Containment Wall DWG Block for AutoCAD

ARCHITECTURE AND STRUCTURES OF A WALL CONCRETE CONTAINMENT

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

drawing:, scale:, date:, lamina nº:, district, province:, region, Location:, flat:, head of the project:, specialist:, draft:, hooks, for traction rods, lengths of development, hooks, hook, length, of the, length, hook, of the, hooks, length, hook, of the, side, sole, esc., structure, architecture, longitudinal rise, esc., und., extreme, esc., extreme, esc., development of reinforcing steel, esc., development of reinforcing steel, esc., und., games, Location, foundation, esc., side, und., together be, of thickness of width, stake, props of, reinforcement of, sill, bars, formwork space, retaining wall formwork, natural terrain, props of, wall shoe

Raw text data extracted from CAD file:

\A1;.55 \A1;3.20 \A1;.20 \A1;.80 \A1;.55 \A1;.25 \A1;1.00 \A1;2.05 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;1.00 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;1.10 \A1;.48 \A1;2.02 \A1;3.60 \A1;1.58 \A1;.60 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;3.62 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;1.00 .55 3.20 36.31 3.83 DIBUJO: ESCALA: FECHA: LAMINA Nº: DISTRITO : PROVINCIA: REGIÓN : UBICACIÓN: PLANO: JEFE DEL PROYECTO: ESPECIALISTA: PROYECTO: \A1;.20 \A1;Arco = A \A1;D \A1;Arco = A \A1;C \A1;A=Arco \A1;D \A1;C \A1;C \A1;D GANCHOS A 135° 1/2″ -17.21748054822903 3/8″ PARA BARRAS CORRUGADAS A TRACCION 3/4″ LONGITUDES DE DESARROLLO 5/8″ 11.04 1/2″ 7.62 13.96 C(cm) 9.55 3/8″ Ø D(cm) 5.71 -17.21748054822903 -17.21748054822903 GANCHOS A 180° A(cm) 10.45 -17.21748054822903 25.00 Ø Gancho Longitud del 20.00 12.07 9.00 7.62 3/4″ 1″ 15.24 11.46 9.54 27.93 21.00 17.48 1″ 40.00 30.00 25.00 5/8″ 5.08 1/2″ 8.97 7.62 6.98 18.02 25.00 -17.21748054822903 D(cm) 3.81 3/8″ Ø -17.21748054822903 A(cm) 6.73 -17.21748054822903 D(cm) 5.71 A(cm) 5.23 C(cm) 14.77 Longitud Gancho 20.00 del GANCHOS A 90° -17.21748054822903 -17.21748054822903 15.24 11.43 1″ 3/4″ 23.02 17.92 15.24 13.96 31.04 45.00 11.46 10.50 24.50 35.00 6.35 5/8″ 11.22 9.54 8.74 21.26 30.00 12.70 20.00 Longitud Gancho C(cm) 9.53 17.50 del 25.40 50.00 19.05 37.50 15.88 27.50 \A1;1.90 \A1;.26 \A1;1.90 \A1;.26 \A1;.26 \A1;.26 \A1;3.60 \A1;3.60 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 \A1;.34 .25 8.75 \A1;x 8.75 .25 .50 .50 .50 .50 .50 .50 .25 8.75 .50 8.75 .25 .50 8.00 9.00 1.66 8.00 9.00 1.66 \A1;1.58 \A1;1.50 \A1;.20 \A1;.50 ø 3/4″ @ 0.17 ø 3/8″ @ 0.32 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø 1/2″ @ 0.18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø 3/4″ @ 0.24 LADO A LADO B LADO B LADO A ø 3/8″ @ 0.32 ø 3/8″ @ 0.17 F’C=210Kg/Cm2 F’C=210Kg/Cm2 F’C=100 Kg/Cm2 ø 3/8″ @ 0.17 ø 3/4″ @ 0.17 ø 3/4″ @ 0.17 ø 3/8″ @ 0.32 ø 3/8″ @ 0.32 ø 1/2″ @ 0.18 ø 1/2″ @ 0.18 ø 3/4″ @ 0.24 ø 3/4″ @ 0.24 SOLADO SOLADO ESC. 1/25 ESC. 1/25 ESC. 1/25 ESTRUCTURA ARQUITECTURA 5 5 36.31 5 5 ELEVACION LONGITUDINAL ESC. 1/50 5 5 5 5 5 5 5 5 ø 3/4″ @ 0.24 ø 3/4″ @ 0.24 ø 3/8″ @ 0.32 113 Und. ø 3/4″ @ 0.34 106 Und. 5 5 5 5 5 5 5 5 5 5 5 EXTREMO ø 3/4″ @ 0.17 ø 3/4″ @ 0.17 ø 1/2″ @ 0.18 ø 3/4″ @ 0.24 ESC. 1/25 ø 3/8″ @ 0.17 5 5 5 5 5 5 5 5 5 5 5 EXTREMO ø 3/4″ @ 0.17 ø 3/4″ @ 0.17 ø 1/2″ @ 0.18 ø 3/4″ @ 0.24 ESC. 1/25 ø 3/8″ @ 0.17 5 5 x d 3/8″ 1/4″ .30 X .40 5/8″ 3/4″ .90 1/2″ .70 .50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DESARROLLO DE ACERO DE REFUERZO ESC. 1/50 DESARROLLO DE ACERO DE REFUERZO ESC. 1/25 d 3/8″ 3/8″ 1/2″ 150 Und. 150 Und. @ 0.18 22 Juegos Ubicacion Cimentacion ESC. 1/25 Lado A Lado B 0.17 0.32 19 11 5 ø 3/4″ @ 0.34 106 Und. 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 Terreno natural Puntales de 2″ x 3″ Zapata de Muro