Stairs-Various Models DWG Model for AutoCAD

Stairs-Various Models DWG Model for AutoCAD

Types of stairs used at the foundation and on the ground.

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

filled with cyclopean, He passed, Contrapaso, Second tranche, first stretch, Contrapaso, He passed, Second tranche, main staircase, of income, lightened slab, third tranche, He passed, Contrapaso, beam, Second tranche, beam, Contrapaso, He passed, third tranche, metal handrails, first stretch, Contrapaso, He passed, Second tranche, He passed, Contrapaso, first stretch, Second tranche, Kg., main staircase, of income, first stretch, Contrapaso, He passed, He passed, Contrapaso, Second tranche, He passed, Contrapaso, concrete fill, lightened slab, Contrapaso, main staircase, second fifth tranche, He passed, first stretch, slab, He passed, Contrapaso, fourth tranche, beam, third sixth tranche, He passed, Contrapaso, of income, main staircase, He passed, Contrapaso, fourth tranche, beam, Contrapaso, He passed, fifth tranche, slab, He passed, Contrapaso, third tranche, lightened slab, He passed, Contrapaso, first stretch, main staircase, Second tranche, Contrapaso, He passed, of income, main staircase, of income, of income, main staircase, Kg., main staircase, of income, lightened slab, beam, Contrapaso, He passed, third fifth tranche, second tranche, He passed, Contrapaso, first stretch, third sixth tranche, of income, main staircase, Kg., Contrapaso, He passed, main staircase, He passed, Contrapaso, fifth tranche, He passed, Contrapaso, lightened slab, beam, second tranche, fourth tranche, beam, lightened slab, Contrapaso, He passed, fifth tranche, He passed, Contrapaso, main staircase, Contrapaso, He passed, third sixth tranche, beam, of income, main staircase, Kg., He passed, Contrapaso, first stretch, of income, main staircase, He passed, Contrapaso, first stretch, He passed, Contrapaso, of income, main staircase, He passed, Contrapaso, first stretch, Contrapaso, He passed, He passed, Contrapaso, third tranche, He passed, Contrapaso, fourth tranche, He passed, Contrapaso

Raw text data extracted from CAD file:

