Complete Building Steel Structure DWG Detail for AutoCAD

Construction details – Fundatioons – Union among different elements

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

plant, i.p.e., i.p.e., i.p.e., i.p.e., i.p.e., i.p.e., reviews:, scale:, date:, c.a., location bylamar, project hotel guaiqueri suites ii, draft:, owner, calculation:, edo new sparta, hotel residences guaiqueri suites c.a, calculation:, flat:, mezzanine level, kind, ipe, ipe, hea, heb, hea, heb, hea, heb, ipe, mezzanine level plant, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, level plant, level plant, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, ipe, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, level plant, hea, electricity:, sanitary, mezzanine, structure, levels levels, finished details, architecture, structure:, drawing, reviewed, north, work team, Location:, owner:, series:, content, date:, draft:, Total sheets:, sheet, plant, i.p.e., i.p.e., i.p.e., i.p.e., i.p.e., i.p.e., reviews:, scale:, date:, c.a., location bylamar, project hotel guaiqueri suites ii, draft:, owner, calculation:, edo new sparta, hotel residences guaiqueri suites c.a, calculation:, flat:, mezzanine level, kind, hea, level plant, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, ipe, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, level plant, hea, plant machine room, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, heb, ipe, ipe, plant ceiling machine room, ipe, heb, ipe, heb, ipe, sheet, Total sheets:, draft:, date:, content, series:, owner:, Location:, work team, north, reviewed, drawing, structure:, architecture, finished details, levels levels, structure, room levels, sanitary, electricity:, roof machines, plant, i.p.e., i.p.e., reviews:, scale:, date:, c.a., location bylamar, project hotel guaiqueri suites ii, draft:, owner, calculation:, edo new sparta, hotel residences guaiqueri suites c.a, calculation:, flat:, portico, ipe, heb, hea, ipe, heb, hea, ipe, heb, hea, ipe, heb, hea, cough., stump, cough., stump, cough., portico, ipe, hea, heb, hea, heb, hea, heb, hea, heb, hea, heb, stump, cough., portico, stump, ipe, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, ipe, portico, portico, cough., stump, cough., sheet, Total sheets:, draft:, date:, content, series:, owner:, Location:, work team, north, reviewed, drawing, structure:, architecture, finished details, porticos, structure, sanitary, electricity:, plant, i.p.e., i.p.e., reviews:, scale:, date:, c.a., location bylamar, project hotel guaiqueri suites ii, draft:, owner, calculation:, edo new sparta, hotel residences guaiqueri suites c.a, calculation:, flat:, portico, ipe, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, cough., portico, ipe, hea, heb, hea, heb, hea, heb, hea, heb, hea, heb, stump, cough., portico, cough., ipe, cough., portico, stump, heb, hea, heb, hea, heb, hea, heb, hea, heb, hea, cough., sheet, Total sheets:, draft:, date:, content, series:, owner:, Location:, work team, north, reviewed, drawing, structure:, architecture, finished details, porticos, structure, sanitary

Raw text data extracted from CAD file:

PLANTA I.P.E. -450- S=98.8cm2 M.=77.6kg/m. I.P.E. -400- S=84.5cm2 M.=66.3kg/m. M.=57.1kg/m. S=72.7cm2 I.P.E. -360- I.P.E. -240- S=39.1cm2 M.=30.7kg/m. \A1;0.7853 -1020285.543394596 \A1;3.57 \A1;2.02 \A1;2.1995 \A1;1.50 \A1;3.32 14 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 M.=36.1kg/m. S=45.9cm2 I.P.E. -270- S=20.1cm2 I.P.E. -160- M.=15.8kg/m. I.P.E. -200- S=28.5cm2 M.