Escalera Hormigion DWG Section for AutoCAD

Details cuts concrete staircase 2 sections

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

N.p.t, N.p.t, N.p.t, N.p.t, N.p.t, N.p.t, N.p.t, Cut, Lamina:, Teacher: arq.bascones, Course: building ii, Planes: stairs, Student: castro magali, Urban architecture university, Scale:, Armed with stairs, N.p.t, Staircase detail, First floor, Second floor, Cut, F. Main, F. Main, Wide, Welded plate., At the base., Soldier plates for filling, Anchor, Plate of, Grooved grout, Stuffed with, Soldier plaques, To receive tube of, Tube of, Soldier plaques, To receive tube of, Wide, Welded plate, Npt, Steel plate, Round tube of, Plate, Steel balustrade, N.p.t, N.p.t, Perspective detail, Axial cutting detail, Detail profile, Railing design, F. Main, Ceramic floor, Lamina:, Teacher: arq.bascones, Course: building ii, Planes: stairs, Student: castro magali, Urban architecture university, Scale:

Raw text data extracted from CAD file:

.90 .90 .90 .15 2.80 .15 .90 .25 .25 .25 .25 .90 .90 .15 2.80 .15 .90 .25 .25 .25 .25 .90 \A1;.40 \A1;.30 \A1;.17 \A1;.25 \A1;.20 \A1;.30 \A1;.90 \A1;.90 \A1;.15 \A1;2.70 \A1;.15 \A1;.90 \A1;.90 \A1;1.90 \A1;2.40 \A1;.90 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.90 \A1;1.00 \A1;.15 \A1;2.80 \A1;.15 \A1;.25 \A1;.25 \A1;1.90 \A1;1.00 \A1;.25 \A1;2.40 \A1;.25 \A1;.25 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;1.08 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.28 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.40 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;1.90 \A1;.17 \A1;.46 \A1;.46 \A1;.52 \A1;.90 \A1;.15 \A1;2.70 \A1;.15 \A1;.90 \A1;.90 \A1;1.90 \A1;2.40 \A1;.90 \A1;.30 \A1;.30 \A1;.20 \A1;.40 \A1;.90 \A1;.90 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.03 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 -19.14127248841967 5 6 7 8 9 12 13 10 14 1 2 3 4 C C .90 .90 0.1499999999999631 2.699999999999918 0.1500000000000909 5 5 1.899856856119033 2.399476920442063 0.8999999999999986 0.2499999999999787 0.25 0.2499999999999964 0.2500000000000036 11 15 2 1 1 2 3 3 1 2 3 4 5 + 0.30 N.P.T + 0.30 N.P.T + 1.30 N.P.T + 2.00 N.P.T + 1.15 N.P.T 5 6 7 8 + 2.85 N.P.T + 2.00 N.P.T 11 12 13 14 15 5 5 5 5 CORTE 2 CORTE 3 01 Lamina: Profesor: ARQ.BASCONES Curso: EDIFICACION II Planos: ESCALERA Alumno: CASTRO VARAS, MAGALI UNIVERSIDAD RICARDOPALMA-FACULTAD DE ARQUITECTURA Y URBANISMO ESCALA: 1 / 20 A A B B 0.1500000000000483 0.900000000000091 0.9999999999997016 0.1500000000000909 2.799999999999812 0.1500000000000909 0.25 0.25 1.899999999999977 0.9999999999999787 0.2500000000000178 2.400000000000006 0.2500000000000071 0.2499999999999893 ARMADO DE ESCALERA + 0.30 N.P.T 0.1639999999999873 0.1639999999999873 0.1640000000000299 0.1640000000000299 0.1640000000000157 1.079999999999671 0.1639999999999731 0.1640000000000157 0.1640000000000299 0.1640000000000157 0.1640000000000867 0.2800000000000118 0.3000000000000007 0.3000000000000007 0.3000000000000007 0.3000000000000007 0.3000000000000007 0.3999999999999986 0.1639999999999944 0.1640000000000121 0.1639999999999695 0.1640000000000086 0.1640000000000015 1.899999999999967 DETALLE DE ESCALERA 1/2 0.1699999999999973 0.4600000000000009 1 2 4 3 5 6 14 13 12 11 10 9 8 7 1 2 1 2 1 2 14 13 12 11 10 9 1 2 3 4 5 6 7 8 PRIMERA PLANTA SEGUNDA PLANTA J S C K P E D D D CORTE 1 .98 .40 F. PRINCIPAL .25 .20 .60 .30 .10 .20 .20 .20 .25 .17 .03 .10 .14 .10 .03 .40 .80 6 5 0.4600000000000009 0.5199992858260671 5 7 8 9 10 C C .90 0.1499999999999631 2.699999999999918 0.1500000000000909 5 5 1.899856856119033 2.399476920442064 0.8999999999999986 0.2994181062685275 0.2991557936699731 2 1 1 2 3 3 F. PRINCIPAL F. PRINCIPAL 0.1983591765742929 0.4000000000000004 5 3/4″ 0.85 2″ X 1/2″ DE ANCHO SOLDADA A PLACA. 11/2″ 1/2″ 1/2″ EN LA BASE. SOLDADO A PLACAS PARA RELLENO ANCLA PLACA DE 15x15x1.3CMS. 0.076 0.08 RANURADO DE 1/2″ EN SOLERA RELLENA CON SOLDADURA, SOLDADO A PLACAS PARA RECIBIR TUBO DE 11/2″ TUBO DE 11/2″ SOLDADO A PLACAS PARA RECIBIR TUBO DE 11/2″ DE ANCHO SOLDADA A PLACA 0.85 0.85 NPT PLACA DE ACERO 0.08 0.05 0.04 TUBO REDONDO DE ACERO, 3/4″ TUBO REDONDO DE ACERO, 3/4″ TUBO REDONDO DE ACERO, 3/4″ PLACA ACERO, 21/2″ X 1/2″ BALAUSTRE ACERO + 0.30 N.P.T + 0.30 N.P.T + 1.30 DETALLE PERSPECTIVA DETALLE CORTE AXIAL DETALLE PERFIL DISEÑO DE BARANDA F. PRINCIPAL PISO CERAMICO 20X20cm PISO CERAMICO 20X20cm 01 Lamina: Profesor: ARQ.BASCONES Curso: EDIFICACION II Planos: ESCALERA Alumno: CASTRO VARAS, MAGALI UNIVERSIDAD RICARDOPALMA-FACULTAD DE ARQUITECTURA Y URBANISMO ESCALA: 1 / 20 5 0.1317000000000021 0.1317000000000021 0.1317000000000021 0.1317000000000021 0.1317000000000021 0.1317000000000021 0.0299999993199194