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\A1;0.15 \A1;0.20 \A1;0.50 \A1;0.45 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.25 \A1;0.12 \A1;0.25 \A1;0.25 \A1;0.45 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.45 \A1;0.10 \A1;0.60 \A1;0.25 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.60 \A1;1.60 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.60 \A1;0.10 \A1;0.45 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.30 RELLENO CON C° CICLOPEO 07 0.35 0.35 \A1;0.20 \A1;0.10 \A1;0.60 05 02 \A1;0.10 3/8"@0.30 \U+2205 \U+2205 1/2"@ 0.175 3/8"@0.30 0.15 Paso = 0.25 Contrapaso = 0.175 Espesor= 0.12 3/8"@0.30 \U+2205 \U+2205 3/8"@0.35 0.45 0.30 0.40 1/2"@0.25 1/2"@0.25 \U+2205 SEGUNDO TRAMO 1/2"@ 0.175 15 11 3/8"@0.30 0.35 0.15 1/2"@ 0.15 4 0.15 Espesor= 0.12 0.25 0.10 0.60 0.10 3/8"@0.30 1 2 1/2"@ 0.15 2 1/2"@ 0.30 0.15 1/2"@ 0.15 3/8"@0.30 PRIMER TRAMO Contrapaso = 0175 Paso = 0.25 Espesor= 0.12 1/2"@ 0.15 3/8"@0.30 \U+2205 E = 1/25 2 1/2"@ 0.30 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 SEGUNDO TRAMO 0.45 0.25 ESCALERA PRINCIPAL DE INGRESO 6 LOSA ALIGERADA 0.20 3/8"@0.30 TERCER TRAMO Espesor= 0.125 Paso = 0.25 Contrapaso = 0.176 1/2"@ 0.15 \U+2205 3/8"@0.30 e=.125 \U+2205 3/8"@0.30 VIGA V-A1 \U+2205 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 3/8"@0.30 0.15 SEGUNDO TRAMO 1/2"@ 0.15 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 2 1/2"@ 0.30 \U+2205 0.15 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 VIGA V-A1 3/8"@0.30 \U+2205 e=.125 3/8"@0.30 \U+2205 1/2"@ 0.15 Contrapaso = 0.176 Paso = 0.25 Espesor= 0.125 TERCER TRAMO 3/8"@0.30 3/8"@0.30 0.20 0.15 5 5 pasamanos de metal 5 PRIMER TRAMO 7 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Contrapaso = 0.176 Paso = 0.25 0.50 3 0.25 3/8"@0.30 0.45 3/8"@0.30 \U+2205 0.10 0.50 0.10 1/2"@ 0.15 1/2"@ 0.30 0.25 \U+2205 3/8"@0.30 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 0.15 2 1/2"@ 0.30 1/2"@ 0.15 1/2"@ 0.15 1/2"@ 0.30 0.12 9 SEGUNDO TRAMO 1 2 3 4 5 6 7 1 2 3 4 6 8 12 15 1/2"@ 0.15 1/2"@ 0.30 0.10 0.50 0.10 0.45 3/8"@0.30 0.25 Paso = 0.25 Contrapaso = 0.176 Espesor= 0.12 PRIMER TRAMO \U+2205 3/8"@0.30 3 0.50 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 7 SEGUNDO TRAMO 5 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 0.25 0.12 1/2"@ 0.30 1/2"@ 0.15 S/C= 200.00 Kg. m2 Espesor= 0.12 ESCALERA PRINCIPAL DE INGRESO Espesor= 0.12 0.25 0.10 0.60 0.10 0.45 3/8"@0.30 1 2 1/2"@ 0.15 2 1/2"@ 0.30 0.15 1/2"@ 0.15 3/8"@0.30 PRIMER TRAMO Contrapaso = 0182 Paso = 0.25 Espesor= 0.12 1/2"@ 0.15 E = 1/25 4 3/8"@0.30 3/8"@0.30 0.15 0.60 5 8 Paso = 0.25 Contrapaso = 0.183 3/8"@0.30 \U+2205 \U+2205 3/8"@0.30 \U+2205 SEGUNDO TRAMO 1/2"@ 0.175 1.10 11 14 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 3/8"@0.30 6 11 4 8 1.50 1/2"@ 0.15 3/8"@0.30 \U+2205 Espesor= 0.125 Paso = 0.25 Contrapaso = 0.176 0.60 1/2"@ 0.15 3/8"@0.30 \A1;0.20 3/8"@0.30 2 1/4"@0.30 1 \U+2205 RELLENO DE CONCRETO 1/2"@ 0.15 3/8"@0.30 3/8"@0.30 \U+2205 13 15 3/8"@0.30 1.05 1/2"@ 0.15 LOSA ALIGERADA e=.125 \U+2205 \U+2205 1/2"@0.25 8 9 10 11 12 13 14 15 Contrapaso = 0.20 ESCALERA PRINCIPAL s/c = 200.00 Kg/ m2 SEGUNDO y QUINTO TRAMO 0.15 2 1/2"@ 0.30 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 1/2"@ 0.15 0.25 \U+2205 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Paso = 0.25 PRIMER TRAMO 3/8"@0.30 1/2"@ 0.15 0.15 2 1/2"@ 0.30 1/2"@ 0.15 E = 1/25 2 1 3/8"@0.30 0.45 0.10 0.60 0.10 6 0.25 Espesor= 0.12 0.20 LOSA ALIG.