Ship Maintenance Workshop DWG Full Project for AutoCAD

Ship Maintenance Workshop DWG Full Project for AutoCAD

Nave of a maintenance workshop for young and very useful vehicle for their distribution; facahadas consists cuts with raised floors; blocks; drawings for better understanding yl help to generate new ideas in the same project

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

body of army engineers, indicated, code, sheet :, file. dwg, scale :, date, drawing :, total sheets of the project, location., project :, contains :, head of the technical department cee, revised, cee commander, work :, reference, version, approved, vto. bno., deputy head of the technical department cee, crnl de e.m.c. cease galarza t, design, ing. santiago jimenez, arq. ricardo arcos n., mixed fiscal school dr. felipe zapater, hcda. carigar – city of loja – prov. of loja, municipal seals, of the army, notes :, observations:, must be approved by the department. technician, the dimensions prevail over the scale, any change to the original planning, all the measures noted in this plan, it is mandatory that the builder, deliver as-built drawings, must be verified by the builder, changes executed on site. , in work., body of engineers of the army, wall of ha, crane bridge, room of compressors, warehouse of paintings, painting workshop, workshop maintenance heavy vehicles, workshop maintenance light vehicles, office, showers, dressing rooms, cancels, boss, chain type, text, media, thickness, axis, thin, segment, leader, furniture, walls, columns, front right facade, front facade, back facade, cut a-a ‘, left side facade, barn, via, nnt, workshop maintenance, cutting d-d ‘, sliding door, warehouse, sshh, roller door, harrow, pit, administrative, batteries, electrical system, vulcanizer, laboratory, injection system, channel with grid, mesh, wall, vehicle, heavy, vertical, c u a d r a d a c a b a d s, smooth plaster, reinforced concrete structure, cyclopium wall, metal structure, wall of h. a., description, total area, units, masonry, roofs, iron, hands, tamborado wood, block of clear glass, chanfeado to machine, roller, step or baths, aluminum and glass bronze, iron and glass, wood, plaster, ceramics , knocker, iron and tool, windows, coatings, countertops, floors, horizt., deras, barre, locks, doors, stainless steel sink, national sink, national urinal, national toilet, aluminum, matt enamel, rubber, furniture, raisin, furniture, sanitary pieces, paintings, observations, stainless steel, location :, referential code :, maintenance workshops, date :, responsible, ss.hh, sliding iron, bleachers, ss.hh., water heaters, maintenance light vehicles, warehouse paint, batteries – electrical system, lubricator, laboratory injection system, mesh door, b-b ‘cut, c-c’ cut, ee cut

Raw text data extracted from CAD file:

\A1;.05 \A1;.10 \A1;.20 \A1;.25 \A1;.50 \A1;1.00 \A1;2.50 \A1;2.00 \A1;10.00 \A1;5.00 CUERPO DE INGENIEROS DEL EJÉRCITO INDICADAS CODIGO LAMINA: ARCHIVO. DWG ESCALA: FECHA DIBUJO: TOTAL HOJAS DEL PROYECTO LOCALIZACION. PROYECTO: CONTIENE: JEFE DEL DEPARTAMENTO TECNICO CEE REVISADO COMANDANTE DEL CEE OBRA: REFERENCIA VERSION APROBADO VTO. BNO. SUBJEFE DEL DEPARTAMENTO TECNICO CEE CRNL DE E.M.C. CESAR GALARZA T DE . . . DISEÑO ING. SANTIAGO JIMENEZ ARQ. RICARDO ARCOS N. . UQh11 98ZAPAT 180-DB-16- . JULIO - 2005 ESCUELA FISCAL MIXTA DR. FELIPE ZAPATER HCDA. CARIGAR - CIUDAD DE LOJA - PROV. DE LOJA 01 . SELLOS MUNICIPALES DEL EJERCITO R S O E R O P D E G I N I N E E C U NOTAS: OBSERVACIONES: DISEÑO . DEBE SER APROBADO POR EL DPTO. TECNICO DEL LAS ACOTACIONES PREVALECEN SOBRE LA ESCALA CUALQUIER CAMBIO A LA PLANIFICACIÓN ORIGINAL TODAS LAS MEDIDAS ANOTADAS EN ESTE PLANO ES OBLIGATORIO QUE EL CONSTRUCTOR ENTREGUE PLANOS AS BUILT DE LOS 4.- 3.- 2.- 1.- DEBERAN SER VERIFICADAS POR EL CONSTRUCTOR CAMBIOS EJECUTADOS EN OBRA. EN OBRA. CUERPO DE INGENIEROS DEL EJERCITO \A1;4.34 \A1;4.03 \A1;.60 N+±0.00 N± 0.00 N= +0.89 MURO DE H.A. PUENTE GRUA PUENTE GRUA A A CUARTO DE COMPRESORES BODEGA DE PINTURAS TALLER 2 TALLER 3 A TALLER DE PINTURA TALLER MANTENIMIENTO VEHICULOS PESADOS TALLER MANTENIMIENTO VEHICULOS LIVIANOS 100.17 100.17 99.16 100.65 100 OFICINA DUCHAS VESTIDORES CANCELES N=+1.31 ESCALA 1 1000 200 \A1;.91 N±0.00 \A1;.30 \A1;4.59 \A1;2.20 \A1;4.89 \A1;.30 \A1;3.45 \A1;2.20 \A1;.12 \A1;4.47 \A1;2.50 \A1;1.18 \A1;.98 \A1;.20 \A1;4.03 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.20 \A1;.20 \A1;5.60 \A1;.40 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;.40 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;42.40 \A1;.30 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.20 \A1;.20 \A1;5.60 \A1;.40 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;.40 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;.40 \A1;5.60 \A1;48.40 \A1;6.00 \A1;.40 \A1;5.60 \A1;1.00 \A1;.15 \A1;1.50 \A1;.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.15 \A1;.96 \A1;2.55 \A1;.15 \A1;1.00 \A1;.15 \A1;1.00 \A1;1.61 \A1;1.04 \A1;.88 \A1;.96 \A1;2.46 \A1;.96 \A1;.30 \A1;.40 \A1;1.35 \A1;.97 \A1;2.02 \A1;.76 \A1;2.55 \A1;2.71 \A1;.36 \A1;.63 \A1;2.35 \A1;.17 \A1;.15 \A1;.15 \A1;3.90 \A1;.86 \A1;2.60 \A1;2.20 \A1;.15 \A1;2.10 \A1;.76 \A1;.74 \A1;3.75 \A1;4.00 \A1;6.60 \A1;.15 \A1;1.40 \A1;2.02 \A1;.76 \A1;.30 \A1;6.00 \A1;6.00 \A1;.20 \A1;5.60 \A1;.40 \A1;.40 \A1;5.60 \A1;.40 \A1;12.20 \A1;2.52 \A1;.15 \A1;.66 \A1;1.18 \A1;.20 \A1;2.80 \A1;5.71 \A1;4.89 \A1;1.65 \A1;1.92 \A1;.40 \A1;.15 \A1;1.85 \A1;.20 \A1;1.50 \A1;.15 \A1;1.10 \A1;.15 \A1;1.60 \A1;.15 \A1;1.00 \A1;.10 \A1;.90 \A1;.90 \A1;2.50 \A1;4.10 \A1;1.00 \A1;1.00 \A1;3.90 \A1;3.05 \A1;6.05 \A1;.90 \A1;3.15 \A1;6.05 \A1;4.10 \A1;1.00 \A1;2.00 \A1;1.99 \A1;.86 \A1;.88 \A1;.57 \A1;1.00 \A1;.52 \A1;1.00 \A1;.30 \A1;.30 \A1;5.57 \A1;5.67 \A1;.30 \A1;5.57 \A1;.80 \A1;.80 \A1;.30 \A1;5.57 \A1;5.67 \A1;.30 \A1;5.57 \A1;.80 \A1;.80 \A1;.86 \A1;2.60 \A1;2.20 \A1;.15 \A1;2.10 \A1;3.75 \A1;.15 \A1;.66 \A1;1.18 \A1;.15 OFICINA JEFE -109.530439628621 -109.530439628621 -109.530439628621 -109.530439628621 -109.530439628621 -109.530439628621 N=+2.65 B -109.530439628621 -109.530439628621 -109.530439628621 N=+2.65 -109.530439628621 # # \A1;14.00 \A1;3.10 \A1;3.10 \A1;3.10 \A1;12.00 \A1;3.10 \A1;.25 \A1;.25 \A1;2.30 \A1;.25 -117.7735919046949 -117.7735919046949 -117.7735919046949 -117.7735919046949 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P2 CADENA TIPO CADENA TIPO CADENA TIPO CADENA TIPO CADENA TIPO CADENA TIPO CADENA TIPO CADENA TIPO CADENA TIPO \A1;.30 \A1;4.59 \A1;2.20 \A1;4.89 \A1;.30 \A1;3.45 \A1;2.20 \A1;.12 \A1;4.47 \A1;2.50 \A1;1.18 \A1;.98 \A1;.20 \A1;4.03 \A1;2.10 TEXTO4 TEXTO9 TEXTO MEDIA 0 GROSOR EJES FINA SEGMENT 5 5 ESCALA20 ESCALA10 ESCALA5 ESCALA25 ESCALA50 ESCALA100 5 5 5 5 5 5 ESCALA1000 ESCALA500 ESCALA250 5 5 ESCALA200 LEADER FINA8 MOBILIIARIO PAREDES COLUMNAS FACHADA LATERAL DERECHA ESCALA -------------------------------------- 1:100 FACHADA FRONTAL ESCALA -------------------- 1:100 FACHADA POSTERIOR ESCALA ------------------------ 1:100 CORTE A-A' ESCALA --------- 1:100 FACHADA LATERAL IZQUIERDA ESCALA --------------------------------------- 1:100 5 5 5 A 100.00 B 98.85 B 98.85 E 99.07 E 99.06 E 99.07 E 97.21 E 97.60 E 97.66 E 97.62 C 99.27 C 99.27 C 99.27 C 99.44 C 99.49 S 98.60 S 98.62 S 98.59 C 98.72 C 98.75 96.83 V 95.73 V 96.46 V 96.49 P 96.71 P 96.72 V 97.76 V 97.67 V 98.84 V 98.82 V 98.97 V 100.06 V 100.04 V 100.11 S 99.99 S 99.99 S 99.98 PV 100.30 PV 100.32 PV 100.29 V 100.45 V 101.14 PV 101.02 PV 101.09 PV 101.09 PV 101.89 PV 101.90 PV 101.77 PV 102.01 ES 100.28 VI 100.28 VI 97.24 VI 97.02 VI 97.15 VI 96.79 VI 96.99 VI 97.56 VI 98.18 VI 98.87 VI 101.21 VI 98.55 A 100.00 B 98.85 B 98.85 E 99.07 E 99.06 E 99.07 E 97.21 E 97.60 E 97.66 E 97.62 C 99.27 C 99.27 C 99.27 C 99.44 C 99.49 S 98.60 S 98.62 S 98.59 C 98.72 C 98.75 96.83 V 95.73 V 96.46 V 96.49 P 96.71 P 96.72 V 97.76 V 97.67 V 98.84 V 98.82 V 98.97 V 100.06 V 100.04 V 100.11 S 99.99 S 99.99 S 99.98 PV 100.30 PV 100.32 PV 100.29 V 100.45 V 101.14 PV 101.02 PV 101.09 PV 101.09 PV 101.89 PV 101.90 PV 101.77 PV 102.01 ES 100.28 VI 100.28 VI 97.24 VI 97.02 VI 97.15 VI 96.79 VI 96.99 VI 97.56 VI 98.18 VI 98.87 VI 101.21 VI 98.55 96 96 96 97 97 97 97 97 97 97 98 98 98 98 98 98 98 98 98 98 98 99 99 99 99 99 99 99 99 99 99 99 99 100 100 100 100 100 100 100 100 100 100 100 100 100 101 101 101 101 102 102 GALPON GALPON GALPON VIA VIA VIA VIA VIA VIA VIA PLANTA DE HANGAR Nª 1 FACHADA LATERAL DERECHA ESCALA -------------------------------------- 1:100 FACHADA LATERAL IZQUIERDA ESCALA --------------------------------------- 1:100 101.90 FACHADA LATERAL IZQUIERDA ESCALA --------------------------------------- 1:100 FACHADA FRONTAL ESCALA -------------------- 1:100 FACHADA POSTERIOR ESCALA ------------------------- 1:100 5 N± 0.00 NNT