Details DWG Detail for AutoCAD

Details DWG Detail for AutoCAD

truss detail – the component of truss and how can make it

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

axis, detail, exposition halls, platforms, lobby, road, deck armor, mezzanine beam, upstairs columns, column, precast concrete panel, secondary beams, traverse, cross-section, airport raised, library, theoretical room, Offices, garden, ramp, teachers residence, parking lot, room for choral singing, sculpture, portal, longitudinal rise, longitudinal cut, cover, circulation, laboratories, escape area, central, coating steel sheet painted, cover, desk, raised floor, circulation, raised floor, desk, raised floor, cover, roof garden, raised floor, desk, raised floor, roof garden, raised floor, cover, maintenance ladder, maintenance railings, channel, perforated aluminum sheet, white electrostatic paint, security bar, security bar, channel, white electrostatic paint, perforated aluminum sheet, ground, level, n.t.a., n.t.c., n.t.c., firm, dice, detail, deck armor, mezzanine beam, upstairs columns, column, precast concrete panel, secondary beams, traverse, deck armor, mezzanine beam, upstairs columns, column, precast concrete panel, secondary beams, traverse, fitness center, deck armor, mezzanine beam, upstairs columns, column, precast concrete slab, secondary beams, traverse, frames with concentric counters, frames with armor, frames with eccentric contraventeos, ceiling armor, tight, Suspended ceiling beam, central reinforced concrete core, airport augusto brazil structural, cross-section, variable cantilever armor, main facade, west facade, cover, bakery, prepared foods, dairy products, fish, meats, children, desserts, children, yoghurt, wineries, substation, parking lot, floor, aisle, shop, ridge level, n. floor of sale, fruits vegetables, cut, beam fitting, concrete base, Steel plate, of thickness, diagonals, support arms, east facade, Anchor shop, cut, application of armor in contemporary architecture, coporporativo cinépolis tres marías, utm campus morelia corte estructural armor, lion gto. structural cutting armor, structure with suspended suspended floors, schematic elevations of strong strong clans, center of mich arts. structural cutting armor, building court of brazil structural armor, typical building, sarah lake brasilia hospital, bank brazil structure, material: resistance of materials prof: section: participating students:, typical building, longitudinal rise, longitudinal cut

Raw text data extracted from CAD file:

EJE N.T.C.= A ~ DETALLE 0 N.P.T.±0.00 L3MG12 L3MG8 L4P12 01 NFO-06 N+ \A1;5,5 \A1;5,5 \A1;1,5 \A1;1,5 \A1;3,1 \A1;5,1 \A1;7,1 \A1;0,6 \A1;6,6 \A1;1,5 \A1;7,4 \A1;9,8 \A1;8,9 \A1;11,5 \A1;7,4 \A1;9,8 \A1;8,9 \A1;11,5 SALAS DE EXPOSICIONES ANDENES VESTIBULO CALZADA Armaduras de cubierta Viga de entrepiso Columnas de planta alta Columna Panel de concreto prefabricado Vigas secundarias Trabe longitudinal 6 7 4 4 5 Corte transversal A-A \W9.52558; AEROPUERTO \W7.28453; Alzado 1 1 3 2 6 8 1 2 7 11 14 15 16 \A1;13.64 \A1;1.00 \A1;13.64 \A1;1.00 \A1;0.25 \A1;7.33 \A1;1.00 \A1;0.25 \A1;0.75 \A1;14.64 \A1;14.64 \A1;8.21 \A1;47.26 \A1;0.25 \A1;8.65 \A1;0.25 \A1;VARIABLE \A1;8.90 \A1;VARIABLE \A1;3.00 \A1;0.60 \A1;0.15 \A1;1.70 \A1;3.75 \A1;9.80 \A1;8.10 \A1;6.01 \A1;2.57 \A1;7.69 \A1;0.89 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 F E D C BIBLIOTECA B SALON TEORICO OFICINAS OFICINAS -118.7673636286897 -118.7673636286897 -118.7673636286897 A -118.7673636286897 -118.7673636286897 -118.7673636286897 JARDIN RAMPA RESIDENCIA DE MAESTROS ESTACIONAMIENTO ESTACIONAMIENTO SALA PARA CANTO CORAL ESCULTURA N.P.T.-0.75 N.P.T.-0.15 N.P.T.-3.75 -118.7673636286897 -118.7673636286897 -118.7673636286897 -118.7673636286897 N.P.T.±0.00 N.P.T.+9.80 N.L.B.E.+8.307 -118.7673636286897 -118.7673636286897 N.L.B.E.+16.05 N.L.A.L.+17.493 N.L.A.P.+18.36 N.P.T.+4.30 -118.7673636286897 N.L.B.P.+15.80 -118.7673636286897 N.L.B.P.+8.10 N.L.B.P.+3.20 -118.7673636286897 -118.7673636286897 -118.7673636286897 PORTAL Elevación Longitudinal Corte Longitudinal A B C D E F G I H 0.39 1.41 2.25 1.44 1.41 0.59 1.11 0.17 0.88 0.17 0.85 0.39 0.17 0.39 0.46 0.76 0.24 0.27 0.85 R0.21 R0.99 0.17 0.88 0.39 0.17 0.29 0.27 0.88 0.61 R0.18 3.04 3.04 2.55 3.04 3.04 0.11 1.03 1.41 1.47 0.17 J FORRO FORRO FORRO CIRCULACIÓN LABORATORIOS ÁREA DE FUGA PIPE-RACK CENTRAL REVESTIMIENTO CHAPA DE ACERO PINTADA FORRO ESCRITORIO PISO ELEVADO CIRCULACIÓN PISO ELEVADO ESCRITORIO PISO ELEVADO FORRO JARDÍN DE COBERTURA PISO ELEVADO GUARDA-POLVO ESCRITORIO PISO ELEVADO JARDÍN DE COBERTURA PISO ELEVADO FORRO GUARDA-POLVO h=1.30 GUARDA-POLVO h=1.30 ESCALERA DE MANTENIMIENTO PASAMANOS DE MANTENIMIENTO CANAL CHAPA DE ALUMINIO PERFORADA PINTURA ELECTROSTATICA BLANCA BARRA DE SEGURIDAD h= 1.10 BARRA DE SEGURIDAD h= 1.10 CANAL PINTURA ELECTROSTATICA BLANCA CHAPA DE ALUMINIO PERFORADA -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 TERRENO 1 NIVEL 2 NIVEL 3 NIVEL 4 NIVEL -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 K L M N O -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 -102.2575788980278 + 4.50 + 9.15 + 16.35 + 21.30 + 26.00 \A1;207,1 \A1;23 \A1;23 \A1;23 \A1;23 \A1;23 \A1;23 \A1;23 \A1;23 \A1;23 \A1;12 \A1;14 \A1;53 \A1;4 \A1;12 \A1;11 \A1;5 N M L K J G E D B A -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 N.T.A. +21.143 N.T.A. +15.526 N.T.A. +10.726 -155.0944841425106 -155.0944841425106 N.T.C. +9.13 N.T.C. ±0.00 W14x176 W14x176 W14x257 W14x257 W14x257 W14x398 W14x398 W14x176 W14x176 N.T.C. +4.50 W24x84 W24x84 W24x84 W14x82 -155.0944841425106 -155.0944841425106 -155.0944841425106 -155.0944841425106 W24x104 W24x104 W24x104 FIRME W14x159 W14x159 