=0.20 0.25 \U+2205 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Paso = 0.25 Contrapaso = 020 CUARTO TRAMO 3/8"@0.30 1/2"@ 0.15 0.15 2 1/2"@ 0.30 1/2"@ 0.15 VIGA V-S1 \U+2205 1/2"@0.25 3/8"@0.30 3/8"@0.30 0.15 TERCER Y SEXTO TRAMO Espesor= 0.125 Paso = 0.25 Contrapaso = 0.20 3/8"@0.30 0.20 1/2"@ 0.15 \U+2205 3/8"@0.30 e=.125 1/2"@ 0.15 1/2"@ 0.15 DE INGRESO ESCALERA PRINCIPAL E = 1/25 0.15 0.25 \U+2205 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Paso = 0.25 Contrapaso = 0175 CUARTO TRAMO 3/8"@0.30 1/2"@ 0.15 0.15 1/2"@ 0.15 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 VIGA V-A2 3/8"@0.30 e=.125 3/8"@0.30 \U+2205 1/2"@ 0.15 Contrapaso = 0.176 Paso = 0.25 Espesor= 0.125 QUINTO TRAMO 0.15 3/8"@0.30 3/8"@0.30 \U+2205 LOSA ALIG.=0.20 0.25 \U+2205 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Paso = 0.25 Contrapaso = 0175 3/8"@0.30 1/2"@ 0.15 0.20 TERCER TRAMO 2 1/2"@ 0.30 1/2"@ 0.15 0.20 LOSA ALIGERADA 2 1/2"@ 0.30 S/C =200.00 kg/m2 \U+2205 \U+2205 \U+2205 Paso = 0.25 Contrapaso = 0.176 Espesor= 0.12 3/8"@0.30 PRIMER TRAMO 0.15 ESCALERA PRINCIPAL E = 1/25 5 0.10 0.50 0.10 \U+2205 3/8"@0.30 0.45 3/8"@0.30 1/2"@ 0.15 1/2"@ 0.15 0.25 3 SEGUNDO TRAMO Espesor= 0.12 Contrapaso = 0.176 Paso = 0.25 14 \U+2205 3/8"@0.30 \U+2205 0.40 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 3/8"@0.30 \U+2205 \U+2205 1/2"@ 0.175 12 10 6 4 3/8"@0.30 0.30 5 4 3 2 1 7 6 S/C =200.00 kg/m2 S/C =200.00 kg/m2 S/C =200.00 kg/m2 DE INGRESO ESCALERA PRINCIPAL ESCALERA PRINCIPAL DE INGRESO S/C =200.00 kg/m2 DE INGRESO ESCALERA PRINCIPAL S/C= 200.00 Kg. m2 S/C= 200.00 Kg. m2 ESCALERA PRINCIPAL DE INGRESO LOSA ALIGERADA 0.15 \U+2205 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 VIGA V-A1 3/8"@0.30 \U+2205 e=.125 3/8"@0.30 \U+2205 1/2"@ 0.15 Contrapaso = 0.176 Paso = 0.25 Espesor= 0.125 TERCER Y QUINTO TRAMO 3/8"@0.30 3/8"@0.30 0.20 \U+2205 0.25 0.15 2 1/2"@ 0.30 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 1/2"@ 0.15 SEGUNDO Y CUARTO TRAMO 17 1/2"@ 0.15 \U+2205 0.25 \U+2205 \U+2205 \U+2205 \U+2205 \U+2205 \U+2205 \U+2205 3/8"@0.30 6 11 14 1/2"@ 0.15 1/2"@ 0.30 0.25 Paso = 0.25 Contrapaso = 0.176 Espesor= 0.12 PRIMER TRAMO \U+2205 3/8"@0.30 3 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 7 TERCER Y SEXTO TRAMO 5 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 \U+2205 0.25 1/2"@ 0.30 1/2"@ 0.15 0.10 0.50 0.10 0.45 3/8"@0.30 DE INGRESO ESCALERA PRINCIPAL S/C= 200.00 Kg. m2 1/2"@0.25 \U+2205 3/8"@0.30 \U+2205 \U+2205 e=.125 1/2"@0.25 8 \U+2205 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 Contrapaso = 0.176 Paso = 0.25 Espesor= 0.125 3/8"@0.30 12 17 3/8"@0.30 1/2"@ 0.15 4 1/2"@ 0.15 2 1 3/8"@0.30 1/2"@ 0.15 0.45 0.10 0.60 E = 1/25 ESCALERA PRINCIPAL 3/8"@0.30 \U+2205 0.10 3/8"@0.30 0.15 3/8"@0.30 0.10 \U+2205 3/8"@0.30 0.60 0.10 0.45 1/2"@ 0.15 3/8"@0.30 1 2 1/2"@ 0.15 4 1/2"@ 0.15 3/8"@0.30 11 Espesor= 0.125 Paso = 0.25 Contrapaso = 0.176 1/2"@ 0.15 \U+2205 8 1/2"@0.25 e=.125 \U+2205 3/8"@0.30 3/8"@0.30 0.15 QUINTO TRAMO Espesor= 0.125 Paso = 0.25 Contrapaso = 0.176 1/2"@ 0.15 \U+2205 3/8"@0.30 LOSA ALIGERADA 0.20 \U+2205 e=.125 3/8"@0.30 VIGA V-A2 \U+2205 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 \U+2205 1/2"@ 0.15 1/2"@ 0.15 0.15 2 1/2"@ 0.30 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 SEGUNDO Y