Concrete Staircase DWG Plan for AutoCAD

CONCRETE STAIR DETAIL, PLAN AND SECTIONS

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

var. Cms. alternating, grill cm armed in upper bed, reinforced concrete dala, var. Cms. complementing with a cane, Lock, symmetrical, solid, Closet, goes up, concrete firm with f’c with welded mesh, N.p.t. mts., N.p.t. mts., N.p.t. mts., fan range, partition wall, projection of steps, N.p.t. mts., var. Cms. alternating, var. Cms. complementing with a cane, reinforced concrete dala, N.p.t. mts., Shoe, dala armed with var. its T. Cms., poor concrete template, Shoe, dala armed with var. its T. Cms.

Raw text data extracted from CAD file:

A \A1;L/4 \A1;0.15 \A1;0.30 \A1;0.30 \A1;1.85 \A1;30 \A1;0.60 \A1;0.70 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.15 \A1;1.85 \A1;0.15 \A1;0.90 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.90 \A1;0.15 \A1;0.30 \A1;0.90 \A1;0.15 \A1;0.92 \A1;0.92 \A1;1.20 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;1.44 \A1;3.24 \A1;0.95 \A1;0.92 \A1;0.36 \A1;0.10 \A1;0.90 \A1;0.12 L/4 Var. # 3 @ 25 cms. alternadas \W2.71429; Parrilla # 3 @ 15 cm armada en lecho superior Dala de Concreto Armado \W5.00705; Var. # 3 @ 30 cms. \W5.00705; complementandose con un bastón Trabe T-11 Simetrico \W1;Losa Maciza Closet Sube 1 2 3 4 5 6 7 8 9 10 11 12 13 14 C D C D 3 4 3 4 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 Firme de Concreto con F’c 200Kg/Cm2 \A1; con Malla Electrosoldada 10 -10 / 6-6 N.P.T. +3.39 Mts. N.P.T. +0.15 Mts. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T. +0.15 Mts. 5 5 N.P.T. +3.39 Mts. A-A’ A-A’ B-B’ 5 5 5 Escalon de Abanico Muro de Tabique Proyeccion de escalones N.P.T. +1.59 Mts. 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Var. # 3 @ 25 cms. alternadas \W4.14286; Var. # 3 @ 30 cms. \W4.14286; complementandose con un \W4.14286; bastón Dala de Concreto Armado B-B’ N.P.T. +1.59 Mts. 30 \W6.64178; Zapata ZC-2 5 5 \W0.49893; Dala D Armada con \W8.16559; 4 Var. # 3 \W0.16559; EST. # 2 @ 20 cms. Plantilla de concreto pobre f’c= 100 kg/cm² Zapata ZC-1 5 Dala D Armada con 4 Var. # 3 EST. # 2 @ 20 cms. 0.30 5