TALLER DE MANTENIMIENTO A 101.57 A 100.00 B 98.85 B 98.85 E 99.07 E 99.06 E 99.07 E 97.21 C 99.27 C 99.27 C 99.27 C 99.44 C 99.49 S 98.60 S 98.62 S 98.59 C 98.72 C 98.75 V 95.73 V 96.46 V 96.49 P 96.71 P 96.72 V 97.76 V 97.67 V 98.84 V 98.82 V 98.97 V 100.06 V 100.04 V 100.11 S 99.99 S 99.99 S 99.98 PV 100.30 PV 100.32 PV 100.29 V 100.45 V 101.14 PV 101.02 PV 101.09 PV 101.09 PV 101.89 PV 101.90 PV 101.77 PV 102.01 ES 100.28 VI 100.28 VI 97.24 VI 97.02 VI 97.15 VI 96.79 VI 96.99 VI 97.56 VI 98.18 VI 98.87 VI 101.21 VI 98.55 A 100.00 B 98.85 B 98.85 E 99.07 E 99.06 E 99.07 E 97.21 C 99.27 C 99.27 C 99.27 C 99.44 C 99.49 S 98.60 S 98.62 S 98.59 C 98.72 C 98.75 V 95.73 V 96.46 V 96.49 P 96.71 P 96.72 V 97.76 V 97.67 V 98.84 V 98.82 V 98.97 V 100.06 V 100.04 V 100.11 S 99.99 S 99.99 S 99.98 PV 100.30 PV 100.32 PV 100.29 V 100.45 V 101.14 PV 101.02 PV 101.09 PV 101.09 PV 101.89 PV 101.90 PV 101.77 PV 102.01 ES 100.28 VI 100.28 VI 97.24 VI 97.02 VI 97.15 VI 96.79 VI 96.99 VI 97.56 VI 98.18 VI 98.87 VI 101.21 VI 98.55 96 96 96 97 97 97 97 97 97 97 98 98 98 98 98 98 98 98 98 98 98 99 99 99 99 99 99 99 99 99 99 99 99 100 100 100 100 100 100 100 100 100 100 100 100 100 101 101 101 101 102 102 GALPON GALPON GALPON VIA VIA VIA VIA VIA VIA VIA PLANTA DE HANGAR Nª 1 PLANTA DE HANGAR Nª 2 5 5 5 5 5 5 5 5 5 5 CORTE D-D' ESCALA --------- 1:100 100.17 5 5 5 TALLER MANTENIMIENTO VEHICULOS LIVIANOS N=+0.75 5 HANGAR Nª 1 ESCALA ------------- 1:100 PLANTA DE HANGAR Nª 2 ESCALA ------------------------ 1:100 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 N± 0.00 N= +0.89 MURO DE H.A. PUENTE GRUA PUENTE GRUA A A NNT N± 0.89 NNT RAMPA 20% PUERATA CORREDIZAS PUERATA CORREDIZAS CUARTO DE COMPRESORES BODEGA DE PINTURAS TALLER 1 TALLER 2 D' D TALLER DE PINTURA TALLER MANTENIMIENTO VEHICULOS PESADOS TALLER MANTENIMIENTO VEHICULOS LIVIANOS 100.17 101.57 100.17 99.16 100.65 100 BODEGA N± 0.00 N=-0.23 N=-0.64 DUCHAS VESTIDORES CANCELES N± 0.00 N=+0.75 N=+1.31 N=-0.64 N=-0.64 N=+0.57 N=+0.75 N=+0.75 PUENTE GRUA PUENTE GRUA RAMPA 20% RAMPA 20% RAMPA 20% S SSHH 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 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 PUERTA ENROLLABLES PUERTA ENROLLABLES PUERTA ENROLLABLES MEZANINE N+2.65 ESCALA ------------- 1:100 HANGAR Nª 1 C' C TALLER MANTENIMIENTO VEHICULOS PESADOS VESTIDORES GRADA 5 5 5 5 5 5 N=+1.29 N=+0.13 100.17 101.57 100.17 N± 0.00 N± 0.00 RAMPA 20% OFICINA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OFICINA JEFE 5 5 5 5 5 5 5 5 5 5 5 5 N=+2.65 C C 5 B 5 5 5 S N=+2.65 N=+0.75 N=-.05 N=-0.13 N=-0.13 5 5 5 5 N=+0.75 N=+1.29 N=+0.57 N=-1.10 PUENTE GRUA 5 NNT NNT 5 FOSA N=+- 0.00 N=- 0.23 N=+0.13 N=+0.76 N=+0.59 N=+0.57 NNT NNT ADMINISTRATIVA BATERIAS SISTEMA ELECTRICO VULCANIZADORA LABORATORIO DE SISTEMA DE INYECCION 5 CANAL CON REJILLA CANAL CON REJILLA MALLA MALLA PARED PARED VEHICULOS PESADOS RAMPA 10% VERTICALES C U A D R O D E A C A B A D