Ramp Details DWG Detail for AutoCAD

Ramp Details DWG Detail for AutoCAD

Ramp Details

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

first name, content, approved, c.i.v., mod., approve, date, by, Presented, reviewed, date, c.i.v., responsable, reviewed, Drawn, c.i.v., designed, page:, lamina modification, contract section, AC. metro teques, construction management, Bolivarian Republic of Venezuela, ministry of popular power for infrastructure, consortium metro los teques, cmlte, steel, reinforcement:, concrete:, quality of materials, code, reference planes, description, metrobus operator geometry beam head, metrobus operator beam section, metobus operator structure level plant roof straps, methobus operator isometric structure, code, reference planes, description, the station of the ramp, season section of slab section, esatacion the section of slab section stairway detail, season section of slab section, Quota, section, steel, reinforcement:, concrete:, quality of materials, code, reference planes, description, reinforcement geometry, section, letter, reinforcement geometry, section, section, approved, c.i.v., mod., approve, date, by, Presented, reviewed, date, c.i.v., responsable, reviewed, Drawn, c.i.v., designed, page:, lamina modification, contract section, by, xxxxxxxx.dwg, mod., date, Presented, approve, AC. metro teques, reviewed, responsable, date:, date, designed:, reviewed, Drawn, designed, Drawn, construction management, Bolivarian Republic of Venezuela, ministry of infrastructure, consortium metro los teques, cmlte, xx.xxx, c.i.v .:, xx.xxx, reviewed:, c.i.v .:, xx.xxx, reviewed:, approved:, linea: teques, Location, plant, page, lamina modification, contract section, contract, eschor, to escort, flat, bent, Margin of, bent, Margin of, bent, Margin of, bent, Margin of, bent, Margin of, bent, Margin of, bent, Margin of, bent, Margin of, bent, Margin of, bent, Margin of, bent, cmlte, consortium metro los teques, upper steel, stainless steel, fixed ladder, mechanical stair, tank washing machine, service stairs, mezzanine projection, laminated glass, curb, variable of, variable of, Floor tile, anchor head, upper steel, stainless steel, upper steel, stainless steel, variable of, variable of, variable of, variable of, letter, letter, existing head, existing head, plant, steel, reinforcement:, concrete:, quality of materials, code, reference planes, description, plotting scale, section, section, detail, letter, approved, c.i.v., mod., approve, date, by, Presented, reviewed, date, c.i.v., responsable, reviewed, Drawn, c.i.v., designed, page:, lamina modification, contract section

Raw text data extracted from CAD file:

\A1;1.00 \A1;1.00 \A1;1.00 \A1;1.50 \A1;0.20 1:XXX NOMBRE CONTENIDO APROBADO APROBADO C.I.V. MOD. APROB. FECHA POR PRESENTADO D E S C R I P C I O N REVISADO FECHA C.I.V. RESPONSABLE REVISADO REVISADO DIBUJADO C.I.V. DISEÑADO PAGINA: LAMINA N° - MODIFICACION N° CONTRATO N° - SECCION N° C.A. METRO LOS TEQUES GERENCIA DE CONSTRUCCION REPUBLICA BOLIVARIANA DE VENEZUELA MINISTERIO DEL PODER POPULAR PARA LA INFRAESTRUCTURA ESCALA(S): Consorcio Metro Los Teques CMLTe \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.17 \A1;0.17 \A1;8.05 \A1;1.40 \A1;5.10 \A1;1.55 \A1;3.08 \A1;0.20 \A1;1.65 \A1;0.20 \A1;0.91 \A1;1.50 \A1;1.50 ACERO DE REFUERZO: Fy=4200 Kg/cm2 CONCRETO: f'c=250 Kg/cm2 CALIDAD DE LOS MATERIALES IS-162 (AT-01) CODIGO PLANOS DE REFERENCIA DESCRIPCION OPERADORA DE METROBUS EL CHORRITO, CABEZAL TIPO C-1, GEOMETRIA Y REFUERZO, VIGA VR-1 IS-161 (AT-01) OPERADORA DE METROBUS EL CHORRITO, VIGA VR-2, SECCION B-B Y C-C OPERADORA DE METOBUS EL CHORRITO, ESTRUCTURA METALICA, PLANTA NIVEL CORREAS DE TECHO OPERADORA DE METOBUS EL CHORRITO, ESTRUCTURA METALICA, ISOMETRICO IS-163 (AT-01) IS-164 (AT-01) \A1;1.00 \A1;1.45 \A1;1.95 \A1;0.60 \A1;2.30 \A1;1.10 \A1;0.20 \A1;7.85 IS-162 (AT-01) CODIGO PLANOS DE REFERENCIA DESCRIPCION ESTACION EL TAMBOR, PLANTA DE UBICACION DE RAMPA Y ESCALERA DE ACCESO IS-161 (AT-01) ESTACION EL TAMBOR, TRAMO DE LOSA 1 RAMPA, SECCION A-A Y B-B ESATACION EL TAMBOR, TRAMO DE LOSA 3 ESCALERA, SECCION A-A Y B-A, DETALLE DE ESCALERA ESTACION EL TAMBOR, TRAMO DE LOSA 2 RAMPA, SECCION A-A Y B-B IS-163 (AT-01) IS-164 (AT-01) \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;0.30 \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;0.15 \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.20 \A1;0.20 \A1;7.85 \A1;1.20 \A1;0.20 A COTA NUMERO-LETRA \A1;0.15 \A1;3.54 \A1;1.65 \A1;1.00 \A1;0.91 \A1;0.20 \A1;3.28 \A1;variable de 3.28 a 0.91 \A1;1.00 \A1;0.15 \A1;0.11 \A1;0.56 \A1;2.04 \A1;0.20 \A1;0.11 \A1;0.56 \A1;5.10 \A1;1.50 \A1;0.10 \A1;1.35 \A1;0.20 \A1;variable de 3.28 a 0.91 \A1;0.20 \A1;variable de 0.91 a 0.20 \A1;0.15 SECCION A-A ESC.1:25 ACERO DE REFUERZO: Fy=4200 Kg/cm2 CONCRETO: f'c=250 Kg/cm2 CALIDAD DE LOS MATERIALES CODIGO PLANOS DE REFERENCIA DESCRIPCION GEOMETRIA Y REFUERZO SECCION ESC.1:25 LETRA LETRA LETRA LETRA IS-530 X GEOMETRIA Y REFUERZO SECCION ESC.1:25 IS-530 X SECCION B-B ESC.1:25 APROBADO APROBADO C.I.V. MOD. APROB. FECHA POR PRESENTADO D E S C R I P C I O N REVISADO FECHA C.I.V. RESPONSABLE REVISADO REVISADO DIBUJADO C.I.V. DISEÑADO PAGINA: LAMINA N° - MODIFICACION N° CONTRATO N° - SECCION N° ESCALA(S): \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.17 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.17 \A1;0.27 \A1;0.30 \A1;1.00 \A1;0.27 \A1;0.30 \A1;1.20 \A1;1.20 \A1;1.50 \A1;4.41 \A1;1.00 \A1;1.30 POR XXXXXXXX.DWG MOD. FECHA PRESENTADO APROB. C.A. METRO LOS TEQUES D E S C R I P C I O N REVISADO RESPONSABLE RESPONSABLE FECHA: FECHA DISEÑADO: REVISADO DIBUJADO DISENADO DIBUJADO GERENCIA DE CONSTRUCCION REPUBLICA BOLIVARIANA DE VENEZUELA MINISTERIO DE INFRAESTRUCTURA Consorcio Metro Los Teques CMLTe XX.XXX C.I.V.: XX.XXX REVISADO: C.I.V.: C.I.V.: XX.XXX REVISADO: APROBADO: APROBADO: LINEA: LAS ADJUNTAS-LOS TEQUES TRAMO1 UBICACION 1 UBICACION PLANTA UBICACION3 UBICACION2 PAGINA N° PAGINA 111111.DWG ESCALA(S): LAMINA N° - MODIFICACION N° CONTRATO N° - SECCION N° CONTRATO ESCHOR ESCVER PLANO H: V: DOBLADO MARGEN DE MARGEN DE DOBLADO MARGEN DE DOBLADO MARGEN DE DOBLADO MARGEN