Truss 12 Meters DWG Detail for AutoCAD

Truss 12 Meters DWG Detail for AutoCAD

Disassembly of Metal truss.; Very detailed 12-meter length.

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

esp., modifications, I execute, date, date:, archive:, draft, cartoonist:, coordinator:, calculation:, content:, draft:, version, flat, revised.:, Specifications:, a.s.p., mat cnd, seismic bogota:, Use group:, Usage group, areas, Seismic resistance system:, concrete porticos, materials:, mpa, mpa, charges:, microzonification, soil profile:, top cord, lower cord, celosia, moorings, cartelas, separators, lam, in knots midpoints, varies from, truss section transv tip., esc., thermoacoustic tile, detail, esc., detail, anchor bolts sae, lam, lam, fixed support, mobile support, plant props, esc., lam, central brace, esc., detail, esc., truss, truss, esp., truss, truss, straps, esc., top cord, celosia var, detail, esc., detail, esc., Secondary belt transv tip., esc., support belt, esc., lam, bracket support, lam, c.i. var, celosia var, lam, torn, permanent contraflecha, manufacturing contraflecha, truss, esc., detail, top cord, lower cord var. from, axis of symmetry, veneer, general floor plan, esc., truss in wood, light cover, on wooden structure, truss in wood, butt, cover plate, butt, tethers, truss, central brace, tethers, windbreaker, belt, channel, first diagonal, notes dimensions in millimeters less than indicated materials: structural steel: laminas profiles: astm anchorages: cleaning sae: manual painting: anticorrosive mils zinc chromate standards: the contractor will verify in dimensions in work presented for approval of sya manufacturing drawings assembly ., belt

Raw text data extracted from CAD file:

\A1;12750 \A1;540 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;875 \A1;327 \A1;1278 \A1;VARIA DE 368 A 1314 \A1;300 \A1;50 \A1;237 \A1;259 \A1;50 \A1;263 \A1;50 \A1;116 \A1;50 \A1;210 \A1;240 \A1;700 \A1;300 \A1;350 \A1;32 \A1;368 \A1;18 \A1;327 \A1;100 \A1;500 \A1;100 \A1;1127 \A1;82 \A1;60 \A1;230 \A1;60 \A1;175 \A1;175 \A1;67 \A1;22 \A1;24352 \A1;175 \A1;175 \A1;172 \A1;128 \A1;150 \A1;7250 \A1;1314 \A1;7250 \A1;150 \A1;12 ESP. c/ 580 \A1;150 \A1;375 \A1;375 \A1;100 \A1;50 \A1;25 \A1;375 \A1;100 \A1;20 \A1;140 \A1;20 \A1;76 \A1;150 \A1;610 \A1;375 \A1;20 \A1;140 \A1;20 \A1;38 \A1;38 \A1;20 \A1;140 \A1;20 \A1;38 \A1;38 \A1;42 \A1;14 MODIFICACIONES EJECUTO N° FECHA M D A FECHA: ARCHIVO: PROYECTO N°: DIBUJANTE: COORDINADOR: CALCULO: CONTENIDO: PROYECTO: VERSION PLANO N° ? REVISO.: ESPECIFICACIONES: A.S.P. Mat 9006 CND \A1;835 \A1;210 \A1;210 \A1;540 \A1;270 \A1;130 \A1;320 \A1;915 \A1;225 \A1;175 \A1;175 \A1;170 \A1;3514 \A1;3514 \A1;170 \A1;40 \A1;700 \A1;440 \A1;80 \A1;835 \A1;5.26° - 05 04 06 0 \A1;5.05 \A1;7.25 \A1;7.25 \A1;7.25 \A1;7.25 \A1;7.25 \A1;7.25 \A1;7.25 \A1;6.01 \A1;6.00 \A1;6.00 \A1;7.50 \A1;6.375 \A1;6.375 \A1;6.374 \A1;6.375 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 SISMICA BOGOTA: Kg/m² GRUPO DE USO: GRUPO DE USO I = 1.0 Zonas 4 SISTEMA DE RESISTENCIA SISMICA: PORTICOS DE CONCRETO (DMO) Ro=5.0 d >3/8" MATERIALES: Kg/cm² fy= 4200 f'c= 210 420 Kg/cm² MPa 21 MPa CARGAS: ACABADOS= 100 MICROZONIFIZACION Kg/m² (Entrepiso) VIVA= 500 Kg/m² (Cubierta) VIVA= 50 PERFIL DE SUELO: S2 = 1.20 Aa = 0.20 \A1;2L63x63x6 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORDON SUPERIOR CORDON INFERIOR CELOSIA AMARRES CARTELAS SEPARADORES 2 L 76x76x10 2 L 63x63x6 - 2 L 76x76x10 2 L 38x38x4.5 2 L 25x25x3 LAM 6x50 L 25x25x3 EN NUDOS Y PUNTOS MEDIOS 1 2 4 5 6 7 3 1 2 3 8 4 4 4 4 4 4 4 4 4 4 4 4 4 5 4 5 5 5 4 4 4 5 5 4 4 5 5 VARIA DE 368 A <> 5 7 7 7 CERCHA - SECC TRANSV TIP. ESC. 1 : 10 5 6 5 5 5 6 6 5 5 1 8 4 6 2 5 5 TEJA TERMOACUSTICA 5 5 5 5 5 DETALLE 1 ESC. 1 : 20 DETALLE 1 5 368 5 5 5 5 5 5 5 PERNOS DE ANCLAJE d3/4"x382 SAE 1020 LAM 13x80x80 5 5 5 5 5 LAM 13x350x350 APOYO FIJO APOYO MOVIL 5 5 24352 5 5 PLANTA - APOYOS ESC. 1 : 10 7 7 5 5 5 LAM 6x128x172 L 63x63x6 x 6210 5 5 L 63x63x6 x 6210 RIOSTRA CENTRAL ESC. 1 : 50 DETALLE 2 ESC. 1 : 10 L CERCHA C L CERCHA C 3 7250 5 12 ESP. c/ 580 5 L CERCHA C L CERCHA C 5 CORREAS ESC. 1 : 50 CORDON SUPERIOR 2 L 32x32x6 CELOSIA - VAR 5/8" DETALLE 3 DETALLE 4 DETALLE 3 ESC. 1 : 10 DETALLE 4 ESC. 1 : 10 CORREA - SECC TRANSV TIP. ESC. 1 : 5 CORREA - APOYO ESC. 1 : 5 5 5 LAM 5x50x178 5 5 SOPORTE TIRANTILLOS SOPORTE TIRANTILLOS L38x38x5 x 90 5 5 LAM 5x75x180 5 5 5 C.I. VAR 3/4" CELOSIA - VAR 5/8" L38x38x3 x 90 5 5 5 5 VARd1/2" 2 L 32x32x6 5 5 5 5 5 5 5 5 5 5 5 5 LAM 5x75x180 LAM 5x75x180 2 TORN d1/2" CONTRAFLECHA PERMANENTE = 75 CONTRAFLECHA DE FABRICACION = 200 CERCHA Esc. 1:50 5 5 A E DETALLE 2 CORDON SUPERIOR CORDON INFERIOR VAR. DE d 3/4" 5 5 5 5 5 915 5 5 5 Eje de Simetria 5 5 5 5 5 5 A E 440 5 5 Enchape R=18.94 NE+9.80 <> R=18.94 PLANTA GENERAL DE CUBIERTA Esc. 1:200 1 2 3 4 5 6 7 8 9 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 5 E D' C' B' A <> Cercha en madera Cubierta liviana sobre estructura de madera Cercha en madera Culata 5 Placa de cubierta Culata 5 Tirantillos d3/8" Cercha Cercha Cercha Cercha Cercha Cercha Riostra central 5 5 5 5 5 5 Tirantillos d3/8" Tirantillos d3/8" Contravientos d5/8" Contravientos d5/8" Contravientos d5/8" Correa Correa Correa Correa Correa Correa Correa Correa Correa Correa Correa Correa Correa Canal Canal 2L63x63x6 2L76x76x10 PRIMERA DIAGONAL 2L 63x63x6 8 NOTAS - DIMENSIONES EN MILIMETROS A MENOS QUE SE INDIQUE - MATERIALES: - ACERO ESTRUCTURAL: - LAMINAS Y PERFILES: ASTM A500 C - ANCLAJES: SAE 1020 - LIMPIEZA: MANUAL SSPC-SP2 - PINTURA: 3 MILS DE ANTICORROSIVO CROMATO DE ZINC - NORMAS: NSR98 - EL CONTRATISTA VERIFICARA EN DIMENSIONES EN OBRA Y PRESENTARA PARA APROBACION DE SYA LOS PLANOS DE FABRICACION Y MONTAJE. Correa

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction details section, cut construction details, DETAIL, detailed, DWG, length, metal, meter, meters, truss