Merallic Stairway DWG Detail for AutoCAD

Merallic Stairway DWG Detail for AutoCAD

Construction detail of stairway with measures ,materials – etc.

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

structural analysis, juan josé elmo bordallo carlos heredia martín jesus pérez duque josé espejo lucena, construction period. Sevillian building course of group o.t.a.i.s.a. Seville, date, exercise nº, subgroup, scale, closed down, stiffening plate., corner, plate on head., support, support for, plate on base., legend, reinforcing sheet., profile, support for, reference, section and:, section and:, closed down, stiffening plate., reference, corner, plate on head., support, support for, plate on base., legend, reinforcing sheet., profile, support for, section and:, reference, section and:, closed down, stiffening plate., reference, corner, plate on head., support, support for, plate on base., legend, reinforcing sheet., profile, support for, section and:, reference, new structural staircase, new structural staircase, location., hollow profile, corner, support, support for, legend, profile, stiffening plate., profile, folded steel sheet, mm. anti-slip.

Raw text data extracted from CAD file:

15.6 7.8 7.8 -140.2403697643234 -140.2403697643234 -140.2403697643234 ANÁLISIS ESTRUCTURAL JUAN JOSÉ OLMO BORDALLO CARLOS HEREDIA MARTÍN JESUS PÉREZ DUQUE JOSÉ ESPEJO LUCENA CONSTRUCCIÓN 3 (98). 1º Cuatrimestre. CURSO 2002/03 EDIFICIO SEVILLANA DE ELECTRICIDAD, Grupo O.T.A.I.S.A. Sevilla 1971 3º E, E3 FECHA 30-10-2002 EJERCICIO Nº SUBGRUPO 1.3 ESCALA 2UPN-220 CERRADOS EMPRESILLADOS 2UPN-300 CERRADOS EMPRESILLADOS PLACA DE RIGIDIZACIÓN. CANTONERA IPE-100 PLACA EN CABEZA. SOPORTE HEM-280 APOYO IPN-200 IPN-360 PLACA EN BASE. 7 1 2 3 4 5 6 8 9 LEYENDA CHAPA DE REFUERZO. PERFIL L-60.10 APOYO IPN-160 17 15 14 13 12 11 10 18 REFERENCIA 4 SECCIÓN C-C´. E: 1/20 7.8 7.8 3.35 3.35 -171.5013190707881 -171.5013190707881 5 -171.5013190707881 4 -171.5013190707881 12 11 1 9 8 4 8 4 4 4 C' C 4 1 11 11 11 10 4 4 2 4 1 B´ B 11 7 6 5 4 4 3 A´ A 5 SECCIÓN C-C´. E: 1/20 2UPN-220 CERRADOS EMPRESILLADOS 2UPN-300 CERRADOS EMPRESILLADOS PLACA DE RIGIDIZACIÓN. 8 REFERENCIA 4 11 CANTONERA IPE-100 PLACA EN CABEZA. SOPORTE HEM-280 APOYO IPN-200 IPN-360 PLACA EN BASE. 7 1 2 3 4 5 6 8 9 LEYENDA 11 5 3 2 CHAPA DE REFUERZO. PERFIL L-60.10 APOYO IPN-160 17 15 14 13 12 11 10 18 SECCIÓN B-B´. E: 1/20 SECCIÓN A-A´. E: 1/20 REFERENCIA 5 11 1 4 9 7.8 7.8 3.35 3.35 -171.5013190707881 -171.5013190707881 5 -171.5013190707881 4 -171.5013190707881 12 11 1 9 8 4 8 4 4 4 C' C 4 1 11 11 11 10 4 4 2 4 1 B´ B 11 7 6 5 4 4 3 A´ A 5 SECCIÓN C-C´. E: 1/20 2UPN-220 CERRADOS EMPRESILLADOS 2UPN-300 CERRADOS EMPRESILLADOS PLACA DE RIGIDIZACIÓN. 8 REFERENCIA 4 11 CANTONERA IPE-100 PLACA EN CABEZA. SOPORTE HEM-280 APOYO IPN-200 IPN-360 PLACA EN BASE. 7 1 2 3 4 5 6 8 9 LEYENDA 11 5 3 2 CHAPA DE REFUERZO. PERFIL L-60.10 APOYO IPN-160 17 15 14 13 12 11 10 18 SECCIÓN B-B´. E: 1/20 SECCIÓN A-A´. E: 1/20 REFERENCIA 5 11 1 4 9 4.08 2 3 1 1 1.6 2 0.27 0.17 \fTimes New Roman|b0|i0|c0|p18;SECCION ESTRUCTURAL DE ESCALERA 4.08 2 3 1 1 \fVerdana|b0|i0|c0|p34;9 \fVerdana|b0|i0|c0|p34;8 \fVerdana|b0|i0|c0|p34;7 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;11 9 \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;6 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;3 \fVerdana|b0|i0|c0|p34;9 \fVerdana|b0|i0|c0|p34;8 \fVerdana|b0|i0|c0|p34;7 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;7 \fVerdana|b0|i0|c0|p34;1 1.6 2 0.27 \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;1 \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;3 \fVerdana|b0|i0|c0|p34;8 \fVerdana|b0|i0|c0|p34;7 \fVerdana|b0|i0|c0|p34;6 \fVerdana|b0|i0|c0|p34;9 \fVerdana|b0|i0|c0|p34;12 \fVerdana|b0|i0|c0|p34;11 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;22 \fVerdana|b0|i0|c0|p34;23 \fVerdana|b0|i0|c0|p34;19 \fVerdana|b0|i0|c0|p34;20 \fVerdana|b0|i0|c0|p34;21 \fVerdana|b0|i0|c0|p34;16 \fVerdana|b0|i0|c0|p34;17 \fVerdana|b0|i0|c0|p34;18 \fVerdana|b0|i0|c0|p34;15 \fVerdana|b0|i0|c0|p34;13 \fVerdana|b0|i0|c0|p34;14 \fVerdana|b0|i0|c0|p34;24 \fTimes New Roman|b0|i0|c0|p18;PLANTA ESTRUCTURAL DE ESCALERA \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;3 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;6 \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;4 LOCALIZACIÓN. PERFIL HUECO CUADRADO-140.5 CANTONERA IPE-100 SOPORTE HEM-280 APOYO IPN-200 IPN-360 7 1 2 3 4 5 6 8 9 LEYENDA PERFIL L-60.10 11 10 IPN-200 IPN-160 PLACA DE RIGIDIZACIÓN. PERFIL L-60.10 PLANCHA DE ACERO PLEGADA 0.17 e= 2 mm. ANTIDESLIZANTE.

Language	Spanish
Drawing Type	Detail
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, construction, degrau, DETAIL, DWG, échelle, escada, escalier, étape, ladder, leiter, materials, Measures, staircase, stairway, step, stufen, treppe, treppen