CUARTO TRAMO 1/2"@ 0.15 \U+2205 0.25 \U+2205 \U+2205 17 3/8"@0.30 \U+2205 1/2"@ 0.30 1/2"@ 0.15 \U+2205 \U+2205 \U+2205 3/8"@0.30 20 1/2"@ 0.15 1/2"@ 0.15 23 \U+2205 \U+2205 CUARTO TRAMO 1/2"@ 0.15 2 1/2"@ 0.30 0.25 \U+2205 \U+2205 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 VIGA V-A2 3/8"@0.30 e=.125 \U+2205 0.20 LOSA ALIGERADA 3/8"@0.30 \U+2205 1/2"@ 0.15 Contrapaso = 0.176 Paso = 0.25 Espesor= 0.125 QUINTO TRAMO 0.15 3/8"@0.30 3/8"@0.30 3/8"@0.30 \U+2205 \U+2205 3/8"@0.30 3/8"@0.30 \U+2205 3/8"@0.30 \U+2205 3/8"@0.30 1/2"@ 0.15 4 3/8"@0.30 15 12 3/8"@0.30 Espesor= 0.125 Paso = 0.25 Contrapaso = 0.176 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 \U+2205 8 e=.125 \U+2205 1/2"@0.25 0.10 ESCALERA PRINCIPAL E = 1/25 0.60 0.10 0.45 1/2"@ 0.15 3/8"@0.30 1 2 1/2"@ 0.15 1/2"@ 0.15 1/2"@ 0.15 e=.125 3/8"@0.30 \U+2205 1/2"@ 0.15 3/8"@0.30 Contrapaso = 0.20 Paso = 0.25 Espesor= 0.125 TERCER Y SEXTO TRAMO 0.15 3/8"@0.30 3/8"@0.30 1/2"@0.25 \U+2205 VIGA V-S1 0.20 DE INGRESO ESCALERA PRINCIPAL S/C= 200.00 Kg. m2 8 1/2"@ 0.15 0.10 0.50 0.10 \U+2205 3/8"@0.30 0.45 3/8"@0.30 0.25 3 0.50 Paso = 0.25 Contrapaso = 0.176 Espesor= 0.12 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 7 PRIMER TRAMO 5 0.12 1/2"@ 0.30 1/2"@ 0.15 3/8"@0.30 e=.125 16 21 24 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 0.25 1/2"@ 0.30 1/2"@ 0.15 3/8"@0.30 16 21 24 1/2"@ 0.15 2 1/2"@ 0.30 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 0.25 1/2"@ 0.30 1/2"@ 0.15 3/8"@0.30 5 DE INGRESO ESCALERA PRINCIPAL E = 1/25 0.25 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Paso = 0.25 Contrapaso = 0175 PRIMER TRAMO 3/8"@0.30 1/2"@ 0.15 0.15 2 1/2"@ 0.30 1/2"@ 0.15 2 1 3/8"@0.30 0.45 0.10 0.60 0.10 0.25 Espesor= 0.12 S/C =200.00 kg/m2 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 3/8"@0.30 \U+2205 3/8"@0.30 4 5 1/2"@ 0.15 9 1/2"@ 0.15 3/8"@0.30 16 Espesor= 0.125 Paso = 0.25 Contrapaso = 0.176 1/2"@ 0.15 \U+2205 13 1/2"@0.25 e=.125 \U+2205 3/8"@0.30 \U+2205 1/2"@ 0.30 1/2"@ 0.15 0.30 0.30 3 DE INGRESO ESCALERA PRINCIPAL E = 1/25 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Paso = 0.25 Contrapaso = 0175 PRIMER TRAMO 3/8"@0.30 1/2"@ 0.15 0.15 2 1/2"@ 0.30 1/2"@ 0.15 2 1 3/8"@0.30 0.45 0.10 0.60 0.10 0.25 Espesor= 0.12 S/C =200.00 kg/m2 E = 1/25 1/2"@0.25 \U+2205 3/8"@0.30 \U+2205 \U+2205 e=.125 1/2"@0.25 24 \U+2205 1/2"@ 0.15 3/8"@0.30 1/2"@ 0.15 Contrapaso = 0.176 Paso = 0.25 Espesor= 0.125 3/8"@0.30 28 33 3/8"@0.30 1/2"@ 0.15 20 1/2"@ 0.15 18 17 3/8"@0.30 \U+2205 3/8"@0.30 \U+2205 3/8"@0.30 1/2"@ 0.15 0.30 0.30 Espesor= 0.12 3/8"@0.30 0.60 16 19 Paso = 0.25 Contrapaso = 0.183 3/8"@0.30 \U+2205 \U+2205 3/8"@0.30 \U+2205 TERCER TRAMO 1/2"@ 0.175 22 24 1/2"@0.25 \U+2205 1/2"@0.25 \U+2205 3/8"@0.30 1.60 0.15 0.25 \U+2205 3/8"@0.30 1/2"@ 0.15 Espesor= 0.12 Paso = 0.25 Contrapaso = 0175 CUARTO TRAMO 3/8"@0.30 1/2"@ 0.15 1/2"@ 0.15 2 1/2"@ 0.30 0.20 25 28 30 0.20 3/8"@0.30 0.30 3/8"@0.30 0.10 0.60 0.10 0.45 3/8"@0.30 1 2 1/2"@ 0.15 4 1/2"@ 0.15 11 Espesor= 0.125 Paso = 0.25 Contrapaso = 0.176 1/2"@ 0.15 8 1/2"@0.25 e=.125 0.30 13 1/2"@0.25 0.30 0.30 d3/8"@0.20 3/8"@0.30 3/8"@0.30 3/8"@0.30 6

Language	Spanish
Drawing Type	Model
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, degrau, DWG, échelle, escada, escalier, étape, FOUNDATION, ground, ladder, leiter, model, models, staircase, stairs, stairway, step, stufen, treppe, treppen, types