Construction Details; Construction Systems DWG Detail for AutoCAD

A series of construction details in AutoCAD; Details of ribs; Castles; League girders; Desplante chain; Anchor details; Armed with ladders.

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

Steel plate, weld anchors of welded plate drowned in the, ipr, weld anchors of welded plate drowned in the, Steel plate, slab, armed with a ladder, slab of, of thickness, general coatings for the ladder in all directions., est.d, caseton, detail of rib of, Wall, nb. slab, welded Mesh, edge rib, est.d, caseton, double wall, welded Mesh, anchoring detail of ipr axis, weld piece of ptr the beam ipr the anchor plate over the entire length of the ipr beam, ipr axis beam, slanted slab, anchoring detail of ipr axis, weld anchors of welded plate drowned in the, Steel plate, castle, armex, castle, armex, castles, castle, armex, castle, n.p.t., garter belts, var, its T, n.p.t., var, its T, armed with a ladder, slab of, of thickness, general coatings for the ladder in all directions., est.d, caseton, detail of rib of, Wall, nb. slab, welded Mesh, edge rib, est.d, caseton, double wall, welded Mesh, anchoring detail of ipr axis, weld piece of ptr the beam ipr the anchor plate over the entire length of the ipr beam, ipr axis beam, slanted slab, anchoring detail of ipr axis, weld anchors of welded plate drowned in the, Steel plate, castle, armex, castle, armex, castles, castle, armex, castle, n.p.t., garter belts, var, its T, n.p.t., var, its T, armex, chains, the first chain for walls will be placed the second chain for thicker walls will be placed.

Raw text data extracted from CAD file:

1 C-5 E70 8mm Placa de Acero A36, 8″x16″x3/4″ Soldar 8 Anclas de \U+22055/8″x65cm, soldadas a la placa y ahogadas en la columna, IPR 16″x67.4 Kg/ml C-6 Soldar 8 Anclas de \U+22055/8″x65cm, soldadas a la placa y ahogadas en la columna, E70 8mm \W4.09795; Placa de \W4.09795; Acero A36, \W4.09795; 14″x14″x3/4″ Losa Masiza B I’ \A1;0.20 \A1;0.05 \A1;0.40 \A1;0.30 \A1;0.05 \A1;0.50 \A1;0.16 \A1;0.45 \A1;0.20 \A1;0.20 \A1;0.05 \A1;0.40 \A1;0.30 \A1;0.05 \A1;0.50 \A1;0.16 \A1;0.45 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.40 Armado en Escalera 1d3/8″ d1/2″@15 d3/8″@15 d3/8″@20 Losa de 10cm de Espesor 1d3/8″ d3/8″@15 d1/2″@15 Recubrimientos generales para la Escalera = 2.00cm en todas las direcciones. -2084.396843996148 -2084.396843996148 EST.d 3/8″@25cm 6 Var.d3/4″ CASETON 50x50x25cm DETALLE DE NERVADURA DE MURO BORDE NB. LOSA H=30cm MALLA ELECTROSOLDADA 6×6-8/8 -2084.396843996148 NB Nervadura de Borde -2084.396843996148 -2084.396843996148 EST.d 3/8″@25cm 8 Var.d3/8″ CASETON 50x50x25cm MURO DOBLE MALLA ELECTROSOLDADA 6×6-8/8 -2084.396843996148 NB-2 NB NB-2 Detalle de Anclaje de IPR Eje 11 -2084.396843996148 -2084.396843996148 8Var. d1/2″ E.#3 @15cm Soldar pedazo de PTR 4″x4″(rojo) 14.10Kg/ml la viga IPR y a la placa de anclaje @65cm en toda la longitud de la viga IPR Viga IPR eje 11 Losa Inclinada 11 \W3.78081; Detalle de Anclaje de IPR Eje 11 E70 6mm Soldar 4 Anclas de \U+22055/8″x35cm, soldadas a la placa y ahogadas en la trabe, Placa de Acero A36, 8″x8″x1/2″@PTR -2084.396843996148 CASTILLO K-1 -2084.396843996148 -2084.396843996148 ARMEX 15X15-4 CASTILLO K-2 -2084.396843996148 -2084.396843996148 ARMEX 15X20-4 Castillos CASTILLO K-3 -2084.396843996148 -2084.396843996148 ARMEX 15X30-4 -2084.396843996148 -2084.396843996148 CASTILLO K-4 6VAR d3/8″ -2084.396843996148 -2084.396843996148 N.P.T. TL-1 (20X50) Trabes de Liga 4 VAR d5/8″ EST d3/8″ @15cm -2084.396843996148 -2084.396843996148 N.P.T. TL-2 (20X40) 4 VAR d1/2″ EST d1/2″ @20cm \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.20 Armado en Escalera 1d3/8″ d1/2″@15 d3/8″@15 d3/8″@20 Losa de 10cm de Espesor 1d3/8″ d3/8″@15 d1/2″@15 Recubrimientos generales para la Escalera = 2.00cm en todas las direcciones. 0.20 0.05 EST.d 3/8″@25cm 6 Var.d3/4″ CASETON 50x50x25cm DETALLE DE NERVADURA DE MURO BORDE NB. LOSA H=30cm MALLA ELECTROSOLDADA 6×6-8/8 0.40 NB Nervadura de Borde 0.30 0.05 EST.d 3/8″@25cm 8 Var.d3/8″ CASETON 50x50x25cm MURO DOBLE MALLA ELECTROSOLDADA 6×6-8/8 0.50 NB-2 NB NB-2 Detalle de Anclaje de IPR Eje 11 0.16 0.45 8Var. d1/2″ E.#3 @15cm Soldar pedazo de PTR 4″x4″(rojo) 14.10Kg/ml la viga IPR y a la placa de anclaje @65cm en toda la longitud de la viga IPR Viga IPR eje 11 Losa Inclinada 11 \W3.78081; Detalle de Anclaje de IPR Eje 11 E70 6mm Soldar 4 Anclas de \U+22055/8″x35cm, soldadas a la placa y ahogadas en la trabe, Placa de Acero A36, 8″x8″x1/2″@PTR 0.20 CASTILLO K-1 0.15 0.15 ARMEX 15X15-4 CASTILLO K-2 0.15 0.20 ARMEX 15X20-4 Castillos CASTILLO K-3 0.15 0.30 ARMEX 15X30-4 0.30 0.30 CASTILLO K-4 6VAR d3/8″ 0.20 0.50 N.P.T. TL-1 (20X50) Trabes de Liga 4 VAR d5/8″ EST d3/8″ @15cm 0.20 0.40 N.P.T. TL-2 (20X40) 4 VAR d1/2″ EST d1/2″ @20cm 0.20 ARMEX 15X15-4 \W2.05258; Cadenas de \W3.34335; Desplante 0.20 0.40 +2Vard3/8″ Ed1/4″@20cm 0.20 Se colocará la primer cadena para muros de 15cm o menores, se colocará la segunda cadena para muros de mayor espesor. 6Vard3/8″