Control Booth DWG Section for AutoCAD

Control Booth DWG Section for AutoCAD

Complete architectonic planes of control booth for access – Plants – Elevations – Sections with specifications termination in wall

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

ct., npt, pull lever, lead weight, asphalt folder as recommended, floor mechanics, concrete garrison, concrete brush, apparent concrete boundary, blacksmith window, turning axis, metal boom, nf , inner cloth of wall, in hole on round, shirt of sujesion of, drowned in wall, shaft with base of round, point to all the length, by means of welding, of steel and black sheet, drawer to base of armor, axis of wall, bracket for pivot, without scale, interior, vain, exterior, weld cord, both sides, front ears, rear ears, steel plate, in castle, bracket, wall, pen, isometric of mensula , silicon, two angles, angle frame, anchored to wall, fixed blacksmith in door, a different government, michoacán, proy. empty, proy. faldon, control booth, reinforced concrete floor with, brushed finish, reinforced concrete column, finished serroteado, reinforced concrete firm with, vain for lifting boom, vacuum, slope, concrete base, apparent finish, metal door, skirt reinforced concrete, apparent finish on both sides, main façade, lifting boom, flattened cement mix-, sand, reinforced concrete wall, reinforced concrete floor with fiber, concrete wall, apparent finish both sides, lateral façade

Raw text data extracted from CAD file:

100 CT. A A 0.00 N.P.T. N.P.T. 0.00 10 10 18.4 7.5 15 15 10 7.5 15 440.00 20.32 85.0 15 35.0 7.62 2.5 10 15 75.00 30.00 30.00 33.0 15 7.5 7.5 10 7.62 10 440.00 5 5 PALANCA DE TIRO CONTRAPESO DE PLOMO 20.32 5 5 ESCALA 1: 25 CORTE No. 2 5 D-1 85.0 35.0 15 2.5 5 1 CARPETA ASFALTICA SEGUN RECOMENDACION DE MECANICA DE SUELOS GUARNICION DE CONCRETO FIRME DE CONCRETO ESCOBILLADO ZOCLO DE CONCRETO APARENTE VENTANA DE HERRERIA EJE DE GIRO PLUMA LEVADIZA METALICA N.P.T. +0.20 N.F. +0.05 7.62 PANO INTERIOR DE MURO EN BARRENO SOBRE REDONDO PERNO ROSCADO DE 1" 1/2" LAMINA NEGRA CAL.18 CAMISA DE SUJESION DE PLACA DE ACERO DE 3/4" X 6" AHOGADO EN MURO TUBO MECANICO DE 1" DE 1" SOLDADO A ARMADURA EJE A BASE DE REDONDO VARILLA DE 3/8"DIAM. PUNTO A TODO LO LARGO MEDIANTE SOLDADURA DE 2 "L" 1" X 1/8" UNIDOS DE ACERO Y LAMINA NEGRA CAJON A BASE DE ARMADURA EJE DE MURO MENSULA PARA PIVOTE DE GIRO CORTE C-1 2.5 15 -7.263642778613071 5 10.12 27.6 22.5 18.3 SIN ESCALA INTERIOR VANO 10 5.20 1.9 B EXTERIOR EJE DE GIRO EJE A BASE DE REDONDO Y PIJA DE 1/2" CON TUERCA DE SOLERA DE 1"X1/8" Y PIJA DE 1/2" CON TUERCA DE SOLERA DE 1"X1/8" SOLDADURA DE CORDON AMBAS CARAS DE 1" DE DIAMETRO OREJAS FRONTALES OREJAS POSTERIORES PLACA DE ACERO DE ESCALA 1: 25 VISTA V-1 INTERIOR -3.497164663422493 -3.571465894086485 -3.549794660689138 -3.720068203585489 -3.549794660689138 -3.549794660689138 -3.549794660689138 -3.549794660689138 EXTERIOR -3.890621567290063 3"x3"x5/16" ANCLADA PLACA DE ACERO DE EN CASTILLO PLACA DE ACERO DE MENSULA A BASE DE MURO 3/4" PLUMA EJE DE GIRO 1 VISTA V-1 CORTE C-1 -2.960145950502644 ISOMETRICO DE MENSULA -2.974551720575187 -2.960145950502644 D-1 -2.960145950502644 -2.960145950502644 SIN ESCALA -2.960145950502644 1" DIAM. OREJA DE SOLERA DE 1" X 1" Y BARRENO OREJA DE SOLERA DE 1" X 1" Y BARRENO PLACA PARA ANCLAJE DE 3/8" X 4" X 3" CON MEDIA PERFORACION DE 1/2" DE DIAMETRO MENSULA DE PALCA DE ACERO DE 3/4" PLACA DE ACERO DE 3/4" CON MEDIA SOLDADURA DE CORDON SOLDADURA DE CORDON DE 1/4" FIJA A MENSULA MEDIANTE SOLDADURA DE CORDON DE 1/4" FIJA A MENSULA MEDIANTE EJE DE GIRO PERFORACION DE 1/2" DE DIAMETRO SILICON SECCION VERTICAL SV.1 EXTERIOR ANCLA DE VARILLA DE 3/8" DE 1" X 1/8" VIDRIO DE 4MM DOS ANGULOS MARCO DE ANGULO DE 1" X 1/8" ANCLADO A MURO CON VARILLA DE 3/8". FIJO DE HERRERIA EN PUERTA 5 5 SV.1 5 5 5 5 5 5 5 5 5 5 5 5 15 22.0 22.0 INTERIOR 22.0 22.0 22.0 2 PZAS. 0.10 0.170 0.170 0.170 0.170 0.170 0.025 0.025 0.050 0.050 0.050 0.050 22.0 22.0 22.0 22.0 22.0 15 0.175 0.125 1.100 0.10 1.9 5.20 2.5 18.3 10 10.12 1.3 15 22.5 27.6 40.93 Un gobierno diferente Michoacán \A1;2.15 \A1;2.30 \A1;2.15 \A1;0.10 \A1;0.10 \A1;1.60 \A1;1.10 \A1;0.53 \A1;1.10 \A1;0.20 \A1;0.30 \A1;2.15 \A1;2.70 \A1;0.28 \A1;0.28 \A1;2.70 \A1;0.10 \A1;0.10 \A1;2.70 \A1;2.15 \A1;0.28 \A1;0.28 \A1;0.10 \A1;0.10 \A1;0.100 \A1;0.20 \A1;0.10 \A1;0.23 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.10 \A1;2.15 \A1;3.15 \A1;4.00 \A1;0.35 \A1;4.00 \A1;0.35 \A1;1.00 \A1;1.10 \A1;0.15 \A1;0.03 \A1;1.00 \A1;0.90 \A1;2.15 \A1;2.15 \A1;0.20 \A1;0.40 \A1;0.50 \A1;1.10 \A1;1.00 \A1;0.15 \A1;0.03 \A1;0.20 \A1;3.15 \A1;0.03 \A1;0.15 \A1;1.10 \A1;2.15 \A1;0.40 \A1;0.51 \A1;1.00 \A1;1.10 \A1;0.15 \A1;0.03 \A1;1.00 \A1;0.50 \A1;0.20 \A1;0.40 \A1;2.25 \A1;3.15 \A1;0.15 \A1;440.00 \A1;20.32 \A1;85.0 \A1;35.0 \A1;15 \A1;2.5 \A1;7.62 \A1;2.5 \A1;15 \A1;10.12 \A1;27.6 \A1;22.5 \A1;18.3 \A1;10 \A1;5.20 \A1;1.9 \A1;0.13 \A1;0.18 \A1;0.03 \A1;0.05 \A1;0.05 \A1;0.03 \A1;0.05 \A1;0.05 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;1.10 \A1;15 \A1;22.0 \A1;22.0 \A1;22.0 \A1;22.0 \A1;22.0 \A1;0.10 A B 5 5 1 2 5 Proy. vacio Proy. faldon CASETA DE CONTROL CORTE 2 CORTE 2 5 5 5 5 5 PISO DE CONCRETO REFORZADO CON ACABADO ESCOBILLADO COLUMNA DE CONCRETO ARMADO ACABADO SERROTEADO VENTANA DE HERRERIA FIRME DE CONCRETO REFORZADO CON ACABADO ESCOBILLADO VANO PARA PLUMA LEVADIZA 5 5 5 CASETA DE CONTROL vacio 2 A 1 CORTE No.1 B CORTE No.2 vacio 5 5 5 5 5 5 5 5 5 5 5 5 5 pendiente pendiente 5 5 5 5 ZOCLO DE CONCRETO ACABADO APARENTE 5 PUERTA METALICA 5 B 5 A 5 5 FALDON DE CONCRETO ARMADO ACABADO APARENTE EN AMBAS CARAS Y SUJETO A LA LOSA EN LAS 4 ESQUINAS 5 FACHADA PRINCIPAL Proy. vacio PLUMA LEVADIZA 0.100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 5 CORTE 2 5 5 5 5 5 A B 5 5 5 5 5 5 5 5 VENTANA DE HERRERIA APLANADO DE MEZCLA DE CEMENTO- ARENA MURO DE CONCRETO ARMADO ACABADO APARENTE PISO DE CONCRETO REFORZADO CON FIBRA ACABADO ESCOBILLADO ZOCLO DE CONCRETO ACABADO APARENTE 5 CORTE 2 5 5 5 5 ZOCLO DE CONCRETO ACABADO APARENTE MURO DE CONCRETO ACABADO APARENTE AMBAS CARAS VENTANA DE HERRERIA 5 1 Y SUJETO A LA LOSA EN LAS 4 ESQUINAS ACABADO APARENTE EN AMBAS CARAS FALDON DE CONCRETO ARMADO 2 5 5 5 FACHADA LATERAL

Language	Spanish
Drawing Type	Section
Category	Doors & Windows
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	abrigo, access, acesso, architectonic, autocad, booth, complete, control, DWG, elevations, hut, l'accès, la sécurité, obdach, ogement, PLANES, plants, safety, section, sections, security, shelter, sicherheit, specifications, vigilancia, Zugang