=22.4kg/m. 1 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1753 \A1;1753 \A1;1753 \A1;6960 \A1;5220 \A1;5220 \A1;22660 \A1;3980 \A1;516 \A1;4400 \A1;3700 \A1;4600 \A1;4400 \A1;17100 \A1;3507 \A1;1792 \A1;1000 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;6960 \A1;5220 \A1;22660 \A1;17100 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;5220 \A1;4400 \A1;3700 \A1;4600 \A1;4400 \A1;5260 \A1;17100 \A1;4400 \A1;4600 \A1;3700 \A1;4400 \A1;22660 \A1;5220 \A1;5220 \A1;6960 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;6960 \A1;5220 \A1;5220 \A1;22660 \A1;4400 \A1;3700 \A1;4600 \A1;4400 \A1;17100 \A1;3200 \A1;3200 \A1;3200 REVISIONES: ESCALA: FECHA: SISTEMA 2F C.A. UBICACION - PORLAMAR PROYECTO - HOTEL GUAIQUERI SUITES II PROYECTO: PROPIETARIO CALCULO: EDO. NUEVA ESPARTA HOTEL RESIDENCIAS GUAIQUERI SUITES C.A CALCULO: N° PLANO: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-1.dwg \C1;PLANTA NIVEL MEZZANINA \H0.7143x;\l\C7;ESC. 1:75 \C1;PLANTA TIPO \H0.7143x;\l\C7;ESC. 1:75 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C D E 1 2 3 4 5 5 5 5 5 5 5 5 IPE 360 5 5 5 IPE 360 IPE 360 IPE 360 IPE 400 IPE 400 IPE 400 IPE 400 IPE 200 IPE 200 IPE 200 HEA 160 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEA 160 HEB 400 HEB 400 HEA 160 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 360 IPE 360 IPE 270 IPE 270 IPE 160 IPE 160 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 240 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 270 PLANTA NIVEL MEZZANINA 1:75 5 5 5 5 5 5 4 3 2 1 E D C B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A IPE 400 IPE 400 IPE 400 IPE 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 IPE 400 IPE 400 HEB 400 IPE 400 HEB 400 HEB 400 IPE 400 HEB 400 HEB 400 IPE 400 HEB 400 IPE 400 HEB 400 IPE 400 HEB 400 IPE 240 IPE 160 IPE 160 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 360 IPE 360 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 360 IPE 360 IPE 360 IPE 360 PLANTA NIVEL 3 1:75 5 PLANTA NIVEL 4 1:75 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 IPE 160 IPE 160 IPE 240 HEB 400 IPE 400 HEB 400 IPE 400 HEB 400 IPE 400 HEB 400 HEB 400 IPE 400 HEB 400 HEB 400 IPE 400 HEB 400 IPE 400 IPE 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 HEB 400 IPE 400 IPE 400 IPE 400 IPE 400 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C D E 1 2 3 4 5 5 5 5 5 5 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 5 5 5 5 5 5 4 3 2 1 E D C B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A IPE 300 IPE 300 IPE 300 IPE 300 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 IPE 300 IPE 300 HEB 360 IPE 300 HEB 360 HEB 360 IPE 300 HEB 360 HEB 360 IPE 300 HEB 360 IPE 300 HEB 360 IPE 300 HEB 360 IPE 240 IPE 160 IPE 160 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 HEB 360 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 PLANTA NIVEL 5 1:75 HEA 200 HEA 200 HEA 200 HEA 200 5 5 5 D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-1.dwg ELECTRICIDAD: SANITARIAS Mezzanina 3, 4 y 5 ESTRUCTURA Plantas Envigado Niveles DETALLES Y ACABADOS ARQUITECTURA ESTRUCTURA: DIBUJO REVISADO NORTE EQUIPO DE TRABAJO UBICACION: PROPIETARIO: SERIE: CONTENIDO : ESCALA(S): FECHA: PROYECTO: Total Hojas: Hoja N°: E1 AGOSTO, 2006 1 / 75 m PLANTA I.P.E. -450- S=98.8cm2 M.=77.6kg/m. I.P.E. -400- S=84.5cm2 M.=66.3kg/m. M.=57.1kg/m. S=72.7cm2 I.P.E. -360- I.P.E. -240- S=39.1cm2 M.=30.7kg/m. \A1;0.7853 -1020285.543394596 \A1;3.57 \A1;2.02 \A1;2.1995 \A1;1.50 \A1;3.32 14 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 M.=36.1kg/m. S=45.9cm2 I.P.E. -270- S=20.1cm2 I.P.E. -160- M.=15.8kg/m. I.P.E. -200- S=28.5cm2 M.=22.4kg/m. 1 \A1;17100 \A1;4400 \A1;4600 \A1;3700 \A1;4400 \A1;22660 \A1;5220 \A1;5220 \A1;6960 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;6960 \A1;5220 \A1;5220 \A1;22660 \A1;4400 \A1;3700 \A1;4600 \A1;4400 \A1;17100 \A1;17100 \A1;4400 \A1;4600 \A1;3700 \A1;4400 \A1;22660 \A1;5220 \A1;5220 \A1;6960 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;3700 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;1740 \A1;5220 \A1;5220 \A1;10440 \A1;3200 \A1;3200 \A1;3200 REVISIONES: ESCALA: FECHA: SISTEMA 2F C.A. UBICACION - PORLAMAR PROYECTO - HOTEL GUAIQUERI SUITES II PROYECTO: PROPIETARIO CALCULO: EDO. NUEVA ESPARTA HOTEL RESIDENCIAS GUAIQUERI SUITES C.A CALCULO: N° PLANO: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-2.dwg \C1;PLANTA NIVEL MEZZANINA \H0.7143x;\l\C7;ESC. 1:75 \C1;PLANTA TIPO \H0.7143x;\l\C7;ESC. 1:75 HEA 200 PLANTA NIVEL 6 1:75 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 IPE 160 IPE 160 IPE 240 HEB 300 IPE 300 HEB 300 IPE 300 HEB 300 IPE 300 HEB 300 HEB 300 IPE 300 HEB 