Cabin DWG Section for AutoCAD

Cabin – Plants – Facades – Sections – View

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

aprobo, first partial, diego armando ortiz, review :, arq. esteban raúl garcía, calculus:, perito resp., owner: -, address: -, project:, university of the valley, of toluca, project: -, regional sketch, date, concept, review, note, notes, north, dressing room, bathroom, upper floor, slab projection, ground floor, access, kitchen, breakfast bar, main facade, west façade, morales, reinforced concrete parapet, a-a ‘cut, tepojal filling, bath, chamfer, cut b – b ‘, bap, roof plant

Raw text data extracted from CAD file:

R0.50 R0.50 R0.50 4.20 1.28 2.93 8.40 5.38 1.50 1.20 1.50 2.08 0.90 1.23 1.18 1.18 4.20 1.28 2.93 R2.50 4.20 4.20 8.40 4.20 2.10 2.10 9.58 1.18 R4.05 R4.20 5.35 2.55 2.40 0.40 3.20 1.15 0.65 0.40 4.00 4.20 0.20 8.40 2.95 0.40 0.25 1.95 0.20 0.15 2.40 2.40 8.40 4.20 4.20 0.40 4.20 1.86 2.14 0.40 2.70 0.20 2.10 0.20 2.30 2.66 3.60 2.15 8.40 0.15 1.75 0.10 2.30 0.10 0.40 4.80 2.10 2.45 8.40 4.20 R4.20 R2.50 9.58 2.10 1.18 4.20 2.10 4.20 Aprobo 03/04/03 Primer Parcial A R Q 0 0 1 Diego Armando Ortiz Reviso: Arq. Esteban Raúl García Cálculo: Perito Resp. Esc 1:50 Propietario : – Dirección : – Proyecto: Universidad del Valle de Toluca Proyecto : – Croquis Regional Fecha Concepto Reviso Nota N O T A S N O R T E B VESTIDOR B A Ñ O B 1 5 5 5 5 5 5 5 A B C 5 0.90 5 5 5 5 5 5 5 5 2′ 3 2 3′ NPT + 2.40 0.90 NPT + 2.60 13 12 11 10 9 8 7 6 5 4 3 2 1 Esc. 1:50 Planta Alta C B A 5 5 5 NPT + 0.15 5 5 Proyeciòn de Losa 3′ 5 5 5 Proyeciòn de Losa 2 3 2′ 5 5 1 A Planta Baja Esc. 1:50 A’ 2 5 13 12 1.05 Acceso NPT + 0.15 NPT ± 0.00 R NPT + 0.15 3 4 5 6 7 8 9 10 11 Proyeciòn de Losa COCINA 5 S 5 0.90 NPT -0.45 B NPT + 0.15 1 DESAYUNADOR 5 NPT ± 0.00 A B C 5 5 5 5 NPT +0.15 5 5 5 5 5 5 5 5 Fachada Principal Esc. 1:50 NPT +4.80 NPT +4.60 NPT +4.40 5 5 5 5 5 5 5 5 2 2′ 3 3′ Fachada Oeste Esc. 1:50 Morales NPT ± 0.00 NPT +2.95 NPT +5.35 C B A 5 5 5 Losa de Concreto Reforzado 0.10m 5 5 5 5 5 Pen 2% 5 NPT -0.45 NPT +0.15 NPT +2.55 5 Pretil de Concreto Armado Dirección : – Arq. Esteban Raúl García A R Q 0 0 2 Diego Armando Ortiz Morales Proyecto: Esc 1:50 Perito Resp. Cálculo: Reviso: 03/04/03 Primer Parcial de Toluca Universidad del Valle Proyecto : – Propietario : – Concepto Nota Fecha Reviso Aprobo N O T A S Croquis Regional N O R T E Esc. 1:50 Corte A – A’ B’ B B’ DESAYUNADOR Relleno de Tepojal NPT +0.15 NPT +-0.00 4 8 6 10 9 7 5 3 2 1 Pend 2% B A Ñ O Pend 2% 1 2 3 NPT +5.35 Chaflán Enladrillado 0.02×0.12×0.24 Pretil de Concreto Armado f’c=200 Kg/cm2 11 Columna 0.40×00.40 Tabique Rojo común 0.06×0.12×0.24 Cadena de Desplante 0.15×0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT +4.40 NPT +2.55 5 Esc. 1:50 Corte B – B’ DESAYUNADOR Enladrillado 0.02×0.12×0.24 Chaflán 5 5 5 5 5 NPT + 4.95 5 5 5 3 3′ B.A.P 5 2 2′ 5 1 A NPT + 4.40 B.A.P B.A.P NPT + 2.55 B.A.P B.A.P 5 B C Planta Azotea Esc. 1:50