Fire Station – Det 3 DWG Detail for AutoCAD

Fire station detail of beams

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

auxiliary beam, auxiliary beam, auxiliary beam, lower horizontal bars, Spider, node, esc, detail configuration of the spatial mesh type salvy, upper horizontal bar, node, inclined diagonal element, cap screw, node detail, esc, horizontal element superior, esc, truss detail, losacero, esc, column, sheet of, losacero, bracket, cartridge, detail recessed column, salvy space mesh, cutting connector, losacero, welded Mesh, detail of the steel, cut, welded Mesh, losacero, truckson type, concrete pouring, straps, washer, Welding point, losacero, splice, esc, truss detail, esc, truss detail, in the salvy mesh, esc, detail of the steel, facade, esc, detail of the steel, plant, esc, salvy space mesh, scale: indicated, may, sheet, envigado first level, envigado first level, esc, second level, sheet, may, scale: indicated, for the city of maracaibo, pilot fire station, for the city of maracaibo, scale: indicated, may, sheet, roofed ceiling, esc, infrastructure, characteristics of, materials, superstructure, Steel gauge thickness: mm, observation:, superstructure, materials, characteristics of, infrastructure, Steel gauge thickness: mm, infrastructure, characteristics of, materials, superstructure, Steel gauge thickness: mm, observation:

Raw text data extracted from CAD file:

