Building Structures (Encofrados) DWG Detail for AutoCAD

MAP ENCOFRADOS COLUMNS FOR WALLS AND PREVIOUSLY REVIEWED; WITH DETAILS OF STAIRS AND BEAMS

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

seismic, architecture, meeting, formwork floor, formwork floor to floor, floor of machine room, slab, technical duct ceiling, bedroom ceiling, slab, machines, meeting, formwork floor, stairway ceiling, slab, tank roof, slab, of water, meeting, meeting, meeting, meeting, meeting, meeting, cut, cut, slab, cut, slab, cut, slab, cut, cut, cut, cut, change detail, thickness of slab, typical slab detail, typical slab detail, see plant, slab, the slabs will have a lower mesh not indicated in plan, the upper canes for all the slabs are indicated in plan, slab, the slabs will have a lower mesh not indicated in plan, the upper canes for all the slabs are indicated in plan, slab, the slabs will have a lower mesh not indicated in plan, the upper canes for all the slabs are indicated in plan, seismic seal, see architecture, max., license plate, detail of parapets, meeting, max., parapet, structure, join with, typical roof top, see in foundations, To see in, section, section, To see in, section, To see in, section, To see in, plant, To see in, typical stretch, section, To see in, To see in, plant, section, typical stretch, the roof walls of the water tank, be monolithically emptied with a, relationship will apply a tarrajeo, waterproofing, note, is born, To see in, plant, To see in, plant, cut, owner:, Location:, building, draft, signature seal, structures, formwork, specialty, Designer Team:, flat, firm, responsible consultant, cod. of project, cad drawing, scale, date, development, sheet number, to the floor cuts, owner:, Location:, building, draft, signature seal, structures, formwork, specialty, Designer Team:, flat, firm, responsible consultant, cod. of project, cad drawing, scale, date, development, sheet number, cto. others, Stairs Beams, section, To see in, plant, slab, cut, cut, floor form variant, cut, gardener, gardener, floor form variant, floor form variant, cut, slab, see, in plan, gardener, concrete wall, legend, born wall, low wall, tabiqueria

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\A1;.60 \A1;.50 \A1;.60 \A1;.60 \A1;.50 JUNTA 1.5cm JUNTA 1.5cm ENCOFRADO 1º PISO ENCOFRADO 2º PISO AL 12º PISO PISO DE CUARTO DE MAQUINAS LOSA h=.20 Y h=.12 Y TECHO DUCTO TECNICO TECHO DE CUARTO DE LOSA h=.20 MAQUINAS JUNTA 1.5cm ENCOFRADO 13º PISO TECHO DE ESCALERA LOSA h=.12 TECHO DE TANQUE LOSA h=.15 DE AGUA M-1 M-2 M-2 M-3 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 8mm.@.20 5 6mm.@.20 5 6mm.@.20 5 5 5 1d1/2″ 8mm.@.20 5 5 1d1/2″(inf.) 5 5 6mm.@.20 6mm.@.20 5 8mm.@.20 5 5 8mm.@.20 5 5 5 6mm.@.20 5 5 5 5 3/8″d@.25 5 5 3/8″d@.25 5 5 3/8″d@.25 5 5 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 1d1/2″(inf.) 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 5 3/8″d@.25 6mm.@.20 5 5 1d1/2″(inf.) 5 8mm.@.20 5 5 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 8mm.@.20 5 5 1d1/2″(inf.) 5 6mm.@.20 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 3/8″d@.25 5 8mm.@.20 8mm.@.20 5 5 3/8″d@.25 5 3/8″d@.25 5 5 5 3/8″d@.25 5 5 3/8″d@.25 5 3/8″d@.25 5 3/8″d@.25 3/8″d@.25 5 3/8″d@.25 5 JUNTA 1.5cm 5 5 8mm.@.20 5 8mm.@.20 5 6mm.@.20 5 8mm.@.20 5 5 1d1/2″(inf.) 5 8mm.@.20 5 8mm.@.20 5 5 5 1d1/2″(inf.) 5 5 6mm.@.20 5 6mm.@.20 1d1/2″(inf.) 5 (tipico) 5 6mm.@.20 5 8mm.@.20 5 5 5 3/8″d@.25 5 5 3/8″d@.25 5 3/8″d@.25 JUNTA 1.5cm 3/8″d@.25 5 5 3/8″d@.25 8mm.@.20 5 5 8mm.@.20 5 5 5 6mm.@.20 5 8mm.@.20 1d1/2″(inf.) 5 5 5 8mm.@.20 5 5 3/8″d@.25 5 3/8″d@.25 5 3/8″d@.25 5 3/8″d@.25 5 6mm.@.20 8mm.@.20 5 8mm.@.20 5 5 6mm.@.20 5 6mm.@.20 5 5 2d1/2″ 5 3/8″d@.25 5 5 5 2d1/2″ 5 3/8″d@.25 5 3/8″d@.25 8mm.@.20 8mm.@.20 JUNTA 1.5cm 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 8mm.@.20 5 1d1/2″(inf.) 8mm.@.20 5 5 1d1/2″(inf.) 5 5 6mm.@.20 6mm.@.20 5 8mm.@.20 5 5 8mm.@.20 5 5 5 6mm.@.20 5 5 5 5 3/8″d@.25 5 5 3/8″d@.25 5 5 3/8″d@.25 5 5 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 1d1/2″(inf.) 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 5 3/8″d@.25 6mm.@.20 5 5 1d1/2″(inf.) 5 8mm.@.20 5 5 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 3/8″d@.25 5 8mm.@.20 5 3/8″d@.25 5 3/8″d@.25 5 5 5 3/8″d@.25 5 5 3/8″d@.25 5 3/8″d@.25 5 3/8″d@.25 3/8″d@.25 5 3/8″d@.25 5 JUNTA 1.5cm 5 5 8mm.@.20 5 8mm.@.20 5 6mm.@.20 5 8mm.@.20 5 5 5 1d1/2″(inf.) 5 5 6mm.@.20 5 6mm.@.20 1d1/2″(inf.) 5 (tipico) 5 6mm.@.20 5 8mm.@.20 5 5 5 3/8″d@.25 5 5 3/8″d@.25 5 3/8″d@.25 JUNTA 1.5cm 5 3/8″d@.25 5 5 3/8″d@.25 8mm.@.20 5 5 8mm.@.20 5 5 5 6mm.@.20 5 5 3/8″d@.25 5 3/8″d@.25 5 3/8″d@.25 5 3/8″d@.25 5 6mm.@.20 8mm.@.20 5 8mm.@.20 5 5 5 6mm.@.20 5 6mm.@.20 5 5 2d1/2″ 5 3/8″d@.25 5 5 5 2d1/2″ 5 3/8″d@.25 5 3/8″d@.25 8mm.@.20 8mm.@.20 5 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 8mm.@.20 5 1d1/2″(inf.) 8mm.@.20 5 5 1d1/2″(inf.) 5 5 6mm.@.20 6mm.@.20 5 8mm.@.20 5 5 8mm.@.20 5 5 5 6mm.@.20 5 5 5 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 1d1/2″(inf.) 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 5 6mm.@.20 5 5 1d1/2″(inf.) 5 8mm.@.20 5 5 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 8mm.@.20 5 8mm.@.20 3/8″d@.25 5 8mm.@.20 3/8″d@.25 3/8″d@.25 5 5 5 3/8″d@.25 JUNTA 1.5cm 5 3/8″d@.25 3/8″d@.25 3/8″d@.25 3/8″d@.25 5 5 3/8″d@.25 5 5 5 3/8″d@.25 3/8″d@.25 5 8mm.@.20 8mm.@.20 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 8mm.@.20 5 V-1 (.20x.42) 2 2 1 1 1 1 5 5 3/8″d@.25 5 5 3/8″d@.25 1 1 1 1 3 3 4 4 8 8 V-1 (.20x.42) 2 2 2 2 2 2 2 2 5 6mm.@.20 1 1 1 1 6 6 6 6 6 6 7 7 5 5 5 5 5 (tipico) 5 (tipico) V-3 (.20x.42) V-2 (.20x.42) 7 7 5 1 1 1 1 5 3/8″d@.25 2 2 2 2 2 2 2 2 V-1 (.20x.42) 5 6mm.@.20 2 2 2 2 V-3 (.20x.42) 1 1 1 1 5 5 3/8″d@.25 5 5 3/8″d@.25 1 1 1 1 V-1 (.20x.42) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 4 4 8 8 1 1 1 1 6 6 6 6 6 6 7 7 7 7 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 5 3/8″d@.25 5 2 2 2 2 V-1 (.20x.42) 5 6mm.@.20 2 2 2 2 V-1 (.20x.42) 5 2 2 2 2 2 2 2 2 4 4 8mm.@.20 5 5 5 5 5 V-2 (.20x.42) 5 5 5 5 V-3 (.20x.42) 8 8 6 6 6 6 6 6 7 7 7 7 3/8″d@.25 V-2 (.20x.42) 5 5 5 5 5 5 CORTE 1-1 .12 1/4″d:1@.05, 4d3/8″ 4@.10,Rto.@.25 5 2d1/2″ .12 CORTE 2-2 d LOSA 5 3d1/2″ .12 CORTE 3-3 d LOSA 5 2d1/2″ .12 CORTE 4-4 d LOSA 5 CORTE 5-5 5 1/4″d:1@.05, 6d1/2″ 4@.10,Rto.@.25 5 CORTE 6-6 5 1/4″d:1@.05, 4d3/8″ 4@.10,Rto.@.25 5 CORTE 8-8 4d1/2″ 1/4″d:1@.05, 4@.10,Rto.@.25 5 5 5 5 CORTE 7-7 4d1/2″ 1/4″d:1@.05, 4@.10,Rto.@.25 5 5 5 5 DETALLE DE CAMBIO DE .12 ESPESOR EN LOSA DE h=.12 a h=.20 2d3/8″ DETALLE TIPICO LOSA h=.12 <> 2.5(Libres) 8mm.@.20 DETALLE TIPICO LOSA h=.12 <> 2.5(Libres) VER PLANTA (d Sup.) 5 5 3/8″d@.25 3/8″d@.25 3/8″d@.25 3/8″d@.25 8mm.@.20(INF.) 8mm.