Stairway DWG Block for AutoCAD

Franciscan stairway rebuilding at ex Convent of Mexico

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

Stair cut, Staircase plant, masonry walls, reinforcement of walls, Actual state, with masonry, reinforced concrete slabs, with reinforced concrete chains, mts reinforced concrete slab, with rod in both directions, reinforcements to that of the clearing., mts reinforced concrete block, armed with stirrup rods, of mts on masonry wall., thick enclosure steps, seated on clay partition, flattened with a burnished mixture, cantilever steps, mts tracks, N.p.t., goes up, steel beams of, vase

Raw text data extracted from CAD file:

\A1;1.65 \A1;2.10 \A1;1.44 \A1;4.97 \A1;1.66 \A1;3.13 \A1;3.50 \A1;1.65 \A1;2.19 \A1;4.00 \A1;1.07 \A1;0.76 \A1;0.37 \A1;0.30 \A1;1.33 \A1;0.56 \A1;0.56 \A1;1.07 \A1;0.56 \A1;1.95 \A1;0.56 \A1;1.38 \A1;0.30 \A1;1.65 \A1;1.55 \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;3.95 \A1;1.65 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.22 \A1;0.30 \A1;1.55 \A1;0.30 \A1;1.50 \A1;0.35 \A1;3.35 \A1;0.35 \A1;3.84 \A1;1.65 \A1;0.30 \A1;1.54 \A1;0.35 \A1;1.45 \A1;0.37 \A1;1.49 \A1;0.34 \A1;0.35 \A1;1.65 \A1;0.30 \A1;1.54 \A1;0.35 \A1;0.30 \A1;0.37 \A1;1.36 \A1;0.11 \A1;1.75 \A1;1.45 \A1;0.30 \A1;1.47 CORTE ESCALERA 1.65099594433832 2.099999999999909 1.440788813103154 4.96599999999512 1.655999999999608 3.127999999999474 3.495999999999412 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 19 18 PLANTA ESCALERA MUROS DE MAMPOSTERIA REFUERZO DE MUROS ESTADO ACTUAL CON MAMPOSTERIA 1.650954099635783 2.190000000000055 3.999999999994316 1.07000000000005 0.7599999999999909 0.3700000000000045 0.3000000000001819 1.329999999999927 0.5599999999999454 0.5599999999999454 1.070000000000164 0.5599999999999454 1.950000000000273 0.5599999999999454 1.377648020865308 0.2999999999984766 1.650954099635783 1.550000000000182 0.3000000000001819 0.2999999999997272 0.3000000000001819 0.2999999999997272 0.3000000000001819 0.3000000000001819 0.2999999999997272 0.3000000000001819 3.950000000000273 1.650000000000091 0.3000000000001819 0.3000000000001819 0.3000000000001819 0.3000000000001819 0.3000000000001819 0.3000000000001819 5.217676196628418 0.2999999999923375 1.550000000000409 0.3000000000001819 1.499999999999432 0.3500000000000227 3.350000000000023 0.3499999999999091 3.840000000000146 1.650083491937949 0.3000000000001819 1.539999999999964 0.3499999999999091 1.449999999994702 0.3700000000000045 1.490000000000009 0.3400000000000318 0.3499999999999091 1.650934429758763 0.3000000000001819 1.539999999999964 0.3499999999999091 0.2999137314523068 0.3700000000000045 LOSAS DE CONCRETO ARMADO CON CADENAS DE CONCRETO ARMADO LOSA DE CONCRETO ARMADO DE 0.10 MTS L CON VARILLA DE 3/8″ EN AMBOS SENTIDOS Y REFUERZOS AL 1/4 DEL CLARO. TRABE DE CONCRETO ARMADO DE 0.15 x 0.20 mts ARMADO CON 4 VARILLAS DE 1/2″ Y ESTRIBOS DE 5/16″ @ 0.15 MTS SOBRE MURO DE MAMPOSTERIA. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 19 18 ESCALONES DE RECINTO DE 0.025 DE ESPESOR ASENTADOS SOBRE TABIQUE DE BARRO APLANADO EN PERALTE CON MEZCLA Y BRUÑIDO 29 ESCALONES DE .184 DE PERALTE Y HUELLAS DE 0.30 MTS 1.359558801942057 17 20 N.P.T. + 1.566 N.P.T. + 3.12 N.P.T. +3.49 N.P.T. + 4.97 N.P.T. + 0.00 0.1120064675275216 SUBE 1.750000000000455 1.445632891344758 0.2999999999992724 1.470288577841529 17 20 3 VIGUETAS DE ACERO DE 8″ x 4″ V.ACERO V.ACERO V.ACERO