DE DOBLADO MARGEN DE DOBLADO DOBLADO MARGEN DE DOBLADO MARGEN DE DOBLADO MARGEN DE DOBLADO MARGEN DE DOBLADO MARGEN DE MARGEN DE DOBLADO CMLTe Consorcio Metro Los Teques 1.00 5 5 s s s 1d1"c/.10 x4.20 1d1"c/.10 x 5.55 1d1"c/.10 1d1"c/.10 x6.25 2.73 2.10 6.25 1d3/4"c/.10 x 3.25 1.12 3.60 0.60 3.00 3.20 2.20 0.15 1d3/4"c/.10 X 4.00 5 5 1.45 1.45 ACERO SUPERIOR ACERO INFERIOR s s s s 1d5/8"c/.20 x 1.35 0.60 0.65 0.72 0.60 1.03 1d5/8"c/.20 1d3/8"c/.20 1d3/8"c/.20 s 5 5 5 5 5 5 5 5 s 5 5 5 5 5 5 5 A-5 A-7 8 1145,67 7 6' 6 5' ESCALERA FIJA Nº1 A-30 5 ESCALERA MECANICA Nº1 1145,67 TANQUILLA PARA LAVADO DE BATERIAS ESCALERA DE SERVICIO Nº1 1146.15 1146.15 PROYECCION MEZZANINA PROYECCION MEZZANINA PROYECCION MEZZANINA PROYECCION MEZZANINA VIDRIO LAMINADO VIDRIO LAMINADO BROCAL h=0.20 8 1144,10 1144,10 1143.67 5 8 5 8 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 5 5 5 5 1143.67 5 5 5 5 +1142.15 (T.D.E.) +1142.30 (T.P.A.) 1143.67 1143.67 5 1143.67 5 1143.67 +1142.82 5 1143.67 1143.67 +1145.19 +1144.99 0.55 5 0.60 0.15 1d3/4"c/.10x2.35 0.20 0.95 0.95 s 1d5/8"c/.20 x 1.35 1d3/4"c/.10x1.25 s s 1.00 1.00 s 1d1"c/.10 x 2.00 s s s +1146.10 5 5 5 0.13 s s s s s s s s s 1d5/8"c/.20 x 1.71 1d5/8"c/.20 x 1.71 s s variable de 3.28 a 0.91 0.40 1d5/8"c/.20 x variable de 3.82 a 1.26 variable de 3.42 a 0.86 s 1d1/2"c/.20 s 5 5 s s 5 5 +1144.99 +1145.95 LOSA DE PISO 5 5 5 5 ANCLAR EN CABEZAL +1142.82 5 5 5 5 1.00 1.96 1d1/2"c/.20 x 4.22 1d1/2"c/.20 x 4.18 ACERO SUPERIOR ACERO INFERIOR 0.15 0.15 0.14 0.14 2.93 1.93 0.50 0.50 1d1/2"c/.20 x 1.00 1d1"c/.10 x 9.18 0.88 1.13 1.66 1d1"c/.10 x 9.18 6.20 6.20 ACERO SUPERIOR ACERO INFERIOR 1.41 0.14 0.14 0.30 5 1.45 1.45 0.13 1d5/8"c/.20 x 1.71 1d5/8"c/.20 x 1.71 s s variable de 3.28 a 0.91 0.40 1d5/8"c/.20 x variable de 3.82 a 1.26 variable de 3.42 a 0.86 s s s 1d1/2"c/.20 s 0.30 0.72 0.95 0.13 0.30 0.30 0.30 0.95 s s s s s s s 1d5/8"c/.20 x 1.21 s s 1d3/4"c/.20 x 1.32 s s s s s s 1.00 1.00 s 1d1"c/.10 x 2.00 1.00 1.00 s 1d1"c/.10 x 2.00 5 1.45 1.45 0.13 0.13 s variable de 0.91 a 0.20 0.40 1d1/2"c/.20 x variable de 1.46 a 0.55 variable de 1.06 a 0.15 s 1d1/2"c/.20 s s s 0.13 0.13 0.13 0.13 0.13 1d5/8"c/.20 x 1.21 0.20 0.20 0.20 0.13 0.13 0.13 1d5/8"c/.20 x 1.71 1d5/8"c/.20 x 1.71 5 LETRA LETRA LETRA LETRA LETRA 1d3/8"c/.15 0.52 0.30 0.15 0.15 1d3/8"c/.20 x 1.12 5 5 5 5 5 1143.67 1143.67 1143.67 1143.67 1143.67 1143.67 1143.67 1143.67 LETRA LETRA LETRA LETRA LETRA \A1;3.54 \A1;0.56 \A1;0.11 \A1;1.65 \A1;1.50 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.00 \A1;0.15 \A1;1.50 \A1;5.10 \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;0.30 \A1;1.35 \A1;0.20 \A1;1.20 +1142.30 (T.P.A.) +1142.15 (T.D.E.) \A1;0.60 \A1;1.95 \A1;1.45 \A1;1.10 \A1;2.30 \A1;0.20 \A1;7.85 \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;0.15 0.10 \A1;0.20 CABEZAL EXISTENTE 5 5 5 5 5 s 5 5 5 5 5 5 5 5 5 CABEZAL EXISTENTE 5 5 0.72 1d3/4"c/.20 x 1.32 s 0.13 0.13 0.13 0.30 PLANTA ESC.1:50 ACERO DE REFUERZO: Fy=4200 Kg/cm2 CONCRETO: f'c=250 Kg/cm2 CALIDAD DE LOS MATERIALES CODIGO PLANOS DE REFERENCIA DESCRIPCION ESCALA DE PLOTEO 1:1 SECCION A-A ESC.1:25 SECCION B-B ESC.1:25 IS-531 IS-531 X X - X DETALLE 1 ESC.1:12.5 LETRA LETRA LETRA LETRA APROBADO APROBADO C.I.V. MOD. APROB. FECHA POR PRESENTADO D E S C R I P C I O N REVISADO FECHA C.I.V. RESPONSABLE REVISADO REVISADO DIBUJADO C.I.V. DISEÑADO PAGINA: LAMINA N° - MODIFICACION N° CONTRATO N° - SECCION N° ESCALA(S):

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