Detail Staircase DWG Section for AutoCAD

Detail Staircase DWG Section for AutoCAD

Complete detail of stair in section and plant de una escalera en corte y planta; design for multifamily housing of two levels; stair case in armed concrete f´c=210kg/cm2

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

Esp., Staircase in plan, Thickness s, stirrup, Cut break esc., Cut rungs esc., Ground floor esc., Block detail, stirrup, stirrup, Stirrups, Esp., Esp., Stirrups, Thrown beam, detail, blocks, Esc., stairs, Esc., stairs, block, floor, Cut rungs esc., Cut rest, floor, Esc., floor, Esc., Stirrups, Stirrups, Stirrups, Thickness s, tank of, corner detail, Water esc., Beam detail, Launched, Stirrups, Esp., stairs, Cut detail, Esp., block, Esc., cut, detail, Esp.

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.50 \A1;1.50 \A1;2.00 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;2.00 \A1;1.50 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.03 \A1;0.18 \A1;0.30 \A1;3.30 \A1;1.60 \A1;0.18 \A1;0.30 \A1;0.62 \A1;1.24 \A1;0.30 \A1;0.40 \A1;1.16 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.14 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.20 \A1;1.39 \A1;1.15 \A1;0.20 \A1;0.14 \A1;0.60 \A1;0.38 \A1;0.26 \A1;0.80 \A1;0.60 \A1;0.60 \A1;0.20 \A1;1.39 \A1;1.15 \A1;0.20 \A1;0.14 \A1;0.60 \A1;0.38 \A1;0.26 \A1;1.98 \A1;1.98 \A1;1.62 \A1;0.18 \A1;0.30 \A1;1.07 \A1;0.25 \A1;0.40 \A1;1.16 \A1;0.70 \A1;0.35 \A1;0.20 \A1;0.14 \A1;0.60 \A1;1.98 \A1;0.18 \A1;0.18 \A1;1.36 \A1;0.60 \A1;1.53 \A1;1.74 \A1;0.60 \A1;1.57 \A1;0.30 \A1;0.60 \A1;3.11 \A1;0.30 \A1;3.20 \A1;1.38 \A1;1.38 \A1;1.70 \A1;3.13 \A1;0.30 \A1;0.60 \A1;1.98 \A1;1.98 \A1;1.98 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.74 \A1;2.61 \A1;2.14 \A1;0.50 \A1;0.50 \A1;1.62 \A1;1.62 \A1;4.60 \A1;1.50 \A1;1.50 \A1;2.60 \A1;3.40 \A1;1.20 \A1;1.20 \A1;0.30 \A1;0.30 \A1;2.06 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.18 \A1;0.30 \A1;3.50 \A1;0.30 \A1;0.60 \A1;4.70 \A1;0.30 \A1;3.25 \A1;0.50 \A1;0.60 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.30 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.10 \A1;0.09 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.50 \A1;1.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.12 \A1;0.12 \A1;0.10 \A1;0.10 \A1;0.12 \A1;0.60 \A1;0.30 \A1;0.60 \A1;1.10 \A1;0.12 \A1;0.12 \A1;0.77 \A1;0.30 \A1;0.18 \A1;0.30 \A1;0.70 \A1;0.37 \A1;0.50 \A1;1.17 \A1;0.70 \A1;0.60 d10 c/8 Esp. 0.13 -1.0 -1.0 5 2 d 16 -1.0 -1.0 -1.0 -1.0 -1.0 ESCALERA EN PLANTA 5 2 d16 -1.0 -1.0 -1.0 -1.0 d10 c/8 -1.0 -1.0 -1.0 C' X LOSA ESPESOR = 0.13 m. ESTRIBO d8 c/14 CORTE C-C' DESCANSO Esc. 1:25 5 -1.0 