300 HEB 300 IPE 300 HEB 300 IPE 300 IPE 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 IPE 300 IPE 300 IPE 300 IPE 300 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C D E 1 2 3 4 5 5 5 5 5 5 IPE 360 IPE 360 IPE 360 IPE 360 5 5 5 5 5 5 4 3 2 1 E D C B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A IPE 270 IPE 270 IPE 270 IPE 270 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 IPE 270 IPE 270 HEB 300 IPE 270 HEB 300 HEB 300 IPE 270 HEB 300 HEB 300 IPE 270 HEB 300 IPE 270 HEB 300 IPE 270 HEB 300 IPE 240 IPE 160 IPE 160 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 PLANTA NIVEL 7 1:75 HEA 200 HEA 200 PLANTA SALA DE MAQUINAS 1:75 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 300 IPE 360 IPE 300 IPE 300 IPE 300 IPE 360 IPE 300 IPE 300 IPE 300 IPE 360 IPE 300 IPE 300 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 240 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 IPE 160 IPE 160 IPE 240 HEB 300 IPE 270 HEB 300 IPE 270 HEB 300 IPE 270 HEB 300 HEB 300 IPE 270 HEB 300 HEB 300 IPE 270 HEB 300 IPE 270 IPE 270 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 HEB 300 IPE 270 IPE 270 IPE 270 IPE 270 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C D E 1 2 3 4 5 5 5 5 5 5 IPE 300 IPE 300 PLANTA TECHO SALA DE MAQUINAS 1:75 5 3 4 5 5 5 5 5 5 5 5 5 D C B IPE 270 HEB 300 HEB 300 HEB 300 IPE 270 HEB 300 HEB 300 HEB 300 IPE 270 IPE 240 IPE 240 IPE 240 IPE 240 IPE 270 IPE 270 IPE 270 IPE 270 5 5 5 D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-2.dwg 1 / 75 m AGOSTO, 2006 E2 Hoja N°: Total Hojas: PROYECTO: FECHA: ESCALA(S): CONTENIDO : SERIE: PROPIETARIO: UBICACION: EQUIPO DE TRABAJO NORTE REVISADO DIBUJO ESTRUCTURA: ARQUITECTURA DETALLES Y ACABADOS Plantas Envigado Niveles ESTRUCTURA Niveles 6, 7, Sala de SANITARIAS ELECTRICIDAD: Maquinas y Techo PLANTA ±0.00 I.P.E. -400- S=84.5cm2 M.=66.3kg/m. M.=57.1kg/m. S=72.7cm2 I.P.E. -360- \A1;0.7853 -1020285.543394596 \A1;3.57 \A1;2.02 \A1;2.1995 \A1;1.50 \A1;3.32 14 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 1 \A1;6960 \A1;10440 \A1;5260 \A1;22660 \A1;4425 \A1;3220 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3120 \A1;20 \A1;23505 \A1;22660 \A1;5260 \A1;5220 \A1;6960 \A1;5220 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3120 \A1;4425 \A1;3220 \A1;20 \A1;23505 \A1;22660 \A1;5260 \A1;10440 \A1;6960 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3120 \A1;4425 \A1;3220 \A1;20 \A1;23505 \A1;12000 \A1;6000 \A1;5430 \A1;25 \A1;25 \A1;25 \A1;5430 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3120 \A1;25 \A1;12000 \A1;6000 \A1;4425 \A1;3220 \A1;20 \A1;23505 \A1;25 \A1;5430 \A1;25 \A1;12000 \A1;6000 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;5430 \A1;25 \A1;12000 \A1;6000 \A1;25 \A1;25 \A1;5430 \A1;25 \A1;12000 \A1;6000 \A1;23505 \A1;20 \A1;3120 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3220 \A1;4425 \A1;4400 \A1;3700 \A1;4600 \A1;17100 \A1;4400 REVISIONES: ESCALA: FECHA: SISTEMA 2F C.A. UBICACION - PORLAMAR PROYECTO - HOTEL GUAIQUERI SUITES II PROYECTO: PROPIETARIO CALCULO: EDO. NUEVA ESPARTA HOTEL RESIDENCIAS GUAIQUERI SUITES C.A CALCULO: N° PLANO: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-3.dwg \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 PORTICO 2 PORTICO 1 PORTICO A=E PORTICO 5 E D B 5 5 5 5 A IPE 360 HEB 400 HEB 360 HEA 300 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 300 IPE 300 HEB 400 HEB 360 HEA 300 IPE 360 HEB 400 HEB 360 HEA 300 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 300 IPE 300 HEB 400 HEB 360 HEA 300 5 5 5 5 5 5 5 5 5 TOS. +4.425 TOC. ±0.00 TOS. +7.645 TOS. +10.825 TOS. +14.005 TOS. +17.185 TOS. +20.365 TOS. +23.485 TOC. ±0.00 TOS. +4.425 TOS. +7.645 TOS. +10.825 TOS. +14.005 TOS. +17.185 TOS. +20.365 TOS. +23.485 PORTICO 1 1:75 IPE 400 IPE 400 IPE 400 IPE 400 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 300 IPE 300 IPE 300 IPE 360 IPE 400 IPE 400 IPE 400 IPE 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 A 5 5 5 5 B C D E 5 5 5 5 5 5 5 5 5 5 TOC. ±0.00 TOS. +4.425 TOS. +7.645 TOS. +10.825 TOS. +14.005 TOS. +17.185 