Adobe Class DWG Full Project for AutoCAD

Adobe Class DWG Full Project for AutoCAD

ADOBE classroom project; INCLUDES CUTS; LIFTS; Foundation plan AND DETAILS; CONSTRUCTIVE DETAILS.

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

cleaning room, classroom, foundation plant, scale:, Deposit, s.s.h.h. ladies, s.s.h.h. gentlemen, entry, compacted earth, false ground concrete floor stabilized with cement asphalt, adobe, section: esc:, underfloor, floor, ext., concrete stone with proportion, sole, compacted earth, false ground concrete floor stabilized with cement asphalt, section: esc:, underfloor, floor, concrete stone with proportion, sole, int., compacted earth, false ground concrete floor stabilized with cement asphalt, section: esc:, underfloor, floor, concrete stone with proportion, sole, int., foundation detail, clay joint of thickness of cm, adobe, clay joint of thickness of cm, isometry of adobe wall esc:, adobe, clay joint of thickness of cm, cement floor, false floor, polished cement floor, painted tarragon, bruna, against polished cement, in the encounter of the figar pairs with bolt-on platinum, connectors for attaching the stud beam to the pair, the pair the knuckle pinned with, to use stud bolts, cm ceramic, tarragon, mesh fixed wall, roof tile, insulation panel, asbestos cement sheet, wooden cab, fixing nails, tether support strap, detail esc:, sill: crown all the round wood eucalyptus, beams galvanized steel wire, vertical reinforcement integer, Reinforcement: horizontal with galvanized wire, detail esc:, separated, splicing joists half timber joists, beam sill, detail in floor plan of beam, details of mooring of thresholds beams sills details of mooring cane rebar: horizontal vertical, cleaning room, classroom, Deposit, s.s.h.h. ladies, s.s.h.h. gentlemen, entry, floor first floor, scale:, Wall, wooden crate frame, plywood trike, duco finish, sliding door, Exterior, inside, wooden screw frame, wood strip, wooden screw frame, wooden screw frame, self-tapping for wood, self-tapping for wood, billet, sliding door, self-tapping screw, stanley spring hinges, billet, self-tapping screw, knob lock, in equal door frame the long. The hinges should not be pushed in., door hinge, of aluminized steel, detail of hinge esc:, cleaning room, classroom, Deposit, s.s.h.h. ladies, foundation plant, scale:, s.s.h.h. gentlemen, cut, scale:, classroom, cut, scale:, colorless tempered glass, metal support wall mounted, aluminum cushion, slate on pressed wooden board, classroom, adobe wall with exterior plaster, unpainted adobe wall, cm adobe wall, roof tile, roof projection, fixed window, sliding sheet, colorless tempered glass, fixed window, colorless tempered glass, fixed window, sliding sheet, colorless tempered glass, fixed window, tijeral, clay tile, roof tile, classroom, s.s.h.h. gentlemen, bruna, lateral elevation, scale:, main lift, scale:, elev. principal, elev. side, beams result of, the extent of, upper ropes, of the, wooden columns, composed, auxiliary slats, for support of beams, metal angle, for your

Raw text data extracted from CAD file:

V- 1.00 1.50 1.40 NPT=±0.00 16.20 1.40 .40 1.69 .40 1.73 .10 1.73 .40 1.59 4.09 2.33 2.33 .40 .40 1.73 .40 1.73 .40 2.33 2.33 2.19 .10 .40 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .40 1.73 .10 1.73 .40 1.59 .40 .10 1.80 1.69 .40 1.73 .40 1.73 .40 2.33 2.33 2.19 4.09 2.33 2.33 16.20 .10 .10 .10 .10 .10 .40 .10 .10 .10 .10 .10 .10 .10 14.60 1.10 3.90 3.90 3.80 .40 3.30 .40 3.30 .40 3.20 .40 1.10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .40 3.30 .40 3.30 .40 3.20 .40 1.10 1.10 3.90 3.90 3.80 14.60 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .40 .10 .80 NPT=±0.00 .10 .075 .05 .025 .075 .05 .025 .10 .10 .40 .10 .80 .10 .40 .10 .80 .10 .075 .05 .025 NPT=±0.00 1.00 1.20 12.00 .40 1.00 2.50 .40 3.50 .40 3.40 .40 1.20 1.20 3.90 3.90 3.80 12.00 .40 3.55 3.95 16.00 .40 .40 .40 .40 .40 1.20 .40 3.55 3.95 16.00 .40 .40 .40 .40 .40 .40 2.50 .40 3.50 .40 3.40 .40 3.90 3.90 3.80 2.50 2.00 2.42 2.90 2.40 2.82 3.53 3.13 2.50 2.00 2.42 3.13 2.90 2.40 2.82 3.53 1.00 2.30 .05 \A1;0.90 .05 \A1;1.00 .15 .76 .29 .81 .25 .05 2.30 .02 .16 2.17 .18 .06 1.50 .67 .43 1.18 1.42 2.60 1.00 1.00 2.00 .10 .05 .02 .11 .01 .01 .40 3.55 3.95 16.00 .40 .40 .40 .40 .40 1.20 .40 3.55 3.95 16.00 .40 .40 .40 .40 .40 1.00 1.20 12.00 .40 1.00 2.50 .40 3.50 .40 3.40 .40 1.20 1.20 3.90 3.90 3.80 12.00 2.50 2.00 2.42 2.90 2.40 2.82 3.53 3.13 2.50 2.00 2.42 3.13 2.90 2.40 2.82 3.53 .40 2.50 .40 3.50 .40 3.40 .40 3.90 3.90 3.80 2.60 .10 .80 .10 1.74 2.70 1.74 .08 .25 2.70 .25 2.60 .35 1.74 CUARTO DE LIMPIEZA AULA 1 AULA 2 PLANTA DE CIMIENTO ESCALA: 1/50 NPT=±0.15 \A1;1 \A1;2 \A1;3 \A1;4 \A1;5 \A1;6 \A1;7 \A1;A \A1;B \A1;C \A1;D \A1;1 \A1;2 \A1;3 \A1;4 \A1;5 \A1;6 \A1;7 \A1;A \A1;B \A1;C \A1;D DEPOSITO 1 DEPOSITO 2 \W2.41237; S.S.H.H. DAMAS \W2.41237; S.S.H.H. CABALLEROS NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 INGRESO \W0.71747; 1 \W0.71747; 1 \W0.61180; 2 \W0.61180; 2 \W1.07604; 3 \W0.57701; 3 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.57701; 3 \W0.57701; 3 \W0.71747; 1 \W0.71747; 1 1 1 \W0.71747; 1 \W0.71747; 1 1 1 \W0.61180; 2 \W0.61180; 2 \W0.61180; 2 \W0.61180; 2 2 2 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 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 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 5 5 5 5 5 5 5 5 5 5 5 Tierra Compactada Falso Piso de Concreto o de Suelo Estabilizado con Cemento o Asfalto NPT=+0.15 Adobe de 40x40x10cm SECCION: 1-1 \W5.97455; ESC: 1/20 Contrapiso Piso 5 5 5 5 NPT=±0.00 EXT. \A1;Cimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 \A1;Sobrecimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 SOLADO 5 5 5 5 Tierra Compactada Falso Piso de Concreto o de Suelo Estabilizado con Cemento o Asfalto NPT=+0.15 SECCION: 2-2 \W6.26772; ESC: 1/20 Contrapiso Piso 5 5 5 5 \A1;Cimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 \A1;Sobrecimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 SOLADO INT. INT. INT. 5 5 5 5 Tierra Compactada Falso Piso de Concreto o de Suelo Estabilizado con Cemento o Asfalto NPT=+0.15 SECCION: 3-3 \W6.28544; ESC: 1/20 Contrapiso Piso 