentages, do not splice more than the total area in, note, for lightened flat beams steel, in case of not splicing in the zones, consult the designer., for, the same section., rest, rest, rest, cut, typical section of, indicated, column detail, that is born in beam, column, beam, esc, rest, indicated, higher, reinforcement, values ​​of, less, lower, reinforcement, anyone, higher, see plant, see plant, see plant, see plant, cut, Vertical Horizontal, staircase, sanitary cap, top, cat, architecture, lower slab, upper slab, elevated tank, scale, empty, empty, esc:, professional:, owner:, draft:, Location:, drawing:, scale:, date:, specialty:, single family housing flats, structures, roof formwork lightened floor, beam development, Typical lightened section, joints for lightweight slabs, detail of column that is born in beam, elevated tank, note, indicated, November, sheet:

Raw text data extracted from CAD file:

American Standard Kitchen Sink – 42″ 3 bowl – Gourmet Porcelain – White 12.5 10.0 6.5 a(cm.) 1/4″ 3/8″ 1/2″ d 2.5 2.0 1.3 r(cm.) \A1;a \A1;r dDE COLUMNA,PLACA O VIGA ESPECIFICADO -167.5181872026309 ESPECIFICADO 45° 45° -167.5181872026309 CUADRO DE GANCHOS STANDARD EN VARILLAS EN EL CUADRO MOSTRADO. EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS Y LOSA DE CIMENTACION, COLUMNA \Fsimplex.shx;G G(cm) 5/8″ 35 3/8″ 20 3/4″ 45 ø 1/2″ 25 1/4″ 15 NOTA: DE FIERRO CORRUGADAS \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;\Fsimplex.shx;G \A1;.55 \A1;2.50 \A1;2.50 \A1;3.20 \A1;.30 \A1;4.70 \A1;4.68 \A1;3.62 \A1;2.32 \A1;3.23 \A1;4.55 \A1;4.30 \A1;.30 \A1;4.70 \A1;4.68 \A1;3.62 \A1;1.42 \A1;5.28 \A1;.30 \A1;.90 \A1;.30 \A1;.80 \A1;1.50 \A1;.30 \A1;.80 \A1;1.50 \A1;.90 \A1;.30 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.15 \A1;.15 \A1;.80 \A1;1.05 \A1;.15 \A1;.80 \A1;.15 \A1;.15 \A1;.15 \A1;.70 \A1;.70 \A1;1.40 \A1;1.40 \A1;.85 \A1;4.68 \A1;4.68 \A1;5.28 \A1;3.23 \A1;4.30 \A1;4.55 \A1;3.62 \A1;2.32 \A1;3.62 \A1;1.42 \A1;2.50 \A1;2.50 \A1;.55 \A1;4.70 \A1;.30 \A1;3.20 \A1;4.70 \A1;.30 \A1;.30 \A1;.90 \A1;.30 \A1;.80 \A1;1.50 \A1;.30 \A1;.80 \A1;1.50 \A1;.90 \A1;.30 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.15 \A1;.15 \A1;.80 \A1;1.05 \A1;.15 \A1;.80 \A1;.15 \A1;.15 \A1;.15 \A1;.70 \A1;.70 \A1;1.40 \A1;1.40 \A1;.85 \A1;0.25 \A1;1.00 \A1;0.33 \A1;L/4 \A1;m \A1;L/4 \A1;L/3 \A1;L/4 \A1;m \A1;L/4 \A1;L/3 \A1;L/3 \A1;H \A1;.15 