TOS. +20.365 TOS. +23.485 A 5 5 5 5 B D E PORTICO 5 1:75 5 5 5 5 5 5 5 5 5 TOC. ±0.00 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 300 IPE 300 IPE 300 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 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 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 IPE 300 IPE 270 IPE 400 IPE 400 IPE 400 IPE 400 IPE 270 IPE 270 IPE 270 IPE 300 IPE 300 IPE 300 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 300 IPE 300 IPE 300 IPE 300 IPE 270 IPE 270 IPE 270 IPE 270 PORTICO 2 1:75 PORTICO A = PORTICO E 1:75 TOS. +4.425 TOS. +7.645 TOS. +10.825 TOS. +14.005 TOS. +17.185 TOS. +20.365 TOS. +23.485 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TOC. ±0.00 TOS. +4.425 TOS. +7.645 TOS. +10.825 TOS. +14.005 TOS. +17.185 TOS. +20.365 TOS. +23.485 4 3 2 5 5 5 5 1 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 5 5 5 5 5 5 5 D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-3.dwg 1 / 75 m AGOSTO, 2006 E3 Hoja N°: Total Hojas: PROYECTO: FECHA: ESCALA(S): CONTENIDO : SERIE: PROPIETARIO: UBICACION: EQUIPO DE TRABAJO NORTE REVISADO DIBUJO ESTRUCTURA: ARQUITECTURA DETALLES Y ACABADOS Porticos 1, 2, A y E ESTRUCTURA SANITARIAS ELECTRICIDAD: PLANTA ±0.00 I.P.E. -400- S=84.5cm2 M.=66.3kg/m. M.=57.1kg/m. S=72.7cm2 I.P.E. -360- \A1;0.7853 -1020285.543394596 \A1;3.57 \A1;2.02 \A1;2.1995 \A1;1.50 \A1;3.32 14 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 1 \A1;6960 \A1;5220 \A1;5260 \A1;22660 \A1;5220 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3120 \A1;4425 \A1;3220 \A1;2940 \A1;26445 \A1;25 \A1;25 \A1;5430 \A1;6000 \A1;12000 \A1;25 \A1;3120 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3220 \A1;4425 \A1;25 \A1;12000 \A1;6000 \A1;5430 \A1;25 \A1;25 \A1;17100 \A1;4600 \A1;3700 \A1;4400 \A1;4400 \A1;20 \A1;26445 \A1;2940 \A1;20 \A1;3200 \A1;4400 \A1;3700 \A1;4600 \A1;15900 \A1;4425 \A1;3220 \A1;3180 \A1;3180 \A1;3180 \A1;3180 \A1;3120 \A1;20 \A1;2940 \A1;26445 \A1;25 \A1;25 \A1;5430 \A1;6000 \A1;12000 \A1;25 REVISIONES: ESCALA: FECHA: SISTEMA 2F C.A. UBICACION - PORLAMAR PROYECTO - HOTEL GUAIQUERI SUITES II PROYECTO: PROPIETARIO CALCULO: EDO. NUEVA ESPARTA HOTEL RESIDENCIAS GUAIQUERI SUITES C.A CALCULO: N° PLANO: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-4.dwg \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;100 \A1;100 \A1;100 PORTICO 3=4 PORTICO B= D PORTICO C 5 E D C B 5 5 5 5 A IPE 400 IPE 400 IPE 400 IPE 400 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 300 IPE 300 IPE 300 IPE 360 IPE 400 IPE 400 IPE 400 IPE 400 IPE 270 IPE 270 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TOS. +4.425 TOS. +7.645 TOS. +10.825 TOS. +14.005 TOS. +17.185 TOS. +20.365 TOS. +23.485 PORTICO 3 = PORTICO 4 1:75 5 5 5 5 5 5 5 5 5 5 5 5 5 IPE 300 IPE 270 IPE 400 IPE 400 IPE 400 IPE 400 IPE 270 IPE 270 IPE 270 IPE 300 IPE 300 IPE 300 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 300 IPE 300 IPE 300 IPE 300 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 HEA 300 HEB 360 HEB 400 5 5 1 5 5 5 5 2 3 4 TOC. ±0.00 TOC. ±0.00 TOS. +4.425 TOS. +7.645 TOS. +10.825 TOS. +14.005 TOS. +17.185 TOS. +20.365 TOS. +23.485 5 5 5 5 PORTICO B = PORTICO D 1:75 TOS. +26.445 TOS. +26.445 IPE 300 IPE 270 IPE 400 IPE 400 IPE 400 IPE 400 IPE 270 IPE 270 IPE 270 IPE 300 IPE 300 IPE 300 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 300 IPE 300 IPE 300 IPE 300 IPE 270 IPE 270 IPE 270 IPE 270 IPE 270 TOS. +26.445 4 3 2 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 PORTICO C 1:75 TOC. ±0.00 5 5 5 5 5 5 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 HEB 400 HEB 360 HEA 300 TOS. +23.485 TOS. +20.365 TOS. +17.185 TOS. +14.005 TOS. +10.825 TOS. +7.645 TOS. +4.425 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-4.dwg 1 / 75 m AGOSTO, 2006 E4 Hoja N°: Total Hojas: PROYECTO: FECHA: ESCALA(S): CONTENIDO : SERIE: PROPIETARIO: UBICACION: EQUIPO DE TRABAJO NORTE REVISADO DIBUJO ESTRUCTURA: ARQUITECTURA DETALLES Y ACABADOS Porticos 3, 4, B, C Y D ESTRUCTURA SANITARIAS ELECTRICIDAD: PLANTA \A1;0.7853 -1020285.543394596 \A1;3.57 \A1;2.02 \A1;2.1995 \A1;1.50 \A1;3.32 14 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 REVISIONES: ESCALA: FECHA: SISTEMA 2F C.A. UBICACION - PORLAMAR PROYECTO - HOTEL GUAIQUERI SUITES II PROYECTO: PROPIETARIO CALCULO: EDO. NUEVA ESPARTA HOTEL RESIDENCIAS GUAIQUERI SUITES C.A CALCULO: N° PLANO: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-5.dwg \A1;64.2 \A1;75 \A1;15 \A1;30 \A1;50 \A1;125 \A1;249.6 \A1;30 \A1;15 \A1;180 \A1;50 \A1;45 \A1;30 \A1;25.2 \A1;30 \A1;180 \A1;71.5 \A1;75 \A1;50 \A1;153.6 \A1;278.6 \A1;30 \A1;15 \A1;30 \A1;30 \A1;64.2 \A1;240 \A1;240 \A1;15 \A1;110 \A1;110 \A1;30 \A1;104.3 \A1;50 \A1;30 \A1;25.7 \A1;30 \A1;71.5 \A1;110 \A1;110 \A1;81 \A1;30 \A1;334.6 \A1;209.6 \A1;50 \A1;30 \A1;15 \A1;110 \A1;30 \A1;30 \A1;26.5 \A1;15 \A1;75 \A1;30 \A1;30 \A1;30 \A1;50 \A1;100 \A1;30 \A1;110 \A1;240 \A1;110 \A1;15 \A1;30 \A1;50 \A1;248 \A1;373 \A1;30 \A1;85.7 \A1;26.5 \A1;15 \A1;110 \A1;30 \A1;100 \A1;50 \A1;30 \A1;30 \A1;30 \A1;75 \A1;240 \A1;19 \A1;80 \A1;290 \A1;270 \A1;65 \A1;35 \A1;30 \A1;390 \A1;35 \A1;180 \A1;55 \A1;35 \A1;30 \A1;140 \A1;30 \A1;200 \A1;22 \A1;100 \A1;300 \A1;270 \A1;22 \A1;35 \A1;180 \A1;22.5 \A1;35 \A1;140 \A1;22.5 \A1;315 \A1;30 \A1;30 \A1;200 \A1;635.0 \A1;145 \A1;25 \A1;80 \A1;290 \A1;360 \A1;80 \A1;40 \A1;40 \A1;25 \A1;255 \A1;140 \A1;40 \A1;40 \A1;465 \A1;40 \A1;40 \A1;220 \A1;22 \A1;80 \A1;290 \A1;300 \A1;80 \A1;35 \A1;35 \A1;395 \A1;35 \A1;35 \A1;25 \A1;209 \A1;35 \A1;140 \A1;35 \A1;210 \A1;25 \A1;80 \A1;290 \A1;360 \A1;80 \A1;40 \A1;40 \A1;465 \A1;40 \A1;40 \A1;25 \A1;255 \A1;40 \A1;140 \A1;40 \A1;220 \A1;40 \A1;40 \A1;465 \A1;40 \A1;40 \A1;25 \A1;255 \A1;40 \A1;140 \A1;40 \A1;220 \A1;25 \A1;80 \A1;400 \A1;360 \A1;80 \A1;19 \A1;100 \A1;200 \A1;160 \A1;19 \A1;22.5 \A1;205 \A1;35 \A1;75 \A1;22.5 \A1;35 \A1;30 \A1;90 \A1;30 \A1;150 \A1;44 \A1;96 \A1;25 \A1;80 \A1;400 \A1;360 \A1;80 \A1;40 \A1;40 \A1;505 \A1;40 \A1;40 \A1;25 \A1;295 \A1;40 \A1;140 \A1;40 \A1;220 \A1;19 \A1;80 \A1;290 \A1;270 \A1;65 \A1;35 \A1;180 \A1;30 \A1;35 \A1;140 \A1;35 \A1;30 \A1;400 \A1;30 \A1;30 \A1;200 \A1;35 \A1;22 \A1;80 \A1;360 \A1;300 \A1;80 \A1;35 \A1;30 \A1;430 \A1;35 \A1;35 \A1;30 \A1;209 \A1;30 \A1;140 \A1;30 \A1;200 \A1;35 \A1;25 \A1;80 \A1;400 \A1;400 \A1;80 \A1;40 \A1;40 \A1;560 \A1;40 \A1;294 \A1;40 \A1;140 \A1;40 \A1;220 \A1;40 \A1;40 \A1;40 \A1;190 \A1;240 \A1;19 \A1;77 \A1;90 \A1;30 \A1;150 \A1;30 \A1;35 \A1;30 \A1;370 \A1;35 \A1;150 \A1;35 \A1;35 \A1;30 \A1;320 \A1;80 \A1;40 \A1;80 \A1;80 \A1;40 \A1;220 \A1;140 \A1;40 \A1;40 \A1;160 \A1;80 \A1;40 \A1;40 \A1;220 \A1;140 \A1;40 \A1;40 \A1;140 \A1;70 \A1;35 \A1;35 \A1;135 \A1;65 \A1;35 \A1;35 \A1;1 \A1;19 \A1;10 \A1;360 \A1;400 \A1;65 \A1;210 \A1;140 \A1;35 \A1;35 \A1;270 \A1;65 \A1;35 \A1;70 \A1;35 \A1;3 \A1;16 \A1;6 \A1;16 \A1;135 \A1;65 \A1;35 \A1;35 \A1;210 \A1;140 \A1;35 \A1;35 \A1;135 \A1;65 \A1;35 \A1;35 \A1;140 \A1;70 \A1;35 \A1;35 CONEXION CC-4 1:5 CONEXION CC-3 1:5 CONEXION CC-2 1:5 CONEXION CC-1 1:5 CONEXION C-1 1:5 CONEXION C-3 1:5 CONEXION C-4 1:5 CONEXION C-7 1:5 CONEXION C-2 1:5 CONEXION C-20 1:5 CONEXION C-11 1:5 CONEXION C-12 1:5 CONEXION C-9 1:5 CONEXION C-16 1:5 CONEXION C-18 1:5 CONEXION C-14 1:5 CONEXION C-a 1:5 CONEXION C-b 1:5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONEXION CC-1 1:5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA DETALLE DEL PERFIL PL 249.6x75x5 IPE 270 IPE 180 2 PERNOS d 5/8" A325 5 5 5 5 IPE 240 IPE 300 5 DETALLE DE PLANCHA PL 278.6x75x6 DETALLE DEL PERFIL 5 5 5 5 5 5 5 5 5 5 5 CONEXION CC-2 1:5 5 PL 334.6x81x6 DETALLE DE PLANCHA 5 5 5 5 5 5 5 5 5 5 IPE 360 IPE 240 5 5 5 5 5 5 5 5 5 5 2 PERNOS d 5/8" A325 2 PERNOS d 5/8" A325 CONEXION CC-3 1:5 DETALLE DEL PERFIL 5 5 5 5 5 5 5 5 PL 373x857x6 5 5 2 PERNOS d 5/8" A325 IPE 240 IPE 360 CONEXION CC-4 1:5 DETALLE DE PLANCHA DETALLE DEL PERFIL 5 5 5 5 5 5 5 5 5 CONEXION C-1 1:10 CONEXION C-2 1:10 CONEXION C-3 1:10 CONEXION C-4 1:10 CONEXION C-7 1:10 CONEXION C-9 1:10 CONEXION C-11 1:10 CONEXION C-12 1:10 CONEXION C-14 1:10 CONEXION C-16 1:10 CONEXION C-18 1:10 CONEXION C-20 1:10 HEA 300 IPE 270 5 5 5 5 5 PL 80x65x6 PL 390x200x19 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 6 6 PERNOS d 5/8" A325 PL 390x200x19 HEA 300 IPE 270 5 5 5 5 5 2 PL 315x200x22 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 6 4 PERNOS d 3/4" A325 2 PL 315x200x22 5 5 4 PL 145x63.5x10 HEA 300 IPE 360 5 5 5 5 5 PL 80x80x6 PL 465x220x25 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 6 6 PERNOS d 7/8" A325 PL 465x220x25 HEA 300 IPE 300 5 5 5 5 5 PL 80x80x6 PL 395x210x22 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 6 6 PERNOS d 7/8" A325 PL 465x220x25 HEA 300 IPE 360 5 5 5 5 5 PL 80x80x6 PL 465x220x25 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 6 6 PERNOS d 7/8" A325 PL 465x220x25 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 6 6 PERNOS d 7/8" A325 PL 465x220x25 HEA 400 IPE 360 5 5 5 5 5 PL 80x80x6 PL 465x220x25 HEA 200 IPE 160 5 5 5 5 5 2 PL 205x150x19 5 5 5 5 5 5 5 5 5 5 5 4 PERNOS d 5/8" A325 2 PL 315x200x22 5 5 4 PL 96x44x6 DETALLE DE PLANCHA HEA 400 IPE 400 5 5 5 5 5 PL 80x80x6 PL 505x220x25 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 6 6 PERNOS d 7/8" A325 PL 505x220x25 HEA 300 IPE 270 5 5 5 5 5 PL 80x65x6 PL 400x200x19 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 8 8 PERNOS d 5/8" A325 PL 400x200x19 5 HEB 360 IPE 300 5 5 5 5 5 PL 80x80x6 PL 430x200x19 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 8 8 PERNOS d 5/8" A325 PL 430x200x19 5 HEA 400 IPE 400 5 5 5 5 5 PL 80x80x6 PL 465x220x25 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA 12 8 PERNOS d 5/8" A325 PL 465x220x25 5 5 5 HEA 200 5 IPE 240 5 5 5 PL 80x80x6 PL 370x150x19 5 5 5 8 5 5 5 5 5 5 8 PERNOS d 5/8" A325 PL 370x150x19 5 5 5 DETALLE DE PLANCHA 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA EN ALAS 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA RELLENO 2 PL 320x220x10 8 PERNOS d 7/8" A325 2 PL 160x220x19 (RELLENO) 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA EN EL ALMA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA EN ALAS 2 PL 270x210x6 8 PERNOS d 5/8" A325 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA RELLENO 4 PL 210x135x16 (RELLENO) 5 5 5 5 5 5 5 5 DETALLE DE PLANCHA EN EL ALMA HEB 360 HEB 400 HEA 300 HEB 360 1 / 75 m AGOSTO, 2006 E5 Hoja N°: Total Hojas: PROYECTO: FECHA: ESCALA(S): CONTENIDO : SERIE: PROPIETARIO: UBICACION: EQUIPO DE TRABAJO NORTE REVISADO DIBUJO ESTRUCTURA: ARQUITECTURA DETALLES Y ACABADOS ESTRUCTURA CONEXIONES SANITARIAS ELECTRICIDAD: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-5.dwg PLANTA REVISIONES: ESCALA: FECHA: SISTEMA 2F C.A. UBICACION - PORLAMAR PROYECTO - HOTEL GUAIQUERI SUITES II PROYECTO: PROPIETARIO CALCULO: EDO. NUEVA ESPARTA HOTEL RESIDENCIAS GUAIQUERI SUITES C.A CALCULO: N° PLANO: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-5.dwg \A1;170 \A1;75 \A1;431 \A1;40 \A1;174 \A1;262 \A1;12 \A1;150 \A1;12 \A1;290 \A1;40 \A1;75 \A1;186 \A1;40 \A1;94 \A1;40 X \A1;40 \A1;75 \A1;75 \A1;40 \A1;230 \A1;35 \A1;35 \A1;344 \A1;156 \A1;103 \A1;137 \A1;75 \A1;75 \A1;75 \A1;75 \A1;262 \A1;40 \A1;94 \A1;40 \A1;2 \A1;170 \A1;2 \A1;290 \A1;170 \A1;75 \A1;431 \A1;40 \A1;174 \A1;40 \A1;75 \A1;75 \A1;40 \A1;230 \A1;65 \A1;65 \A1;301 \A1;156 \A1;146 \A1;75 \A1;146 \A1;40 \A1;300 \A1;105 \A1;94 \A1;105 \A1;75 \A1;75 \A1;40 \A1;94 \A1;40 \A1;360 \A1;2 \A1;170 \A1;2 \A1;315 \A1;174 \A1;40 \A1;431 \A1;75 \A1;170 \A1;40 \A1;75 \A1;144 \A1;40 \A1;75 \A1;75 \A1;40 \A1;230 \A1;65 \A1;65 \A1;299 \A1;156 \A1;144 \A1;105 \A1;75 \A1;75 \A1;105 \A1;94 \A1;75 \A1;75 \A1;529 \A1;40 \A1;174 \A1;352 \A1;2 \A1;170 \A1;2 \A1;400 \A1;40 \A1;94 \A1;40 \A1;193 \A1;40 \A1;75 \A1;144 \A1;40 \A1;75 \A1;75 \A1;40 \A1;230 \A1;65 \A1;65 \A1;299 \A1;156 \A1;144 \A1;360 \A1;40 \A1;41 \A1;40 \A1;94 \A1;105 \A1;75 \A1;75 \A1;105 \A1;33 \A1;94 \A1;33 \A1;290 \A1;161 \A1;262 \A1;40 \A1;354 \A1;75 \A1;93 \A1;40 \A1;376 \A1;146 \A1;75 \A1;75 \A1;40 \A1;75 \A1;40 \A1;155 \A1;40 \A1;230 \A1;146 \A1;270 \A1;97 \A1;75 \A1;97 \A1;80 \A1;93 \A1;75 \A1;351 \A1;40 \A1;315 \A1;161 \A1;360 \A1;144 \A1;156 \A1;301 \A1;35 \A1;35 \A1;230 \A1;40 \A1;75 \A1;75 \A1;40 \A1;146 \A1;75 \A1;40 \A1;40 \A1;300 \A1;80 \A1;75 \A1;75 \A1;75 \A1;75 \A1;40 \A1;96 \A1;40 \A1;400 \A1;352 \A1;176 \A1;40 \A1;548 \A1;75 \A1;75 \A1;216 \A1;144 \A1;84 \A1;42 \A1;228 \A1;42 \A1;45 \A1;309 \A1;75 \A1;75 \A1;75 \A1;42 \A1;144 \A1;42 \A1;45 \A1;400 \A1;75 \A1;75 \A1;75 \A1;96 \A1;87 \A1;88 \A1;97 \A1;215 \A1;75 \A1;427 \A1;40 \A1;156 \A1;170 \A1;190 \A1;40 \A1;76 \A1;40 \A1;75 \A1;75 \A1;139 \A1;42 \A1;75 \A1;42 \A1;40 \A1;159 \A1;41 \A1;331 \A1;234 \A1;97 \A1;240 \A1;82 \A1;76 \A1;75 \A1;82 CONEXION C-5 1:5 CONEXION C-6 1:5 CONEXION C-8 1:5 CONEXION C-10 1:5 CONEXION C-13 1:5 CONEXION C-15 1:5 CONEXION C-17 1:5 CONEXION C-19 1:5 5 5 5 5 5 6 6 4 PERNOS d 3/4" A325 2 PL 431x174x10 5 CONEXION C-5 1:10 5 5 5 5 5 5 5 5 5 5 A A 5 5 5 5 TIP. TIP. \A1; 5 5 5 5 5 5 5 5 B B PL 301x230x10 IPE 300 HEA 300 5 5 TIP. HEA 300 5 5 5 5 5 5 5 6 PERNOS d 3/4" A325 SECCION B - B 1:10 SECCION A - A 1:10 IPE 300 HEA 300 IPE 300 IPE 300 HEA 300 C C 5 5 5 5 5 5 5 CONEXION C-6 1:10 5 2 PL 431x262x10 4 PERNOS d 3/4" A325 6 6 5 5 5 5 5 SECCION C - C 1:10 5 5 HEA 300 TIP. 5 5 IPE 360 PL 360x301x10 D D 5 5 5 5 5 5 5 5 TIP. TIP. 5 5 5 5 5 5 5 5 IPE 360 HEA 300 SECCION D - D 1:10 6 PERNOS d 3/4" A325 5 5 5 5 5 5 5 5 5 5 8 8 4 PERNOS d 3/4" A325 2 PL 431x315x10 5 CONEXION C-8 1:10 5 5 5 5 5 5 5 E E HEB 360 IPE 300 5 5 5 5 5 5 5 TIP. TIP. 5 5 5 5 5 5 5 5 F F PL 360x299x10 IPE 360 5 5 TIP. HEB 360 5 5 SECCION E - E 1:10 5 5 5 5 5 6 PERNOS d 3/4" A325 SECCION F - F 1:10 HEB 360 IPE 360 IPE 300 HEB 400 G G 5 5 5 5 5 5 5 CONEXION C-10 1:10 5 2 PL 529x352x10 6 PERNOS d 7/8" A325 8 8 5 5 5 5 5 5 SECCION G - G 1:10 5 5 HEB 400 TIP. 6 6 IPE 360 PL 301x230x10 H H 5 5 5 5 5 5 5 5 TIP. TIP. 6 6 6 6 5 5 5 5 6 PERNOS d 3/4" A325 6 PERNOS d 3/4" A325 6 PERNOS d 3/4" A325 6 PERNOS d 3/4" A325 5 5 5 IPE 360 HEB 400 6 PERNOS d 3/4" A325 5 5 5 5 5 SECCION H - H 1:10 5 5 5 5 6 6 4 PERNOS d 5/8" A325 2 PL 354x262x10 5 CONEXION C-13 1:10 5 5 5 5 5 I I HEA 300 IPE 300 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 PERNOS d 3/4" A325 6 6 TIP. PL 376x270x10 5 J J SECCION I - I 1:10 SECCION J - J 1:10 5 5 5 5 6 PERNOS d 3/4" A325 HEA 300 IPE 270 HEA 300 5 5 5 5 IPE 300 5 2 PL 351x315x10 4 PERNOS d 5/8" A325 K K 6 6 5 5 HEB 360 CONEXION C-15 1:10 5 6 PERNOS d 3/4" A325 5 5 5 5 5 5 5 TIP. TIP. 5 5 5 5 5 5 5 5 L L PL 301x300x10 IPE 300 5 5 TIP. 5 5 SECCION K - K 1:10 HEB 360 5 IPE 300 6 PERNOS d 3/4" A325 5 5 5 5 HEB 360 5 SECCION L - L 1:10 5 5 5 5 5 5 8 8 6 PERNOS d 7/8" A325 2 PL 548x352x10 5 5 5 5 5 M M HEB 400 IPE 300 CONEXION C-17 1:10 5 4 PERNOS d 1" A325 5 5 6 6 6 6 TIP. TIP. 5 5 5 5 5 5 5 5 N PL 301x230x10 IPE 360 6 6 TIP. HEB 400 5 5 SECCION M - M 1:10 N 5 5 5 HEB 400 5 5 5 5 4 PERNOS d 1" A325 IPE 400 5 SECCION N - N 1:10 CONEXION C-19 1:10 IPE 240 HEA 200 O O 5 5 5 5 5 2 PL 548x352x10 4 PERNOS d 5/8" A325 5 5 5 5 5 5 5 5 5 P 5 5 TIP. 5 5 IPE 240 PL 331x240x10 P 5 5 5 5 5 5 5 TIP. TIP. 5 5 5 5 5 5 6 PERNOS d 3/4" A325 5 SECCION O - O 1:10 IPE 400 6 PERNOS d 3/4" A325 5 5 5 5 HEA 200 HEA 200 SECCION P - P 1:10 D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-5.dwg 1 / 75 m AGOSTO, 2006 E6 Hoja N°: Total Hojas: PROYECTO: FECHA: ESCALA(S): CONTENIDO : SERIE: PROPIETARIO: UBICACION: EQUIPO DE TRABAJO NORTE REVISADO DIBUJO ESTRUCTURA: ARQUITECTURA DETALLES Y ACABADOS ESTRUCTURA CONEXIONES SANITARIAS ELECTRICIDAD: PLANTA I.P.E. -450- S=98.8cm2 M.=77.6kg/m. I.P.E. -400- S=84.5cm2 M.=66.3kg/m. M.=57.1kg/m. S=72.7cm2 I.P.E. -360- I.P.E. -240- S=39.1cm2 M.=30.7kg/m. \A1;0.7853 -1020285.543394596 \A1;3.57 \A1;2.02 \A1;2.1995 \A1;1.50 \A1;3.32 14 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 -272.8804991220823 M.=36.1kg/m. S=45.9cm2 I.P.E. -270- S=20.1cm2 I.P.E. -160- M.=15.8kg/m. I.P.E. -200- S=28.5cm2 M.