5 5 5 5 \A1;Cimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 \A1;Sobrecimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 SOLADO INT. INT. DETALLE DE CIMIENTOS Junta de arcilla de espesor de 2 cm Adobe de 40x40x10cm Junta de arcilla de espesor de 2 cm \A1;\Q45;\T1.15;0.40 \W2.09665; ISOMETRIA DE MURO DE ADOBE \W7.79704; ESC: 1/20 Adobe de 40x40x10cm Junta de arcilla de espesor de 2 cm Contrapiso rayado, cemento 1:5 Falso Piso Piso de cemento pulido r=10mm. Tarrajeo y Pintado Bruña 5x5mm. Contrazocalo de cemento pulido en el encuentro de los pares figar con platina y empernado CONECTORES PARA FIJAR LA VIGA COLLAR CON EL PAR EL PAR Y EL NUDILLO FIJADOS CON PERNOS DE 11/2" PARA FIGAR USAR PERNOS DE 11/2" Ceramica de 0.40x0.40 cm Tarrajeo Malla fijada a Muro Teja Panel aislante e=5cm Placa de fibrocemento Cabio de madera Clavos de 3" para fijacion Correa de 1" x2" apoyo de Tejas DETALLE 4 ESC: 1/10 \A1;DETALLE 6 \W5.10137; \A1;ESC: 1/5 \W1.11111x;Viga Solera: Corona todo el \W1.11111x;perimetro madera rolliza \W1.11111x;labrada, eucalipto de 7"x8"\W1.11111x; \W1.11111x;Amarre de Vigas Soleras \W1.11111x;con alambre galvanizado Nro 8 \W1.11111x;Carrizo entero de 1" a 11/2" de \W1.11111x;diametro refuerzo vertical \W1.11111x;Amarre de refuerzos: horizontal y \W1.11111x;vertical con alambre galvanizado \W1.11111x;Nro 16 DETALLE 5 \W7.22294; ESC: 1/20 Separados 60cm. Empalmes de vigas soleras a media madera Viga Solera DETALLE EN PLANTA DE LA VIGA SOLERA ESC:1/10 DETALLES DE AMARRE DE UMBRALES Y VIGAS SOLERAS DETALLES DE AMARRE REFUEROS DE CAÑA: HORIZONTA Y VERTICAL CUARTO DE LIMPIEZA AULA 1 AULA 2 P1=2.00x2.10 NPT=±0.15 \A1;A \A1;B \A1;C \A1;D \A1;A \A1;B \A1;C \A1;D DEPOSITO 1 DEPOSITO 2 \W2.41237; S.S.H.H. DAMAS \W2.41237; S.S.H.H. CABALLEROS NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 P2=2.00x2.10 P2=2.00x2.10 P3=1.00x2.10 P3=1.00x2.10 P3=1.00x2.10 P3=1.00x2.10 P3=1.00x2.10 V-6 0.90 3.40 1.40 V-5 0.90 3.50 1.40 V-4 1.60 1.50 0.70 V-3 1.60 1.50 0.70 INGRESO 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 V-1 1.60 2.50 0.70 V-2 1.60 2.00 0.70 V-3 1.60 2.40 0.70 V-6 0.90 3.40 1.40 V-5 0.90 3.50 1.40 \A1;1 \A1;1 \A1;2 \A1;2 \A1;3 \A1;3 \A1;4 \A1;4 \A1;5 \A1;5 \A1;6 \A1;6 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 PLANTA PRIMER PISO ESCALA: 1/50 5 5 5 \A1;0.90 5 \A1;1.00 5 5 5 5 5 5 5 3 1/2" 3 1/2" MURO 5 5 5 5 5 5 5 5 5 5 5 Marco de cajon madera Triplay contraplacado e=6mm Acabado al duco 1.00 1.00 2.00 1 1 1 1 3 3 PUERTA P-1 \W7.77942; ESC: 1/20 4" x 2" 4" x 2" 2" x 2" 2" x 2" EXTERIOR INTERIOR 4" x 2" Marco de madera tornillo 4" x 2" 5 5 5 Liston de madera 2" x 2" Liston de madera 2" x 2" Marco de madera tornillo 4" x 2" \A1;Junquillo Marco de madera tornillo 4" x 2" \A1;Tornillo autorroscante para madera \A1;Junquillo \A1;Tornillo autorroscante para madera 5 5 5 4 tarugos 2"x1/2" PUERTA P-2 \W8.15077; ESC: 1/20 Tornillo autoroscante 3" 4 bisagras capuchinas 3 1/2 " x 3 1/2 " y 1" de resorte stanley \A1;Triplay de e = 4mm 4 tarugos 2"x1/2" Tornillo autoroscante 3" Cerradura de perilla \W1;Rebaje en marco