W14x176 W14x176 W14x176 W14x176 W14x176 W14x159 W14x159 DADO DADO DADO DADO \A1;LOSACERO \A1;LOSACERO -155.0944841425106 W14x90 W14x145 W14x109 W14x109 W14x109 W14x90 W14x99 W14x82 \A1;[125] [95] [65] [35] 3 E-1252-23 DETALLE C W14x159 W14x159 W14x145 W14x257 W14x132 W14x99 Armaduras de cubierta Viga de entrepiso Columnas de planta alta Columna Panel de concreto prefabricado Vigas secundarias Trabe longitudinal Armaduras de cubierta Viga de entrepiso Columnas de planta alta Columna Panel de concreto prefabricado Vigas secundarias Trabe longitudinal \A1;6.3276 \A1;8.1000 \A1;3.1108 \A1;3.2168 Gimnasio N.P.T.+0.00 B A -152.5079500860252 -152.5079500860252 -152.5079500860252 -152.5079500860252 Armaduras de cubierta Viga de entrepiso Columnas de planta alta Columna Losa de concreto prefabricado Vigas secundarias Trabe longitudinal (a) MARCOS CON CONTRAVENTEOS CONCÉNTRICOS (b) MARCOS CON ARMADURAS (CINTURONES) (c) MARCOS CON CONTRAVENTEOS EXCENTRICOS Armadura de techo Tirante (tensión) Viga de piso suspendida del techo Nucleo central de concreto reforzado \W0.20726; AEROPUERTO AUGUSTO SEVERO, BRASIL \W6.60582; (Elevación estructural armadura) Corte transversal Armaduras de peralte variable Fachada Principal Fachada Oeste 1 2 3 4 5 6 N±20039.35 7 CUBIERTA 8 Panaderia Alimentos Preparados Lacteos Pescados Carnes infantiles postres infantiles yoghurt N±=2039.35 N±=2039.35 BODEGAS SUBESTACIÓN A B' D' ESTACIONAMIENTO C A M A R A PISO D E V E N T A S P I S O D E V E N T A S P A S I L L O PASILLO C A R N E S LOCAL COMERCIAL LOCAL COMERCIAL 5 5 C' 5 5 5 NIVEL DE CUMBRERA N. PISO DE VENTA Frutas y Verduras E' F' CORTE Y-Y' N±0.00=2038.40 5 5 5 5 5 N±0.00=2039.35 Enmenda de viga Base de Concreto Placa de Acero 5/8 de espesor Diagonales #50x19mm Brazos de sustento 0 16mm 5 5 5 5 5 5 5 5 Fachada Este \W5.49884; TIENDA ANCLA (Planta estructural) CORTE X-X' \W5.02519; APLICACIÓN DE LAS ARMADURAS EN \W5.02519; ARQUITECTURA CONTEMPORÁNEA \W8.75692; COORPORATIVO CINÉPOLIS TRES MARÍAS \W7.69848; (Elevación estructural) \W6.24043; UTM CAMPUS MORELIA \W1.24353; ( Corte estructural armadura ) \W5.14376; POLYFORUM, LEÓN GTO. \W6.24300; ( Corte estructural armadura ) \W4.11433; ESTRUCTURA CON PISOS \W1.54394; COLGADOS Ó SUSPENDIDOS \W7.25583; ELEVACIONES ESQUEMÁTICAS \W8.81511; (Armaduras de grandes claron y fuertes volados) \W8.29219; CENTRO DE LAS ARTES DE ZAMORA, MICH. \W8.93854; ( Corte estructural armadura ) \W9.71351; EDIFICIO TRIBUNAL DE CONTAS, BRASIL \W7.38833; (Elevación estructural armaduras ) \W9.12638; EDIFICIO TÍPICO \W7.50893; ( Elevación estructural armadura ) \W9.01683; HOSPITAL SARAH LAGO NORTE, BRASILIA \W8.51119; (Corte ) \W1.98825; BANCO DE FORTALEZA, BRASIL \W6.08142; ( Estructura convencional) \W2.91526; MATERIA: RESISTENCIA DE \W2.91526; MATERIALES Prof: Seccion: Alumnos participantes: \W9.12638; EDIFICIO TÍPICO \W7.50893; ( Elevación estructural armadura ) Elevación Longitudinal Corte longitudinal

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Parking, Garden / Park
Tags	autocad, barn, component, cover, dach, DETAIL, details, DWG, hangar, lagerschuppen, roof, shed, structure, terrasse, toit, truss