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.33 \A1;0.55 \A1;.30 \A1;2.20 \A1;.30 \A1;2.20 \A1;.30 \A1;2.75 \A1;.30 \A1;.45 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.55 \A1;.30 \A1;2.20 \A1;.30 \A1;2.20 \A1;.30 \A1;2.75 \A1;.30 \A1;0.50 \A1;0.45 \A1;0.45 \A1;.30 \A1;4.38 \A1;.30 \A1;4.40 \A1;.45 \A1;.20 \A1;0.30 \A1;0.50 \A1;0.30 \A1;2.93 \A1;0.30 \A1;2.02 \A1;0.30 \A1;3.32 \A1;0.30 \A1;.20 \A1;0.30 \A1;.25 \A1;.75 \A1;.25 \A1;.75 \A1;.25 \A1;0.25 \A1;0.25 \A1;1.30 \A1;.15 \A1;Ver planta \A1;.60 \A1;Ver planta \A1;.60 \A1;Ver planta \A1;.60 \A1;Ver planta \A1;.15 \A1;.15 AMPHIBIOUS CHINESE CORP A.C.C. Profesional: Propietario: Proyecto: Ubicacion: Dibujo: Escala: Fecha: Especialidad: E-01 01 de 02 Ing. RICARDO CERNA I. CIP: 46463 ANDY IRONS RIP VIVIENDA UNIFAMILIAR (DOS PISOS + AZOTEA) AV. VENEZUELA 747 BREÑA ESTRUCTURAS – Planta de Cimentacion – Secciones de cimentacion Corrida – Cisterna – Escaleras – Cuadro de Especificaciones Tecnicas – Placa – Cuadro de Columnas – Zapatas Alejandro Loo Zambrano INDICADA NOVIEMBRE 2010 Lamina: \A1;0.25 \A1;0.25 Ø indicado -180.3914352120574 DETALLE DE COLUMNA QUE NACE EN VIGA Columna -180.3914352120574 Viga ESCALA : 1 / 25 1@0.05, 5@0.10 3@0.15, resto @ 0.20 Ø indicado AMPHIBIOUS CHINESE CORP 5 5 5 5 5 5 ENCOFRADO DE ALIGERADO 1° PISO C-5 C-1 1 A esc 1:50 C-3 C F 5 C-1 C-1 2 4 5 C-3 C-1 C-3 C-2 C-1 5 C-1 C-4 5 5 C-1 C-3 C-3 BASE DE 4 3 C-1 C-3 C-7 C-1 5 5 5 5 6 7 5 5 C-1 C-1 C-1 C-1 B D 5 5 5 C-1 C-1 C-8 C-1 7 6 G E V-1(.15x.20) A 5 vig. Ø3/8″ Ø3/8″ V-1(.15x.20) V-2(0.33 x 0.20) C-7 V-3 (0.30 x 0.35) V-3 (0.30 x 0.35) V-3 (0.30 x 0.35) V-4 (0.45 x 0.35) V-4 (0.45 x 0.35) V-4 (0.45 x 0.35) V-3 (0.30 x 0.35) V-3 (0.30 x 0.35) V-3 (0.30 x 0.35) 17 vig. B Ø3/8″ Ø3/8″ Ø1/2″ 2Ø3/8″ Ø3/8″ Ø3/8″ Ø1/2″ 5 5 5 5 5 5 5 5 5 5 V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) VB (0.15 x 0.20) VB (0.15 x 0.20) VB Ø3/8″ Ø3/8″ Ø1/2″ Ø3/8″ Ø1/2″ Ø1/2″ Ø1/2″ 5 5 5 5 5 5 5 5 Ø3/8″ Ø3/8″ Ø3/8″ Ø1/2″ Ø3/8″ Ø1/2″ Ø3/8″ 5 5 5 5 5 5 5 5 5 5 Ø1/2″ Ø3/8″ Ø3/8″ 2Ø3/8″ 3 vig. C 5 vig. D 5 vig. E 7 vig. F VA (0.15 x 0.20) VB (0.15 x 0.20) V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) V-5 (0.30 x 0.20) V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) V-7 VA (0.15 x 0.20) VA (0.15 x 0.20) V-5 (0.30 x 0.20) V-7 V-7 V-7 4 5 5 4 Ø3/8″ Ø1/2″ C-3 5 5 VA (0.15 x 0.20) esc 1:50 A C-5 ENCOFRADO DE ALIGERADO 2° PISO C V-5 (0.30 x 