O S ENLUCIDO LISO ESTRUCTURA HORMIGON ARMADO BLOQUE DE 10 cm. MURO CICLOPIO ESTRUCTURA METALICA MURO DE H. A. DESCRIPCION 11 4 13 12 10 9 8 7 6 5 3 2 AREA TOTAL M2 UNIDADES N 1 M2 M2 M2 M2 LOSA DE H.A. (DECK METALICO) M2 M2 M2 M2 M2 - OCTUBRE - 2008 MAMPOSTERIA CUBIERTAS M2 HIERRO MANOS MADERA TAMBORADA CERAMICO DE 30 X 30 cm. MALLA BLOQUE DE VIDRIO CLARO CHANFEADO A MAQUINA CIELO RASO FALSO ( FIBROLIT ) ENROLLABLES PASO O BAÑOS LLAVE / LLAVE LLAVE / SEGURO ALUMINIO Y VIDRIO BRONCE H. ARM. RECUBIERTO / CERAMICA ENCEMENTADO LISO(TIPO INDUSTRIAL) CERAMICA GRAIMAN DE 20 X 20 cm. CERAMICO DE 40 X 40 cm. HIERRO Y VIDRIO M2 MADERA M2 M2 M2 ENLUCIDO M2 MADERA CERAMICA M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 U ALDABA M2 CERAMICA HIERRO Y TOOL MADERA M2 U U U M2 M2 M2 VENTANAS RECUBRIMIENTOS MESONES PISOS HORIZT. DERAS BARRE CERRADURAS PUERTAS TINETA ( BORDILLO ) LAVABO ACERO INOXIDABLE FREGADERO 1 POZO LAVABO NACIONAL URINARIO NACIONAL INODORO NACIONAL M2 ALUMINIO U U M2 ESMALTE MATE M2 U U U U CAUCHO MUEBLE M2 PASA MADERA MUEBLE DE PIEZAS SANITARIAS PINTURAS OBSERVACIONES ACERO INOXIDABLE M2 PROYECTO: LOCALIZACION: CODIGO REFERENCIAL: TALLERES DE MANTENIMIENTO LA MAGDALENA "QUITO" FECHA: RESPONSABLE 25 BAL: BRIGADA DE APOUO LOGISTICO 5 5 5 5 5 5 5 5 5 5 5 5 5 SS.HH 5 5 5 N± 0.00 N± 0.00 N± 0.00 5 5 5 5 5 5 5 5 5 MALLA BLOQUE DE 15 cm. M2 M2 HIERRO CORREDIZA M2 14 15 16 17 18 19 20 21 22 23 24 25 VESTIDORES GRADAS CANCELES DUCHAS SS.HH. FOSA BODEGA CALEFONES TALLER Nº 1 TALLER Nº 2 MANTENIMIENTO VEHICULOS LIVIANOS BODEGA DE PINTURA CUARTO DE COMPRESORES TALLER DE PINTURA OFICINA JEFE (MEZANINE) SS.HH. (MEZANINE) OFICINA ADMINISTRATIVA (MEZANINE) SS.HH. (MEZANINE) BATERIAS - SISTEMA ELECTRICO LUBRICADORA HANGAR Nº 1 SS.HH. VULCANIZADORA LABORATORIO SISTEMA DE INYECCION HANGAR Nº 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X h= PISO TECHO h=1.50 h=1.50 N=+0.76 CALEFONES LUBRICADORA FOSA N=-1.10 5 5 5 5 5 5 5 5 5 CANAL CON REJILLA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X S PUERTA DE MALLA PLANTA ACTUAL DE HANGAR Nª 1 ESCALA ------------- 1:100 PLANTA ACTUAL DE HANGAR Nª 2 ESCALA ------------------------ 1:100 97 B 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 D C A B 5 5 5 5 5 5 A B D C B' B 5 5 5 5 5 5 5 5 5 5 CORTE B-B' ESCALA --------- 1:100 100.17 5 5 5 TALLER MANTENIMIENTO VEHICULOS LIVIANOS N=+0.75 5 NNT N=-0.23 N=+0.75 N=+0.57 5 CORTE C-C' ESCALA --------- 1:100 CORTE B-B' ESCALA --------- 1:100 E' E N=-0.95 CORTE E-E' ESCALA --------- 1:100

Language	Spanish
Drawing Type	Full Project
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	arpintaria, atelier, atelier de mécanique, atelier de menuiserie, autocad, carpentry workshop, consists, cuts, distribution, DWG, full, maintenance, mechanical workshop, mechanische werkstatt, nave, oficina, oficina mecânica, Project, raised, schreinerei, ship, vehicle, warehouse, werkstatt, workshop, young