@.20(INF.) 3/8″d@.25 3/8″d@.25 3/8″d@.25 3/8″d@.25 3/8″d@.30 3/8″d@.30 3/8″d@.30 3/8″d@.30 LOSA h=.12, S/C=200Kg/m2 LOSA h=.20 (ZONA ACHURADA) LAS LOSAS h=.12 TENDRAN UNA MALLA INFERIOR 8mm@.20 NO INDICADA EN PLANTA LAS LOSAS h=.20 TENDRAN UNA MALLA INFERIOR 3/8″d@.25 NO INDICADA EN PLANTA LOS BASTONES SUPERIORES PARA TODAS LAS LOSAS ESTAN INDICADOS EN PLANTA LOSA h=.12, S/C=200Kg/m2 LOSA h=.20 (ZONA ACHURADA) LAS LOSAS h=.12 TENDRAN UNA MALLA INFERIOR 8mm@.20 NO INDICADA EN PLANTA LAS LOSAS h=.20 TENDRAN UNA MALLA INFERIOR 3/8″d@.25 NO INDICADA EN PLANTA LOS BASTONES SUPERIORES PARA TODAS LAS LOSAS ESTAN INDICADOS EN PLANTA LOSA h=.12, S/C=200Kg/m2 LOSA h=.20 (ZONA ACHURADA) LAS LOSAS h=.12 TENDRAN UNA MALLA INFERIOR 8mm@.20 NO INDICADA EN PLANTA LAS LOSAS h=.20 TENDRAN UNA MALLA INFERIOR 3/8″d@.25 NO INDICADA EN PLANTA LOS BASTONES SUPERIORES PARA TODAS LAS LOSAS ESTAN INDICADOS EN PLANTA 1d1/2″(inf.) 5 5 5 6mm.@.20 Junta Sismica 8cm Junta Sismica 8cm Ver Arquitectura Max. 1.20 PLACA PLACA DETALLE DE PARAPETOS Junta 1.5cm. Junta 1.5cm. 5 a a 5 Max. 1.20 5 5 3d8mm a-a d8mm@.25 b b b-b PARAPETO ESTRUCTURA 1.5cm. JUNTA 1.5cm. (RELLENAR CON TECNOPOR) REMATE TIPICO DE TECHO .12 1d1/2″ VER d EN CIMENTACION 5 5 5 (Tipico) 5d3/8″ VER d EN 1º TRAMO 5d3/8″ 3/8″d,@.25 5 5d3/8″ 3/8″d,@.50 5 1º TRAMO E S C A L E R A – 1 5 5 5 5d3/8″ 5d3/8″ VER d EN 2º TRAMO (TIPICO) VER d EN 1º TRAMO ó 1º TRAMO (TIPICO) 5 (Tipico) VER d EN PLANTA 5d3/8″ 3/8″d,@.25 5 5d3/8″ 3/8″d,@.50 VER d EN 1º TRAMO TIPICO 2º TRAMO (TIPICO) 5 5 5 (Tipico) 5d3/8″ VER d EN 5d3/8″ 3/8″d,@.25 5 5d3/8″ 3/8″d,@.50 VER d EN PLANTA 3º TRAMO (TIPICO) 5 H G F D B 5 5 5 5 2 1 3 4 5 6 7 8 9 10 11 12 5 5 5 5 5 5 5 5 5 5 5 H G F D B 5 5 5 5 H C E F G 5 5 5 5 2 1 3 4 5 6 7 8 9 10 11 12 5 5 5 5 5 5 5 5 5 5 5 H G F D B 5 5 5 5 H C E F G 5 5 5 5 2 1 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 1º TRAMO TIPICO EL TECHO Y PAREDES DEL TANQUE DE AGUA SE VACEARAN MONOLITICAMENTE CON UNA RELACION A/C =.50, Y SE APLICARA UN TARRAJEO IMPERMEABILIZANTE NOTA 5 5 5 5 5 8mm.@.20 NACE ESCALERA-2 VER d EN PLANTA 3/8″d,@.50 5 3/8″d,@.25 4d3/8″ 4d3/8″ 5 5 5 S/C = 300 kg/m2 E S C A L E R A – 2 S/C = 300 kg/m2 3/8″d@.25 3/8″d@.25 S/C = 100 kg/m2 S/C = 100 kg/m2 S/C = 2200 kg/m2 S/C = 100 kg/m2 14 14 13 13 5 5 5 5 VER d EN PLANTA 2d5/8″ 2d5/8″ 3/8″d,@.20 3/8″d,@.20 CORTE 13-13 2d1/2″ 2d3/8″ 2d1/2″ 3/8″d:1@.05,7@.10,Rto,@.25 V-1 (.50x.12),(.20x.42) 5 5 5 5 5 5 5 5 5 2d1/2″ 2d1/2″ 3/8″d:1@.05,7@.10,Rto,@.25 V-2 (.20x.42) 5 5 5 5 2d1/2″ 2d1/2″ 3/8″d:1@.05,7@.10,Rto,@.25 V-3 (.20x.42) 5 5 5 5 5 5 5 5 5 PROPIETARIO: UBICACION: EDIFICIO PROYECTO : FIRMA Y SELLO ESTRUCTURAS ENCOFRADOS 