0.20) 7 vig. 5 vig. V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) VA (0.15 x 0.20) 5 5 Ø3/8″ Ø1/2″ Ø3/8″ Ø3/8″ Ø3/8″ Ø1/2″ 5 5 2 C-1 1 C-1 5 V-A V-A V-A V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) F E 2Ø3/8″ 5 5 5 5 5 5 Ø3/8″ 5 5 C-3 C-1 C-3 C-3 5 F V-A Ø3/8″ 5 5 3 C-1 5 5 V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) VB (0.15 x 0.20) V-5 (0.30 x 0.20) V-5 (0.30 x 0.20) 5 V-5 (0.30 x 0.20) 3 vig. V-3 (0.30 x 0.35) V-6 (0.30 x 0.20) C 5 5 Ø1/2″ Ø1/2″ Ø3/8″ Ø3/8″ C-4 5 C-1 C-1 5 V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) 5 vig. D Ø1/2″ 5 5 Ø1/2″ Ø3/8″ 5 5 Ø3/8″ V-3 (0.30 x 0.35) C-3 C-1 C-2 V-3 (0.30 x 0.35) VB (0.15 x 0.20) V-5 (0.30 x 0.20) C-1 6 V-5 (0.30 x 0.20) 5 5 5 5 5 5 Ø1/2″ 2Ø3/8″ Ø1/2″ Ø3/8″ Ø3/8″ V-3 (0.30 x 0.35) C-1 V-5 (0.30 x 0.20) 5 V-6 (0.30 x 0.20) VB (0.15 x 0.20) VA (0.15 x 0.20) V-3 (0.30 x 0.35) C-3 C-7 C-1 C-7 C-1 5 BASE DE 5 VB V-5 (0.30 x 0.20) 17 vig. B V-3 (0.30 x 0.35) C-1 C-1 6 5 Ø3/8″ C-1 E 5 5 V-4 (0.45 x 0.35) 5 C-1 B 5 7 5 V-4 (0.45 x 0.35) C-1 D 5 V-4 (0.45 x 0.35) C-8 G 7 5 V-6 (0.30 x 0.20) V-6 (0.30 x 0.20) V-1 102 (.15x.20) Ø1/2″ 0.25 1.00 0.33 Ø1/2″ 4Ø3/8″ VB (0.15×0.20) (0.15×0.20) Ø1/4″ 1@0.05 Resto @ 0.20 VA 4Ø1/2″ Ø1/4″ 1@0.05 Resto @ 0.20 ALIGERADO (h=0.20 m) Temperatura Ø1/4″ @ 0.25 esc : 1 / 10 LOSAS Y ALIGERADOS EMPALMES PARA VIGAS, AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm PARA ø3/8″ Y INDICADAS O LOS PORCENTAJES ESPECIFICADOS A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN NOTA C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO B- EN CASO DE NO EMPALMARSE EN LAS ZONAS L/4 CONSULTAR AL PROYECTISTA. 35cm PARA ø1/2″ Y 5/8″. UNA MISMA SECCION. m L/4 L/3 L/4 m L/4 L/3 L/3 H 10 Ø1/4″1@0.05, R.@0.10 1 1 4Ø1/2″ 1-1 .15 V-2 101(0.33×0.20) 2 2 13 Ø1/4″1@0.05, 5@0.10, R@0.20 Ø1/2″ Ø1/2″ 0.25 4Ø1/2″ 2-2 1.50 0.25 0.33 G F D B 0.55 .30 2.20 .30 2.20 .30 2.75 .30 .45 18 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, R. @ 0.20 18 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, R. @ 0.20 21 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, R. @ 0.20 5Ø1/4″1@.05,R.10 4Ø1/4″1@.05,R.10 4 4 3 3 3 3 3 3 4 4 3Ø5/8″ 3Ø5/8″ 3Ø5/8″ 3Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø5/8″ 3-3 6Ø5/8″ 0.30 5Ø5/8″ 4-4 0.50 0.50 V-3 101 (0.30×0.35) .30 0.50 18 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, R. @ 0.20 2.20 2Ø5/8″ 6 6 5Ø1/4″1@.05,R.10 .30 0.55 B 18 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, R. @ 0.20 2.20 4Ø5/8″ 3Ø5/8″ 5 5 .30 D V-4 101 (0.45×0.35) 3Ø5/8″ 4Ø5/8″ 5 5 F 5 5 21 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, R. @ 0.20 2.75 3Ø5/8″ 4Ø5/8″ .30 G 5-5 0.45 6-6 0.45 5Ø5/8″ 7Ø5/8″ 5 6 7 .30 4.38 .30 4.40 .45 3Ø5/8″ 3Ø5/8″ 3Ø5/8″ 3Ø5/8″ 22 Ø1/4″, 1 @ 0.05, Resto . @ 0.20 7 7 7 7 V-5(0.30×0.20) 22 Ø1/4″, 1 @ 0.05, Resto . @ 0.20 .20 0.30 7-7 6Ø1/2″ V-6 (0.30 x 0.20) 0.50 0.30 2.93 0.30 2.02 0.30 3.32 0.30 1 2 4 5 22 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, Resto @ 0.20 17 Ø1/4″ 1@0.05, 5@0.10, Resto @ 0.15 24 Ø1/4″ 1@0.05, 5@0.10, 3@0.15, Resto @ 0.20 2Ø5/8″ 8 2Ø5/8″ 8 2Ø5/8″ 2Ø5/8″ 8 8 4Ø5/8″ 0.30 CORTE 8-8 .20 5 5 5 5 5 SECCION TIPICA DE Ø indicado 0.25 DETALLE DE COLUMNA QUE NACE EN VIGA Columna 0.25 Viga esc : 1 / 25 1@0.05, 5@0.10 3@0.15, resto @ 0.20 Ø indicado SUPERIOR REFUERZO VALORES DE m 0.40 3/8″ 0.40 0.45 5/8″ 1/2″ 0.40 0.50 DE 0.30 h MENOR ø INFERIOR REFUERZO h CUALQUIERA 0.40 0.45 0.50 0.60 DE 0.30 h MAYOR Ø1/2″@0.20 Ø1/2″@0.20 Ø1/2″@0.20 Ø1/2″@0.20 1.30 .15 Ver planta 5 Ver planta 5 Ver planta 5 Ver planta V-7 (0.15 x 1.30) 9 9 CORTE 9-9 d3/8″@0.30 vertical y horizontal \A1;.35 \A1;0.30 \A1;.20 \A1;.20 \A1;.20 \A1;.35 \A1;.20 \A1;.20 \A1;.20 5 \A1;.15 ESCALERA DE TAPA SANITARIA TAPA .60x.60 0 3/8″ @ .25 / 1/2″ @ 0.25 1/2″ @ 0.25 0 3/8″ @ .25 / J – J GATO d3/8″@.25 2Ø5/8″ d3/8″@.25 d3/8″@.25 d3/8″@.25 2Ø5/8″ 2Ø5/8″ .15 J d3/8″@.25 d3/8″@.25 d3/8″@.25 d3/8″@.25 J \A1;1.10 \A1;0.50 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;.90 \A1;.60 \A1;.15 \A1;.15 \A1;0.60 \A1;.15 \A1;.15 \A1;.15 \A1;1.10 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;2.20 \A1;.20 \A1;VER ARQUITECTURA \A1;.15 \A1;1.15 \A1;.15 \A1;.30 \A1;.35 \A1;.30 \A1;.15 LOSA INFERIOR LOSA SUPERIOR TANQUE ELEVADO Ø1/2″@0.20 C-5 ESCALA : 1 / 25 Vacio Ø1/2″@0.20 C-5 C-5 C-5 Ø1/2″@0.20 Vacio Ø1/2″@0.20 esc: 1/25 esc: 1/25 esc: 1/25 esc: 1/25 esc: 1/25 esc: 1/25 esc: 1/25 esc: 1/25 esc: 1/25 Profesional: Propietario: Proyecto: Ubicacion: Dibujo: Escala: Fecha: Especialidad: E-02 02 de 02 VIVIENDA UNIFAMILIAR (DOS PISOS + AZOTEA) ESTRUCTURAS – Encofrado de Techo Aligerado 1° y 2° Piso – Desarrollo de Vigas – Seccion Tipica de Aligerado – Empalmes para Vigas, Losas y Aligerados – Detalle de Columna que nace en Viga – Tanque Elevado – Nota INDICADA NOVIEMBRE 2010 Lamina: