Stairwells DWG Block for AutoCAD

Stairwells DWG Block for AutoCAD

Staircases.Plantas box – Cortes – Specifications

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

goes., goes., Solid slab, Staircase detail, section, Staircase detail, section, Esc., goes., Ground level, N.t., goes., Solid slab, goes., goes., Concrete flooring, Ground level, N.t., Vereda n.t.p., goes., mesh, Concrete flooring, Ground level, N.t., Concrete flooring, Ground level, N.t., cut, scale, Vereda n.t.p., brick wall, Solid slab, coverage, Double mesh, Double mesh, masonry, Semi-hard k.k, Horizontal vertical cms., Mortar type with thickness of joints, Brick type, Reinforced concrete, Fc, Coatings:, Columns:, You know, reinforcing steel:, Fy, See foundation picture, Concrete cycle, C: h. E.g., Foundations, Overeating, C: h. p.m., Shoes: cm., Resistance of terrain:, Cm., Length of joints:, Cm., The mooring columns will be emptied after having erected the jagged brick walls, Brick walls, Technical specifications, Structural stairway cut, scale, its T., its T., goes., Concrete flooring, Of polished rubbed concrete, Npt., Of polished rubbed concrete, Npt., scale, Floor level, scale, Floor level

Raw text data extracted from CAD file:

\A1;1.65 \A1;1.65 \A1;0.15 \A1;0.90 \A1;0.90 \A1;0.80 \A1;0.80 \A1;0.17 \A1;0.30 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.35 \A1;0.35 \A1;0.17 \A1;0.30 \A1;0.15 \A1;1.20 \A1;0.25 \A1;1.75 \A1;0.90 \A1;0.90 \A1;0.17 \A1;0.30 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.17 \A1;0.30 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.35 \A1;1.57 \A1;0.80 \A1;0.50 \A1;1.20 \A1;0.25 \A1;2.40 \A1;0.25 \A1;0.35 \A1;0.35 \A1;1.47 \A1;3.10 \A1;1.90 \A1;0.10 \A1;1.20 \A1;1.75 \A1;0.17 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.35 \A1;1.57 \A1;0.80 \A1;0.50 \A1;1.20 \A1;2.40 \A1;0.25 \A1;0.35 \A1;0.35 \A1;1.47 \A1;3.10 \A1;1.90 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.20 \A1;2.65 \A1;0.20 \A1;2.95 \A1;1.10 \A1;0.60 0.40 3.55 0.35 3.55 4.40 0.25 3.30 4.15 1.90 2.55 3.55 0.25 3.30 0.25 0.25 0.25 0.25 1.50 3.55 4.40 4.15 0.25 0.25 1.50 1.90 2.55 4.40 0.25 3.30 4.15 3.55 0.25 3.30 0.25 0.25 0.25 0.25 1.50 3.55 4.40 4.15 0.25 0.25 1.50 P E R Ú R E P Ú B L I C A D E L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V.A. 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 V.A. 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 5 5 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 LOSA MACIZA 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 5 DETALLE ESCALERA 2DO TRAMO DETALLE ESCALERA 1ER TRAMO ESC. 1:25 ESC. 1:25 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.25 V.A. VA-1 (.25x.40) 5 5 NIVEL DEL TERRENO N.T. +0.00 d3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 VP-1(.25x.50) 5 5 5 V.A. 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 5 5 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 LOSA MACIZA 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 5 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.25 V.A. 5 5 5 5 5 5 5 5 V.A. 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20 5 5 5 CONCRETO SOLADO 5 5 NIVEL DEL TERRENO N.T. +0.00 d3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 5 5 5 VEREDA N.T.P. = +0.17 V.A. 1 Ø 1/2" @ 0.20 d3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 5 5 5 5 5 Malla 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 VA-1 (.25x.40) CONCRETO SOLADO 5 NIVEL DEL TERRENO N.T. +0.00 VP-1(.25x.50) 5 5 5 5 5 5 5 5 5 5 5 5 5 CONCRETO SOLADO 5 NIVEL DEL TERRENO N.T. +0.00 5 5 CORTE C - C (ESCALERA) ESCALA 1:25 5 VEREDA N.T.P. = +0.17 5 5 5 5 5 BARANDA, MURO DE LADRILLO d3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 LOSA MACIZA Cobertura Doble Malla 1 Ø 1/2" @ 0.20 Doble Malla 1 Ø 1/2" @ 0.20 5 5 * ALBAÑILERIA = SEMIDURO K.K HORIZONTALES Y VERTICALES 1.5 cms. MORTERO TIPO M CON ESPESOR DE JUNTAS * TIPO DE LADRILLO = fm = 45 kg/cm2 CONCRETO ARMADO : f'c = 210 kg/cm2 RECUBRIMIENTOS: * Columnas: e= 2.5cm. * VIigas: e= 2.5cm. ACERO DE REFUERZO: f'y = 4200 kg/cm2 Ver cuadro Cimentación CONCRETO CICLOPEO : C:H. = 1:10 + 30% P.G. * Cimientos corridos : * Sobrecimientos : C:H. = 1:8 + 25% P.M. * Zapatas: e= 7.5 cm. RESISTENCIA DE TERRENO: * d 3/8": 35.0 cm. LONGITUD DE EMPALMES: * d 1/2": 50.0 cm. \LNOTA: LAS COLUMNAS DE AMARRE SE VACIARAN DESPUES DE HABER LEVANTADO LOS MUROS DENTADOS DE LADRILLO MUROS DE LADRILLO: ESPECIFICACIONES TECNICAS CORTE ESTRUCTURAL DE ESCALERA ESCALA 1:25 5 5 5 5 5 0.40 5 A EST. Ø3/8" 1@.05, 4@.10, R@.20(Ambos estremos) 2Ø5/8" 2Ø5/8" B 0.35 5 A EST. Ø3/8" 1@.05, 4@.10, R@.20(Ambos estremos) 2Ø5/8" 2Ø5/8" B V.A. CONCRETO SOLADO 2` 1 A 5 5 1 10 5 5 5 5 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 5 A` 5 5 5 5 5 5 5 5 A A` 2` 1 5 5 5 5 5 de concreto simple frotachado y bruñado V E R E D A NPT. + 0.15 1 10 5 5 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 de concreto simple frotachado y bruñado V E R E D A NPT. + 0.15 2` 1 A 5 5 5 5 5 A` 5 5 5 5 5 5 5 5 A A` 2` 1 5 5 5 5 5 ESCALA 1:50 PLANTA 1ER NIVEL ESCALA 1:50 PLANTA 2DO NIVEL 1 Ø 1/2" @ 0.25 1 Ø 1/2" @ 0.20

Language	Spanish
Drawing Type	Block
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, box, concrete staircase, cortes, degrau, DWG, échelle, escada, escalier, étape, ladder, leiter, specifications, staircase, stairway, step, stufen, treppe, treppen