de puerta igual a la long. de bisagra las bisagras no deben estar sueltas, deben entrar a presión \W1.11111x;cara de bisagra \W1.11111x;hoja de puerta \W1.11111x;Bisagra de acero aluminizado \W1.11111x;pesado de 3 1/2"x3 1/2" y \W1.11111x;1" DETALLE DE \W2.62887; BISAGRA \W5.34450; ESC: 1/2 \A1;DETALLE 3-3 \W7.23368; \A1;ESC: 1/5 \A1;DETALLE 2-2 \W7.21478; \A1;ESC: 1/5 \A1;DETALLE 1-1 \W6.90206; \A1;ESC: 1/5 CUARTO DE LIMPIEZA AULA 1 AULA 2 NPT=±0.15 \A1;A \A1;B \A1;C \A1;D \A1;A \A1;B \A1;C \A1;D DEPOSITO 1 DEPOSITO 2 \W2.41237; S.S.H.H. DAMAS NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 NPT=±0.15 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 \A1;1 \A1;1 \A1;2 \A1;2 \A1;3 \A1;3 \A1;4 \A1;4 \A1;5 \A1;5 \A1;6 \A1;6 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 PLANTA DE CIMIENTO ESCALA: 1/50 \W2.41237; S.S.H.H. CABALLEROS NPT=±0.15 \W0.71747; 1 \W0.71747; 1 \W0.61180; 2 \W0.61180; 2 \W1.07604; 3 \W0.57701; 3 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.57701; 3 \W0.57701; 3 \W0.71747; 1 \W0.71747; 1 1 1 \W0.71747; 1 \W0.71747; 1 1 1 \W0.61180; 2 \W0.61180; 2 \W0.61180; 2 \W0.61180; 2 2 2 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 \W0.71747; 1 CORTE A-A ESCALA: 1/50 AULA 1 CORTE B-B ESCALA: 1/50 VIDRIO TEMPLADO INCOLORO 8mm 25% P. A A B B SOPORTE METALICO ADOSADO A LA PARED ALMOHADILLERO DE ALUMINIO PIZARRA ACRILICA, SOBRE PLANCHA DE MADERA PRENSADA AULA 1 D6 1 1 3 3 \A1;1 \A1;3 \A1;4 \A1;6 5 5 5 5 5 5 MURO DE ADOBE CON ENLUCIDO EXTERIOR 5 5 5 MURO DE ADOBE SIN ENLUCIDO PARED DE ADOBE DE 0.40X0.40X0.10 cm TEJA NPT=±0.15 NPT=±0.00 PROYECCION DE CUBIERTA VENTANA FIJA HOJA CORREDIZA VIDRIO TEMPLADO INCOLORO 8mm VENTANA FIJA VIDRIO TEMPLADO INCOLORO 8mm VENTANA FIJA HOJA CORREDIZA VIDRIO TEMPLADO INCOLORO 8mm VENTANA FIJA TIJERAL D5 TEJA DE BARRO COCIDO CUMBRERA DE TEJA 25% P. D4 D6 AULA 1 \W2.41237; S.S.H.H. CABALLEROS BRUÑA 1cm \A1;D \A1;A \A1;C \A1;B 5 5 5 5 1.74 NPT=±0.15 NPT=±0.00 2 2 1 1 1 3 3 2 2 1 2 2 1 1 D5 ELEVACION LATERAL ESCALA: 1/50 ELEVACION PRINCIPAL ESCALA: 1/50 ELEV. PRINCIPAL ELEV. LATERAL VIGAS RESULTADO DE LA EXTENSION DE LAS CUERDAS SUPERIORES 1 1/2''x7'' DE LA C1 COLUMNAS DE MADERA COMPUESTA 0.20mmx0.20 mm.(8''x8'') LISTONES AUXILIARES PARA APOYO DE VIGAS ANGULO METALICO PARA LA SUJECION DE VIGAS Escala : 1/10 ISOMÉTRICO NPT=±0.00 NPT=±0.00 \A1;\Q45;\T1.15;0.60 \W9.23711; ISOMETRIA DE CIMENTACION DE ADOBE \W9.74952; ESC: 1/20 \A1;\Q-24;0.80 \A1;\Q-24;0.35 \A1;Cimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 \A1;Sobrecimiento concreto cicl\A1;ò\A1;peo \A1;de piedra con mortero-cemento \A1;-cal-arena proporcion 1:4:6, \A1;concreto F'c= 250 kg/cm2 Piso Contrapiso Falso piso Tierra compactada ESC: 1/2 S/E S/E

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	adobe, autocad, bausystem, class, classroom, construction system, constructive, covintec, cuts, details, DWG, earth lightened, elevation, erde beleuchtet, FOUNDATION, full, includes, lifts, losacero, plan, plant, plywood, Project, section, sperrholz, stahlrahmen, steel framing, système de construction, terre s