CORTE B-B' - PELDAÑOS Esc. 1:25 d10 c/8 PLANTA BAJA Esc. 1:25 DETALLE BLOQUE 2 5 d20 2 d 16 3 d20 -1.0 5 -1.0 3 d20 5 -1.0 -1.0 d10 c/10 5 -1.0 -1.0 d6 c/15 -1.0 d10 c/10 ESTRIBO d8 c/14 -1.0 A ESTRIBO d8 c/12 -1.0 -1.0 -1.0 -1.0 d10 c/8 -1.0 -1.0 -1.0 -1.0 C X ESTRIBOS d6 c/15 5 d20 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 5 5 -1.0 -1.0 -1.0 Esp. 0.14 d10 c/10 5 5 Esp. 0.14 -1.0 -1.0 d6 c/15 d10 c/10 -1.0 -1.0 -1.0 d10 c/10 d6 c/15 d8 c/20 d6 c/15 -1.0 -1.0 -1.0 -1.0 d6 c/15 d8 c/20 d10 c/10 2 d16 -1.0 -1.0 -1.0 5 5 2 d16 -1.0 ESTRIBOS d6 c/15 3 d20 -1.0 d10 c/10 -1.0 -1.0 d6 c/15 d10 c/10 VIGA LANZADA 25/60 DETALLE 2 d16 3 d20 5 BLOQUES 3 y 4 Esc. 1:25 ESCALERA -1.0 5 -1.0 5 5 d6 c/15 d6 c/15 5 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 d6 c/15 d10 c/10 d10 c/10 -1.0 -1.0 -1.0 d10 c/15 -1.0 -1.0 Esc. 1:25 -1.0 d10 c/10 d6 c/15 d8 c/12 d8 c/14 -1.0 d8 c/12 -1.0 ESCALERA BLOQUE 2 1o,2o. PISO d8 c/14 CORTE D-D' - PELDAÑOS Esc. 1:25 -1.0 -1.0 -1.0 CORTE G-G ' DESCANSO -1.0 -1.0 B' 15d6C/20 3.00 0.70 2d12 L=3.55 0.70 2d12 L=1.60 3d12 L=2.95 2.40 12d6C/20 VIGA-X ,1er,2do. PISO -1.0 -1.0 -1.0 A' -1.0 -1.0 2d12 L=1.30 0.80 20/60 Esc. 1:50 9 0.40 0.20 12 2d12 L=4.00 2 d12 L=1.30 0.80 Y G' 5 B -1.0 -1.0 3 d20 E Y G -1.0 -1.0 VIGA-Y, 3er. PISO 20/50, Esc. 1:50 0.40 0.20 0.20 0.30 D' 2d12 L=3.20 D' B' 0.20 0.30 5 d10 c/12 -1.0 -1.0 -1.0 E' D -1.0 -1.0 ESTRIBOS d8 c/15 -1.0 5 d10 c/12 -1.0 -1.0 -1.0 ESTRIBOS d8 c/15 -1.0 -1.0 d10 c/12 -1.0 -1.0 ESTRIBOS d8 c/15 -1.0 -1.0 LOSA ESPESOR = 0.12 m. TANQUE DE DETALLE ESQUINA -B AGUA Esc. 1:20 14.72625068297293 d 6 c/30 d 6 c/20 14.72625068297293 d 6 c/14 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 DETALLE VIGA LANZADA 20/50 -1.0 -1.0 3 d20 2 d20 5 d16 -1.0 ESTRIBOS d6 c/15 2 d16 -1.0 -1.0 d10 c/8 -1.0 -1.0 3 d16 4d16 -2.854849086362464 2 d 16 4 d16 2 d16 2 d16 -2.854849086362464 -2.854849086362464 2 d16 2 d16 2 d16 2 d16 -1.0 14.72625068297293 10 d 6 c/20 14.72625068297293 2d 8 Esp. 0.12 ESCALERA 3o.PISO DETALLE CORTE A-A' -1.0 -1.0 d8 c/15 -1.0 -1.0 -1.0 -1.0 Esp. 0.13 -1.0 -1.0 BLOQUE 2 Esc. 1:25 d8 c/15 d8 c/15 -1.0 -1.0 d10 c/12 -1.0 CORTE E-E' DETALLE d8 c/15 A 2d 8 14.72625068297293 -1.0 d10 c/12 -1.0 -1.0 Esp. 0.12 -1.0 -1.0 14.72625068297293 14.72625068297293 d 6 c/30 14.72625068297293 14.72625068297293 14.72625068297293 14.72625068297293 14.72625068297293

Language	Spanish
Drawing Type	Section
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, complete, corte, de, degrau, DETAIL, DWG, échelle, en, escada, escalera, escalier, étape, ladder, leiter, plant, section, stair, staircase, stairway, step, stufen, treppe, treppen, una