Structural – Construction Details Of Tridilosa DWG Detail for AutoCAD

Structural – Construction Details Of Tridilosa DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

table area, stage, lobby, service bar, sanitary, auxiliary kitchen, personal toilet, sound light quarter, upper cord, dome, steel square bottom frame, lower string, details tridilosa, steel plate, bar type, concrete column fastening detail, nut, pija cm., concrete column anchor esp., thick steel plate, lower string, column, node, neoprene gasket, pija cm., dome, upper cord, diagonal bars, dome, steel square, bar type, angle of steel, isometric, angle of steel, bar type, steel plate, steel angle, space frame, node, detail cut, node, steel plate, pija cm., pija cm., diagonal bars, upper cord, dome, neoprene gasket, pija cm., dome, neoprene gasket, pija cm., diagonal bars, upper cord, dome, neoprene gasket, dome, pija cm., dome, neoprene gasket, pija cm., diagonal bars, neoprene gasket, square steel upper frame, square steel bar, node, pija cm., adjoining foundation, castle anchor, stone masonry foundation of the region, grill, red brick wall annealed, chain, compacted fill, natural terrain, red brick wall annealed, chain, compacted fill, castle anchor, stone masonry foundation of the region, grill, intermediate foundation, natural terrain, intermediate foundation, adjoining foundation, intermediate foundation, columns will be of dimension made with structural armex using concrete stirrups tma., poor concrete template, square rod free of typical cm, compact filling to proctor std.

Raw text data extracted from CAD file:

\A1;23.92 \A1;5.92 \A1;6.00 \A1;6.00 \A1;6.00 \A1;14.78 \A1;23.93 \A1;5.93 \A1;14.97 \A1;23.92 \A1;5.92 \A1;6.00 \A1;6.00 \A1;6.00 \A1;14.78 \A1;23.93 \A1;5.93 \A1;14.97 \A1;1.25 \A1;0.60 \A1;7.90 \A1;0.60 60° \A1;1.25 \A1;0.10 \A1;0.04 \A1;1.25 7.00 7.00 60° 60° 5.00 5.00 7.00 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.70 \A1;0.60 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.60 \A1;0.70 \A1;0.70 \A1;1.25 \A1;1.25 \A1;0.10 \A1;0.04 \A1;1.25 \A1;1.25 \A1;0.04 \A1;0.04 \A1;1.25 \A1;0.04 \A1;0.04 \A1;0.40 \A1;0.10 \A1;6.04 \A1;6.04 \A1;6.04 \A1;6.04 \A1;6.04 \A1;6.04 0.20 0.05 Area de Mesas Escenario Lobby Barra de Servicio Sanitarios M Cocina Auxiliar Sanitarios Personal Cuarto de Luz y Sonido 9 9 9 9 9 9 9 9 9 9 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 CORDON SUPERIOR 1.25 DOMO 0.60 7.90 ENTRAMADO INFERIOR CUADRADO DE ACERO (SEGUN MIEMBRO) CORDON INFERIOR CORDON INFERIOR CORDON INFERIOR 0.60 DETALLES TRIDILOSA D-1 PLACA DE ACERO DE 4" X 4" X 1/4" 5 TIPO 1 ( 4 BARRAS ) DETALLE DE FIJACION A COLUMNA DE CONCRETO DT-1 TUERCA 1" 1 PIJA @ 20 cm. 1.25 0.10 ANCLAJE A COLUMNA DE CONCRETO 1" ESP. PLACA DE ACERO DE 1/2" ESPESOR CORDON INFERIOR COLUMNA C-1 NODO JUNTA DE NEOPRENO 0.04 1.25 1 PIJA @ 20 cm. DOMO CORDON SUPERIOR BARRAS DIAGONALES DOMO 7.00 7.00 CUADRADO DE ACERO (SEGUN MIEMBRO) TIPO 3 ( 1 BARRA ) ANGULO DE ACERO (SEGUN EL MIEMBRO) ISOMETRICO 5 5 5.00 5.00 7.00 ANGULO DE ACERO (SEGUN EL MIEMBRO) TIPO 2 ( 2 BARRAS ) PLACA DE ACERO DE 4" X 4" X 1/4" PLACA DE ACERO DE 2" X 2" X 1/4" ANGULO DE ACERO ENTRAMADO ESPACIAL 0.60 B A A A C C A C C C B B A A NODO 0.60 0.40 0.70 B C C B CORTE DE DETALLE 0.60 A A 0.60 NODO 0.70 0.70 PLACA DE ACERO DE 4" X 4" X 1/4" C B B C B B 0.60 0.70 0.70 A 1 PIJA @ 20 cm. 1.25 1 PIJA @ 20 cm. 1.25 0.10 BARRAS DIAGONALES CORDON SUPERIOR 0.04 DOMO JUNTA DE NEOPRENO 1.25 1 PIJA @ 20 cm. 1.25 0.04 DOMO JUNTA DE NEOPRENO 1 PIJA @ 20 cm. BARRAS DIAGONALES CORDON SUPERIOR 0.04 DOMO JUNTA DE NEOPRENO 1.25 DOMO 1 PIJA @ 20 cm. 0.04 DOMO JUNTA DE NEOPRENO 1 PIJA @ 20 cm. BARRAS DIAGONALES 0.04 JUNTA DE NEOPRENO ENTRAMADO SUPERIOR CUADRADO DE ACERO (SEGUN MIEMBRO) CUADRADO DE ACERO PARA BARRA (SEGUN MIEMBRO) NODO 0.40 1 PIJA @ 20 cm. 0.10 0.60 0.05 0.10 0.50 5 0.20 0.30 0.15 CIMENTACION COLINDANTE M1 Anclaje de castillo Cimentacion de mamposteria de piedra de la región Parrilla Muro de tabique rojo recocido Cadena de desplante Relleno compactado Terreno natural 0.60 5 0.30 0.15 Muro de tabique rojo recocido Cadena de desplante Relleno compactado Relleno compactado Anclaje de castillo Cimentacion de mamposteria de piedra de la región Parrilla CIMENTACION INTERMEDIA M2 Terreno natural C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 M1 M2 M1 M2 CIMENTACION INTERMEDIA CIMENTACION COLINDANTE CIMENTACION COLINDANTE CIMENTACION INTERMEDIA C-1 50cm 50cm \A1;Las columnas seran 50x50 de dimension hechas con Armex estructural \H0.7x;\S3/8;\H1.4286x;" usando 9var #4 y estribos #2 @20cm concreto F´c= 200 kg/cm2 tma. \H0.7x;\S3/4;\H1.4286x;" Plantilla Concreto Pobre f'c=100kg/cm2 <> <> Escuadra de varilla libre de 40 cm típico Relleno compacto al 95% proctor std. C-1 D1 DT-1

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction, cuts, DETAIL, details, DWG, sizing, specifications, stahlrahmen, stahlträger, steel, steel beam, steel frame, steel structures, structural, structure en acier, tridilosa