Auto Washing DWG Plan for AutoCAD

Auto Washing DWG Plan for AutoCAD

Car Wash, plant a whole; floor plans and elevations cuts

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

head, date:, luis alberto anguiano cuara, student :, school of architecture, don vasco university, project workshop, content :, scale :, dimensions :, meters, architectural cuts, arch. javier lópez arq. omar zuñiga arq adolfo heredia, advisors :, location :, orientation :, project :, location :, uruapan michoacan, die of, stone foundation, arm, symbology, intalación – drainage, register with strainer, recordable record, blind register, water downpipe black, pvc pipe, pipe diameters, septic tank, grease trap, absorption well, bap, rainwater plumbing, box, room, waiting room, cleaning, administrative parking, surveillance, main facade, rear facade, longitudinal section a-a ‘, architectural floor, first level, second level, assembly plant, installation of foundation and drainage

Raw text data extracted from CAD file:

z HEAD S npt . 0.15 z \W6.39947; NPT. + 0.15 \W6.39947; NPT. + 0.95 \A1;16.23 \A1;13.16 \A1;10.61 \A1;1.57 \A1;4.28 \A1;5.50 \A1;6.33 \A1;9.28 \A1;4.71 \A1;2.85 \A1;1.53 \A1;11.85 \A1;1.15 \A1;1.10 \A1;4.15 \A1;1.47 \A1;1.68 \A1;0.97 \A1;10.61 \A1;1.35 \A1;0.67 \A1;1.49 \A1;2.16 \A1;1.23 \A1;2.02 \A1;0.62 \A1;1.57 \A1;4.28 \A1;2.80 \A1;1.35 \A1;0.68 \A1;0.49 \A1;3.00 \A1;1.61 \A1;2.26 \A1;3.48 \A1;1.05 \A1;0.89 \A1;1.31 Fecha: 13/Dic/2010 LUIS ALBERTO ANGUIANO CUARA Alumno: ESCUELA DE ARQUITECTURA UNIVERSIDAD DON VASCO TALLER DE PROYECTOS Contenido: Escala: Cotas: Metros 1:75 Cortes Arquitectonicos Arq. Javier López Arq. Omar Zuñiga Arq. Adolfo Heredia Asesores: N° de Lamina: A-1 Ubicación: Orientación: Proyecto: \W1.32971; A \W1.23447; U \W1.37733; T \W1.23447; O \W1.75828; \W1.75828; \W1.28209; L \W1.32971; A \W1.32971; V \W1.32971; A \W1.23447; D \W1.23447; O Localización: Uruapan Michoacan \W1.36784; \c128;a-1 planta de conjunto \W2.86541; \c128;a-2 planta arquitectonica baja \W2.86541; \c128;a-3 planta arquitectonica alta , cimentacion y drenaje alta \W2.86541; \c128;a-4 Cortes \W2.86541; \c128;a-5 fachadas \W2.77223; \c128;i-1 plnata baja instalaciones \A1;16.23 \A1;1.15 \A1;0.84 \A1;4.31 \A1;3.25 \A1;10.61 \A1;1.35 \A1;3.61 \A1;1.57 \A1;4.28 \A1;2.80 \A1;1.35 \A1;1.05 \A1;3.44 \A1;4.71 \A1;1.83 \A1;9.28 2.00 2.00 0.07 1.72 2.00 0.21 Z1 2.000056959204812 2.000037777968828 dado de 40 x 40cm plantilla concreto pobre f´c=100kg/cm2 parrilla con var 3/8" Ø @15 cm en ambos sentidos 2.0 0.2083333333330302 5 1.722222222221717 8 var 3/8" e @ 20cm f´c=250kg/cm2 \A1;Trabe de liga de O.30x0.15 4 var \S3/8;\H1.4286x;" e \H0.7x;\S1/4;\H1.4286x; @ 20cm f´c:200kg/m2 Zapata f'c=250kg/cm2 0.05 1.29 1.50 0.16 1.50 1.50 plantilla de concreto pobre f'c = 100 kg/cm². dala de cimentación de 25 x 15 cm. armada con 4vs de 3/8" y estribos de 1/4" @ 20 cm con un concreto de F'c = 200 kg/cm². 1.00 0.05 1.00 Cimiento de Piedra braza 0.25 1.00 plantilla de concreto pobre f'c = 100 kg/cm². dala de cimentación de 25 x 15 cm. armada con 4vs de 3/8" y estribos de 1/4" @ 20 cm con un concreto de F'c = 200 kg/cm². 0.05 1.00 Cimiento de Piedra braza 0.25 C1 C2 dado de 40 x 40cm plantilla concreto pobre f´c=100kg/cm2 parrilla con var 3/8" Ø @15 cm en ambos sentidos 1.5 0.1562499999995453 5 1.291666666666515 8 var 3/8" e @ 20cm f´c=250kg/cm2 \A1;Trabe de liga de O.30x0.15 4 var \S3/8;\H1.4286x;" e \H0.7x;\S1/4;\H1.4286x; @ 20cm f´c:200kg/m2 Zapata f'c=250kg/cm2 