1º PISO, ESPECIALIDAD : EQUIPO DE DISEÑO: PLANO : FIRMA CONSULTOR RESPONSABLE COD. DE PROYECTO : DIBUJO CAD : ESCALA : FECHA : 1 / 50 DESARROLLO : Nº LAMINA : E-05 2º AL 12º PISO Y CORTES PROPIETARIO: UBICACION: EDIFICIO PROYECTO : FIRMA Y SELLO ESTRUCTURAS ENCOFRADO 13º PISO, ESPECIALIDAD : EQUIPO DE DISEÑO: PLANO : FIRMA CONSULTOR RESPONSABLE COD. DE PROYECTO : DIBUJO CAD : ESCALA : FECHA : 1 / 50 DESARROLLO : Nº LAMINA : E-06 CTO. MAQUINAS, OTROS ESCALERAS Y VIGAS 5 5 (TIPICO) (TIPICO) 3º TRAMO ó VER d EN PLANTA 6mm:1@.05,Rto,@.15 5 5 2d1/2″ 2d1/2″ 5 5 2d3/8″ 5 5 2d3/8″ 5 5 2d1/2″ 5 5 5 2d3/8″ 5 2d1/2″ 5 2d3/8″ 5 5 5 5 5 2d3/8″ 2d3/8″ 5 5 2d3/8″ 2d3/8″ LOSA h=20 5 2d5/8″ 5 5 CORTE 14-14 14 14 14 14 CORTE 12-12 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 8mm.@.20 5 6mm.@.20 5 8mm.@.20 2 2 2 2 2 2 2 2 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 9 9 9 9 10 10 5 5 1d1/2″(inf.) 5 5 1d1/2″(inf.) 10 10 VARIANTE ENCOFRADO 2º Y 11º PISO V-4 (.15×1.02)INV. V-4 (.15×1.02)INV. V-4 (.15×1.02)INV. 5 5 5 5 5 5 3/8″d,@.25 5 5 5 3/8″d,@.25 CORTE 9-9 CORTE 10-10 JARDINERA 3d1/2″ 3d1/2″ 8mmd:1@.05,Rto,@.15 V-4 (.15×1.02) 5 5 5 5 5 5 5 2d3/8″ 2d3/8″ 5 JARDINERA 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 8mm.@.20 5 6mm.@.20 5 8mm.@.20 2 2 2 2 2 2 2 2 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 1d1/2″(inf.) 5 1d1/2″(inf.) VARIANTE ENCOFRADO 12º PISO V-4 (.15×1.02)INV. V-4 (.15×1.02)INV. 5 5 2 2 2 2 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 8mm.@.20 5 6mm.@.20 5 8mm.@.20 2 2 2 2 2 2 2 2 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 9 9 9 9 10 10 10 10 VARIANTE ENCOFRADO 3º PISO V-4 (.15×1.02)INV. V-4 (.15×1.02)INV. V-4 (.15×1.02)INV. 5 5 9 9 9 9 9 9 9 9 5 5 11 11 V-4 (.15×1.02)INV. CORTE 11-11 .12 5 3d1/2″ (ANCLAN .90) 5 5 5 5 5 1/4″d:1@.05, 8d3/8″ Rto.@.25 5 2d5/8″ 3/8″d,@.20 3/8″d,@.20 5 LOSA h=.12 8mm.d@.20 5 G 12 12 8mm.d@.20 13 13 5 G 5 G 5 6mm.@.20 5 5 8mm.@.20 5 5 Ver d En Planta 5 8mm.@.20 5 5 5 8mm.@.20 8mm.@.20 8mm.@.20 8mm.@.20 5 5 8mm.@.20 5 8mm.@.20 5 6mm.@.20 5 8mm.@.20 5 5 6mm.@.20 5 5 8mm.@.20 5 8mm.@.20 8mm.@.20 8mm.@.20 5 8mm.@.20 5 5 8mm.@.20 5 6mm.@.20 5 5 8mm.@.20 5 5 8mm.@.20 5 6mm.@.20 5 6mm.@.20 5 5 8mm.@.20 5 8mm.@.20 5 5 6mm.@.20 5 5 8mm.@.20 5 6mm.@.20 JARDINERA MURO DE CONCRETO LEYENDA NACE MURO MURO BAJO TABIQUERIA TABIQUERIA h=2.10