=22.4kg/m. 1 \A1;4.92 \A1;.30 \A1;6.96 \A1;5.22 \A1;5.22 \A1;25.86 \A1;4.40 \A1;3.70 \A1;4.60 \A1;4.40 \A1;23.95 \A1;5.22 REVISIONES: ESCALA: FECHA: SISTEMA 2F C.A. UBICACION - PORLAMAR PROYECTO - HOTEL GUAIQUERI SUITES II PROYECTO: PROPIETARIO CALCULO: EDO. NUEVA ESPARTA HOTEL RESIDENCIAS GUAIQUERI SUITES C.A CALCULO: N° PLANO: D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-7.dwg \A1;3.30 \A1;3.25 \A1;1.74 \A1;1.35 \A1;1.05 \A1;1.05 \A1;1.25 \A1;1.25 \A1;1.40 \A1;1.40 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;.30 \A1;.30 \A1;4.92 \A1;.30 \A1;4.92 \A1;.30 \A1;6.66 \A1;.40 \A1;1.34 \A1;1.20 \A1;.30 \A1;2.95 \A1;.15 \A1;.40 \A1;4.00 \A1;.40 \A1;.40 \A1;4.20 \A1;.40 \A1;3.30 \A1;.40 \A1;4.00 \A1;.30 \A1;2.90 \A1;.15 \A1;.15 \A1;H \A1;1.50 \A1;VAR. .30 \A1;A .50 \A1;VAR. .40 \A1;A .60 \A1;.60 \A1;3.55 \A1;LIG d3/8" \A1;C/.10x.70 \A1;.05 \A1;LIG d3/8" \A1;C/.10x1.00 \A1;.05 \A1;LIG d3/8" \A1;C/.20x1.15 \A1;.60 \A1;2.95 \A1;A \A1;.15 \A1;VR-8 (F-K) (.40x.60) \A1;VR-7 (F-K) (.40x.60) \A1;VR-5 (F-K) (.40x.60) \A1;VR-3' (F-K) (.40x.60) \A1;VR-2' (F-K) (.40x.60) \A1;VR-2 (F-K) (.40x.60) \A1;VR-K (1-8) (.40x.60) \A1;VR-1 (F-K) (.40x.60) \A1;VR-I (1-8) (.40x.60) \A1;VR-J (1-8) (.40x.60) \A1;VR-H (1-8) (.40x.60) \A1;VR-G (1-8) (.40x.60) \A1;VR-F (1-8) (.40x.60) \A1;.45 \A1;.15 \A1;3.15 \A1;.10 \A1;.30 \A1;3.55 \A1;.20 \A1;.10 \A1;.70 \A1;.60 \A1;.20 \A1;.15 \A1;.05 \A1;.30 \A1;.11 \A1;.19 \A1;.19 \A1;.11 \A1;.10 \A1;.25 \A1;.25 \A1;.10 \A1;.30 \A1;.30 \A1;.044 \A1;.031 \A1;.035 \A1;.11 \A1;.64 \A1;.80 \A1;.05 \A1;.09 \A1;.06 \A1;.031 \A1;.09 \A1;.60 \A1;.40 HOTEL GUAIQUERI SUITES II HOTEL RESIDENCIAS GUAIQUERI SUITES C.A HOTEL GUAIQUERI SUITES II HOTEL RESIDENCIAS GUAIQUERI SUITES C.A \C1;PLANTA NIVEL MEZZANINA \H0.7143x;\l\C7;ESC. 1:75 G 5 5 5 5 5 5 H I J K 1 2 2' 3' 5 5 5 5 5 5 PLANTA FUNDACIONES 1:75 5 7 8 5 5 F 5 5 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-2 F-2 F-2 F-2 F-2 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-1 F-4 F-4 F-4 F-4 F-4 F-5 F-5 F-5 F-5 F-5 F-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 5 5 5 5 5 5 5 H 5 VAR. .30\X A .50 VAR. .40\X A .60 5 5 LIG d3/8"\XC/.10x<> 5 LIG d3/8"\XC/.10x<> 5 LIG d3/8"\XC/.20x<> 5 5 VIGA .40x.60 LOSA DE PISO VIGA DE RIOSTRA .40x.60 A .30 d 1/2" x 3.65 3.45 2.50 16 d 3/4" x 2.80 .30 PEDESTAL .65x.75 5 SECCION TIPICA DE FUNDACION 1:20 TABLA DE FUNDACIONES TIPO A ACERO INFERIOR ACERO SUPERIOR F-1 1.05 H 0.30 d 1/2"C/.20x1.35 0.95 0.20 0.20 0.20 0.20 0.95 d 1/2"C/.20x1.35 0.20 0.20 0.20 0.20 1.15 d 1/2"C/.20x1.55 0.35 1.25 F-2 0.25 0.25 1.30 d 5/8"C/.20x1.80 0.40 1.40 F-3 1.50 d 5/8"C/.20x1.35 0.50 1.60 F-4 d 5/8"C/.20x2.10 1.60 0.25 0.25 0.30 0.30 1.60 d 3/4"C/.20x2.20 0.50 1.70 F-5 0.25 0.25 d 1/2"C/.20x1.55 0.25 1.30 0.25 d 5/8"C/.20x1.80 0.25 1.50 0.25 d 5/8"C/.20x1.35 VR-8 (F-K) (.40x.60) VR-7 (F-K) (.40x.60) VR-5 (F-K) (.40x.60) VR-3' (F-K) (.40x.60) VR-2' (F-K) (.40x.60) VR-2 (F-K) (.40x.60) VR-K (1-8) (.40x.60) VR-1 (F-K) (.40x.60) VR-I (1-8) (.40x.60) VR-J (1-8) (.40x.60) VR-H (1-8) (.40x.60) VR-G (1-8) (.40x.60) VR-F (1-8) (.40x.60) MURO PERIMETRAL e=.20 .20 d 1/2" x 1.50 1.30 VIGA .40x.60 LOSA NERVADA 5 5 5 5 5 5 5 5 REP. d3/8" C/.20 C/CARA SECCION TIPICA DE MURO PERIMETRAL 1:20 VIGA DE RIOSTRA .40x.60 LOSA DE PISO 1 1 LIG. d 3/8"2.50 .52 .62 5 5 16 d 3/4" 2x.11 2x.10 .28 .62 1 LIG. d 3/8"2.00 2 .62 3 1 LIG. d 3/8".82 .10 .10 1 LIG. d 3/8"1.90 4 .52 2x.10 .33 .52 .10 .10 5 1 LIG. d 3/8".72 1 2 3 5 4 SECCION TIPICA DE COLUMNA 1:20 5 5 5 5 5 5 5 5 5 5 5 5 PL 580x480x31 8 PERNOS A307 d 1" x 0.80 HEB 400 VIGA .40x.60 EJE 5 5 EJE DETALLE PLANCHA BASE DE COLUMNA EN MURO 1:20 DETALLE DE PERNO 1:20 5 5 5 5 5 5 5 PL 580x480x31 GROUTING TUERCA Y ARANDELA GRADO 5 TUERCA DE NIVELACION GRADO 2 TUERCA GRADO 2 8 PERNOS A307 d 1" x 0.80 5 5 5 PERNO A307 d 1" x 0.80 PL 580x480x31 PL 90x150x22 HEB 400 5 DETALLE RIGIDIZADOR 1:5 5 5 4 d 5/8" .30 EST. d 3/8" EST. 2R d 3/8" C/.20x1.80 2x.10 .50 SECCION TIPICA DE VIGA DE RIOSTRA 1:20 ELECTRICIDAD: SANITARIAS DETALLES Y SECCIONES ESTRUCTURA DETALLES Y ACABADOS ARQUITECTURA ESTRUCTURA: DIBUJO REVISADO NORTE EQUIPO DE TRABAJO UBICACION: PROPIETARIO: SERIE: CONTENIDO : ESCALA(S): FECHA: PROYECTO: Total Hojas: Hoja N°: E7 AGOSTO, 2006 1 / 75 m PLANTA DE FUNDACIONES D:\Users\jc8664 lanos\tigres\fernando\Hotel Guaiqueri\E-7.dwg

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	among, autocad, building, complete, construction, DETAIL, details, DWG, elements, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, union

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