Z2 1.499835343809536 1.499820959870249 TL \A1;Trabe de liga de O.30x0.15 4 var \S3/8;\H1.4286x;" e \H0.7x;\S1/4;\H1.4286x; @ 20cm f´c:200kg/m2 c BAN Simbologia Intalación - Drenaje R Registro con Coladera Registro Registrable Registro Ciego Bajante de agua Negra Tubo PVC DIAMETROS DE TUBERIA Inodoros 4'' Lavamanos y Mingitorio 2'' Bajantes Pluviales 4'' Fosa Septica Trampa de Grasas Pozo de Absorción FS TG PA BAP Bajante de agua Pluvia TL \A1;Trabe de liga de O.30x0.15 4 var \S3/8;\H1.4286x;" e \H0.7x;\S1/4;\H1.4286x; @ 20cm f´c:200kg/m2 1.00 0.05 1.00 0.25 1.00 0.05 0.25 1.00 plantilla de concreto pobre f'c = 100 kg/cm². dala de cimentación de 25 x 15 cm. armada con 4vs de 3/8" y estribos de 1/4" @ 20 cm con un concreto de F'c = 200 kg/cm². 1.0 5 1.000328924334553 Cimiento de Piedra braza 0.2500000000004547 C1 0.03 0.70 0.18 0.70 0.9999999999995453 plantilla de concreto pobre f'c = 100 kg/cm². dala de cimentación de 25 x 15 cm. armada con 4vs de 3/8" y estribos de 1/4" @ 20 cm con un concreto de F'c = 200 kg/cm². 5 1.000328924334553 Cimiento de Piedra braza 0.2500000000004547 C2 0.6999999999998181 plantilla de concreto pobre f'c = 100 kg/cm². dala de cimentación de 25 x 15 cm. armada con 4vs de 3/8" y estribos de 1/4" @ 20 cm con un concreto de F'c = 200 kg/cm². 5 0.7002302470342556 Cimiento de Piedra braza 0.1750000000002956 C3 \W7.00926; R caja caja sala \W5.68315; Baños \W2.26286; Empleados \W3.56721; Comedor \W3.56721; Empleados \W3.67901; Locker´s \W3.28667; Detallado \W3.28667; Automotriz \W4.91297; Secado \W4.93988; Lavado \W4.93988; automotriz \W3.28667; Detallado \W3.28667; automotriz \W4.76804; Bodega \W3.07342; Cuarto de \W3.07342; maquinas Sala de espera \W5.68315; Baños \W9.03201; H \W5.68315; Baños \W8.90158; M Limpieza \W6.95127; Caja \W5.46576; Tienda \W5.46576; dilceria \W3.59930; Vestibulo \W5.24837; Acceso \W5.24837; Principlal \W3.38709; Apeadero \W2.87466; Recepción \W2.87466; veicular estacionamiento Administrativo \W2.52684; Pre lavado \W6.39326; NPT. + 0.00 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39947; NPT. + 0.95 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 \W6.39326; NPT. + 1.10 Vigilancia \W6.39947; NPT. + 0.15 \W6.39947; NPT. + 0.15 \W6.39947; NPT. + 0.15 \W6.39326; NPT. + 0.00 FS PA TG FS TG 0.00 0.15 0.80 3.80 4.80 6.30 7.80 8.80 5.65 0.90 5.65 3.95 1.15 5.27 0.50 2.77 5.85 8.30 40.00 6.50 9.00 0.60 6.42 0.50 6.38 0.75 1.48 8.30 40.00 0.00 0.80 3.60 4.80 5.19 6.29 7.79 8.79 \W1.36784; \c128;a-1 planta de conjunto \W2.86541; \c128;a-2 planta arquitectonica baja \W2.86541; \c128;a-3 planta arquitectonica alta , cimentacion y drenaje alta \W2.86541; \c128;a-4 Cortes \W2.86541; \c128;a-5 fachadas \W2.77223; \c128;i-1 plnata baja instalaciones 0.80 3.80 4.80 7.80 8.80 5.65 1.15 8.00 5.85 8.30 10.00 0.15 0.80 3.80 4.80 6.30 7.80 8.80 2.30 7.00 4.60 8.00 25.50 A Fachada Principal Fachada Posterior Corte Longitudinal A-A' Corte Transversal 1-1' 5 5 5 5 5 5 5 5 5 A D L M 1 4 9 15 18 19 20 \W5.68315; Baños \W2.26286; Empleados \W3.56721; Comedor \W3.56721; Empleados \W3.67901; Locker´s \W3.28667; Detallado \W3.28667; Automotriz \W4.91297; Secado \W4.93988; Lavado \W4.93988; automotriz \W3.28667; 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Language	Spanish
Drawing Type	Plan
Category	Transportation & Parking
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	auto, autocad, bus, car, cuts, DWG, elevations, floor, plan, plans, plant, terminal, wash, washing