Tubular Scaffolding 250×135 Cm DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

technical office, client:, work:, date, Dib., Rev., Plan no, quantity, first name, Obs:, Esc., flat:, You., Pipe of mm, Pipe, cut, Lesko, miracles, Hangers, front view, side view, Frontalfrontal drilling by pipe, Frontal frontal drilling by pipe, Frontal diagonalsfrontal extreme diagonals flattened perforations by pipe, Frontal horizontal horizontal frontal extreme crushed perforations by pipe

Raw text data extracted from CAD file:

\A1;200 \A1;135 \A1;207 \A1;125 \A1;22.5 \A1;48.7 \A1;47 \A1;48.7 \A1;19.5 \A1;48 \A1;115 \A1;37 \A1;150 \A1;5 \A1;5 \A1;22.5 \A1;12 OFICINA TÉCNICA CLIENTE: OBRA: Fecha Dib. Rev. PLANO Nº CANTIDAD Nombre Obs: Esc. PLANO: Ud. \A1;200 \A1;207 \A1;48 \A1;37 \A1;115 \A1;255 \A1;245 \A1;10 \A1;260 \A1;180.0 \A1;188.0 \A1;35.0 \A1;32.0 \A1;113.0 \A1;255.0 \A1;245.0 \A1;255.0 \A1;280 \A1;4.2 \A1;8 5 5 5 5 5 5 5 5 \W3.718; Caño de Aº \W3.718; 1″ x 1.6 mm \W2.382; Caño de Aº \W2.382; 2″ x 2 mm \W9.653; Caño de Aº \W9.653; 2-1/2″ x 3.2mm 280 01 80 CORTE PL.2 1/2″x1/4″ LESKO Milagros CM 18/02/2015 PERCHAS 1 \A1;2.5 \A1;5 \A1;77.5 \A1;2.5 \A1;45 \A1;5 \A1;48 \A1;115 \A1;37 \A1;2.5 \A1;2.5 \A1;2.5 \A1;2.5 \A1;5 \A1;6.25 \A1;10 \A1;3.13 \A1;200 \A1;3.5 \A1;6.5 \A1;3 \A1;5 \A1;285 \A1;134.5 \A1;134.5 \A1;285 \A1;8 \A1;2.5 \A1;1.27 \A1;3 \A1;5 \A1;3 \A1;5 \A1;260 \A1;244 \A1;8 \A1;2.5 \A1;1.27 \A1;3.1 \A1;4.9 \A1; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA FRONTAL VISTA LATERAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 7 2 3 4 6 5 5 5 5 5 5 5 5 5 \W8.87743; \LVISTA FRONTALFRONTAL \W9.72575; 2 PERFORACIONES POR CAÑO 5 5 5 \W8.87743; \LVISTA FRONTALFRONTAL \W8.23189; 1 PERFORACION POR CAÑO 5 5 5 5 5 285 134.5 \LVISTA FRONTAL DIAGONALESFRONTAL DIAGONALES 2 EXTREMOS APLASTADOS + 3 PERFORACIONES POR CAÑO 134.5 5 5 5 5 5 5 5 5 260 244 \LVISTA FRONTAL HORIZONTALESFRONTAL HORIZONTALES 2 EXTREMOS APLASTADOS + 2 PERFORACIONES POR CAÑO 5 5 5 5 5