Formwork Beams, Columns And Retaining Wall DWG Block for AutoCAD

Formwork of beams, columns and retaining wall, also included with cuts, measures in inches. The forms are made of wood –

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

formwork column, formwork rectangular beam, view, view, cut, sides, spars, lips, background, you head, crossbone, flange, right foot, lightening table, lateral formwork rectangular beam, spars, rail, upper flange, planks, waistband, middle flange, bottom flange, together be, of thickness of width, stake, props of, reinforcement of, sill, bars, formwork space, retaining wall formwork

Raw text data extracted from CAD file:

0,11 0,1 0,11 0,1 \A1;0.3000 \A1;0.4250 \A1;0.6550 \A1;0.1050 \A1;0.1050 \A1;0.1000 \A1;0.3000 \A1;0.3500 \A1;0.3000 \A1;0.5000 \A1;0.1000 \A1;0.1050 \A1;0.4750 \A1;0.0250 \A1;1.4972 \A1;0.2000 \A1;0.2817 5 5 5 5 5 5 5 5 \T0.75000; ENCOFRADO COLUMNA \T0.75000;RECTANGULAR ENCOFRADO VIGA RECTANGULAR VISTA 1 5 5 VISTA 2 CORTE A-A CORTE A-A 1 2 5 5 costados c/tablas 1″ x 4″ Largueros 2″x 2″ Bordos 2″ X 2″ Fondo c/tablas 1″ x 2″ Te o cabezal 3″ x 2″ Cruzeta de Te 2″ x 2″ Brida 2″ x 4″ A A Pie Derecho 3″ x 2″ Tabla del Aligerado 5 A A LATERAL ENCOFRADO VIGA RECTANGULAR LARGUEROS BORDA Brida Superior 1″ x 3″ Tablones 1″ x 4″ Tablones 1″x 2″ Aro de cintura 1″ x 4″ Brida intermedia 1″ x 4″ Brida inferior 1″ x 4″ 5 Juntas (deben ser selladas) \A1;Tablas de 1 \S1/2;” de espesor x 8″-10″ de ancho 5 5 5 Estaca (madera de 3″ x 3″) Puntales de 2″ x 3″ Refuerzo (madera de 2″ x 3″) Solera 2″ x 3″ Barrotes 2″ x 3″ Espacio de Encofrado 2″ x 3″ Encofrado de muro de contención