01 \A1;12.40 \A1;10.80 \A1;5.05 \A1;13.80 \A1;9.50 \A1;14.10 \A1;5.75 \A1;5.50 \A1;6.00 \A1;8.90 \A1;10.50 \A1;11.65 \A1;12.15 \A1;12.10 \A1;0.35 \A1;12.00 \A1;10.40 \A1;6.75 \A1;2.05 \A1;7.95 \A1;6.15 \A1;7.70 \A1;0.35 \A1;9.25 \A1;8.55 \A1;4.30 \A1;7.45 \A1;8.65 \A1;8.55 \A1;7.00 \A1;2.75 \A1;4.55 \A1;3.70 \A1;2.25 \A1;0.12 \A1;1.30 \A1;0.35 \A1;6.75 \A1;7.30 \A1;11.40 \A1;7.15 \A1;11.65 \A1;7.65 \A1;7.65 \A1;5.70 \A1;0.35 \A1;3.70 \A1;2.25 \A1;0.12 \A1;1.30 \A1;0.35 \A1;5.75 \A1;5.50 \A1;6.00 \A1;8.90 \A1;10.50 \A1;11.65 \A1;12.15 \A1;12.10 \A1;12.00 \A1;10.40 \A1;14.10 \A1;6.75 \A1;2.05 \A1;8.55 \A1;7.00 \A1;2.75 \A1;4.55 \A1;0.35 \A1;12.40 \A1;10.80 \A1;5.05 \A1;13.80 \A1;9.50 \A1;14.10 \A1;5.75 \A1;5.50 \A1;6.00 \A1;8.90 \A1;10.50 \A1;11.65 \A1;12.15 \A1;12.10 \A1;12.00 \A1;10.40 \A1;6.75 \A1;2.05 \A1;7.30 \A1;5.05 \A1;13.80 \A1;9.50 \A1;7.70 \A1;0.35 \A1;8.65 \A1;7.30 \A1;12.40 \A1;10.80 \A1;7.95 \A1;6.15 \A1;9.25 \A1;8.55 \A1;4.30 \A1;7.45 1 2 3 01 6 7 01 10 01 01 01 01 01 01 01 01 01 01 12.40 10.80 5 13.80 9.50 14.10 VIGA AUXILIAR 5.75 01 VIGA AUXILIAR VIGA AUXILIAR 11 01 5.50 6.00 8.90 10.50 11.65 12.15 12.10 5 12.00 10.40 6.75 01 2.05 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 7.95 6.15 7.70 5 9.25 8.55 4.30 7.45 8.65 8.55 5 5 4.55 01 01 01 01 01 01 3.70 2.25 5 1.30 \A1;1.00 5 6.75 7.30 11.40 7.15 11.65 7.65 7.65 5.70 1 2 3 01 6 7 01 10 01 01 01 01 01 14.10 5.75 01 VIGA AUXILIAR VIGA AUXILIAR 11 01 5.50 6.00 8.90 10.50 11.65 12.15 12.10 5 12.00 10.40 6.75 01 2.05 01 01 01 01 01 8.55 5 5 4.55 01 01 01 01 01 01 3.70 2.25 5 1.30 \A1;1.00 5 1 2 3 01 6 7 01 10 01 01 01 01 01 01 01 01 01 01 12.40 10.80 5 13.80 9.50 14.10 5.75 01 11 01 5.50 6.00 8.90 10.50 11.65 12.15 12.10 5 12.00 10.40 6.75 01 2.05 7.30 01 01 01 01 01 12.40 10.80 5 13.80 9.50 01 01 01 01 01 01 01 01 01 01 7.95 6.15 7.70 5 9.25 8.55 4.30 7.45 8.65 7.30 BARRAS HORIZONTALES INFERIORES ARAÑA (INCLINADAS) NODO ESC S/E DETALLE CONFIGURACION DE LA MALLA ESPACIAL TIPO SALVY BARRA HORIZONTAL SUPERIOR NODO ELEMENTO DIAGONAL INCLINADO PERNO DETALLE DE NODO ESC S/E ELEMENTO HORIZONTAL SUPERIOR ESC S/E DETALLE DE CERCHA LOSACERO ESC S/E COLUMNA LAMINA DE LOSACERO MENSULA MENSULA CARTUCHO DETALLE EMPOTRAMIENTO DE LA COLUMNA MALLA ESPACIAL SALVY MALLA ESPACIAL SALVY CONECTOR DE CORTE LOSACERO MALLA ELECTROSOLDADA 100x100x6mm DETALLE DE LOSACERO CORTE \A1;0.03 \A1;0.05 MALLA ELECTROSOLDADA LOSACERO TIPO TRUCKSON 4″*4″ VACIADO DE CONCRETO CORREAS ARANDELA PUNTO DE SOLDADURA LOSACERO LOSACERO EMPALME ESC S/E DETALLE DE CERCHA ESC S/E DETALLE DE CERCHA EN LA MALLA SALVY ESC S/E DETALLE DE LOSACERO FACHADA ESC S/E DETALLE DE LOSACERO PLANTA ESC S/E 0.05 0.05 MALLA ESPACIAL SALVY ES-02 escala: INDICADA mayo 2003 lamina # Envigado Primer Nivel N Envigado Primer Nivel esc. 1:250 esc. 1:250 Envigado Segundo Nivel Envigado Segundo Nivel lamina # mayo 2003 escala: INDICADA ES-03 para la Ciudad de Maracaibo Estación Piloto de Bomberos Estación Piloto de Bomberos para la Ciudad de Maracaibo ES-04 escala: INDICADA mayo 2003 lamina # Envigado Techo Envigado Techo esc. 1:250 f’c= 210 Kg/Cm2 Infraestructura CARACTERISTICAS DE LOS MATERIALES f’c= 250 Kg/Cm2 Superestructura fy= 4200 Kg/Cm2 Calibre 18 de Losacero Entrepiso, espesor: 120 mm Observación: Observación: fy= 4200 Kg/Cm2 f’c= 250 Kg/Cm2 Superestructura MATERIALES CARACTERISTICAS DE LOS f’c= 210 Kg/Cm2 Infraestructura Calibre 18 de Losacero Entrepiso, espesor: 120 mm f’c= 210 Kg/Cm2 Infraestructura CARACTERISTICAS DE LOS MATERIALES f’c= 250 Kg/Cm2 Superestructura fy= 4200 Kg/Cm2 Calibre 20 de Losacero Cubierta, espesor: 90 mm Observación: N N