Foundations Of Galpon DWG Block for AutoCAD

Foundations of galpon

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

scale:, June, date:, cad digital platform:, library, designers:, Location:, owner:, perez colmenares nostar francesco, content:, professional:, Projects, plan nº:, series nº:, architecture, works, industrial zone of the muinicipio the state lara, t.s.u agrondustrial, structure, base plate thickness: mm, dimensions plate mm, iso bolts, ref. pillars, scale, base plate thickness: mm, dimensions plate mm, iso bolts, ref. pillars, scale, kind, drills mm, pillar I have front plate, beam, smaw, smaw, smaw, sheet, astm type, astm, astm type, section, stiffener, stiffener, smaw, smaw, smaw, smaw, smaw, smaw, pillar, section, beam, stiffener, stiffener, pillar, raised, scale, kind, beam, ipe, smaw, side plate, astm type, astm, astm type, pillar, raised, drills mm, side plate of ipe beam, side plate, beam, ipe, section, scale, scale:, June, date:, cad digital platform:, library, designers:, Location:, owner:, perez colmenares nostar francesco, content:, professional:, Projects, plan nº:, series nº:, architecture, works, industrial zone of the muinicipio the state lara, t.s.u agrondustrial, rock ship, scale:, June, date:, cad digital platform:, library, designers:, Location:, owner:, perez colmenares nostar francesco, content:, professional:, Projects, plan nº:, series nº:, architecture, works, industrial zone of the muinicipio the state lara, t.s.u agrondustrial, structure, scale:, June, date:, cad digital platform:, library, designers:, Location:, owner:, perez colmenares nostar francesco, content:, professional:, Projects, plan nº:, series nº:, architecture, works, industrial zone of the muinicipio the state lara, t.s.u agrondustrial, ship structure, types:, kind, types:, kind, types:, kind, types:, kind, types:, kind, types:, company acitroven, laminated steel standard: abnt nbr, rolled steel:, scale:, scale:, June, date:, cad digital platform:, library, designers:, Location:, owner:, perez colmenares nostar francesco, content:, professional:, Projects, plan nº:, series nº:, architecture, works, industrial zone of the muinicipio the state lara, t.s.u agrondustrial, rock ship, kind, drills mm, front plate of the beam has, detail of the card I have, smaw, smaw, smaw, smaw, smaw, beam, card, pillar, section, stiffener, stiffener, beam, card, smaw, smaw, astm type, astm, astm type, sheet, pillar, raised, smaw, smaw, smaw, stiffener, smaw, smaw, smaw, stiffener, welding machines: stiffeners, pillar he, sheet, stiffener, stiffener, beam, section, scale, scale:, June, date:, cad digital platform:, library, designers:, Location:, owner:, perez colmenares nostar francesco, content:, professional:, Projects, plan nº:, series nº:, architecture, works, industrial zone of the muinicipio the state lara, t.s.u agrondustrial, structure, scale:, June, date:, cad digital platform:, library, designers:, Location:, owner:, perez colmenares nostar francesco, content:, professional:, Projects, plan nº:, series nº:, architecture, works, industrial zone of the muinicipio the state lara, you are

Raw text data extracted from CAD file:

285 x 95 x 60 135 x 135 x 60 95 x 95 x 60 135 x 135 x 60 135 x 135 x 60 115 x 115 x 60 135 x 135 x 60 115 x 115 x 60 135 x 135 x 60 135 x 135 x 60 135 x 135 x 60 135 x 135 x 60 115 x 115 x 60 115 x 115 x 60 130 x 130 x 50 130 x 130 x 50 130 x 130 x 50 130 x 130 x 50 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N21 N22 N23 N25 N28 N30 N33 N35 N38 N40 N43 N45 N48 N50 N74 N76 N78 N80 N133 O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 2 C-2 " A C I T R O V E N " T.S.U AGRONDUSTRIAL CIMENTACION ESTRUCTURA NAVE N8 y N22 15 5P5d12c/18 (114) 48 48 N8 15 5P6d12c/18 (114) 48 48 60 N8 95 95 N73, N74, N75, N76, N77, N78 y N80 15 6P11d12c/22 (149) 15 6P13d12c/22 (149) 65 65 N73 15 6P12d12c/22 (149) 15 6P14d12c/22 (149) 65 65 50 N73 130 130 N79 15 4P15d12c/22 (109) 45 45 N79 15 4P16d12c/22 (109) 45 45 50 N79 90 90 85 280 85 85 280 85 450 450 50 350 50 50 350 50 Espesor placa base: 18 mm Dimensiones Placa = 450x450x18 mm ( A-36 ) Pernos = 4d20 mm, ISO 898.C4.6 Ref. pilares : N1=N3=N6=N8=N11=N12=N13=N14=N15=N16=N17 N18=N19=N20=N21=N22=N23=N25=N28=N30=N33 N35=N38=N40=N43=N45=N48=N50 Escala 1 : 20 70 260 70 70 260 70 400 400 40 320 40 40 320 40 Espesor placa base: 14 mm Dimensiones Placa = 400x400x14 mm ( A-36 ) Pernos = 4d16 mm, ISO 898.C4.6 Ref. pilares : N73=N74=N75=N76=N77=N78=N79=N80 Escala 1 : 20 N6, N11, N18, N20, N21, N23, N28, N33, N38, N40, N43 y N45 15 7P1d12c/18 (154) 15 7P3d12c/18 (154) 68 68 N6 15 7P2d12c/18 (154) 15 7P4d12c/18 (154) 68 68 60 N6 135 135 Tipo 12 85 85 79 79 300 260 4 Taladros d 21.5 mm Pilar HE 260 B : Chapa frontal (e = 18 mm) 59 85 Viga HE 260 B 9 E60XX SMAW E60XX SMAW 5 5 191 191 E60XX SMAW 9 Chapa 260x300x18 (4) M20x75, Tipo 1, ASTM A325MT M20, ASTM A563M, 8S 2 M20, ASTM F436M, Tipo 1 Sección A - A Rigidizador 225x125x18 Rigidizador 225x125x18 9 9 108 108 E60XX SMAW E60XX SMAW 9 9 108 108 5 5 191 191 E60XX SMAW E60XX SMAW 5 5 191 191 9 9 108 108 E60XX SMAW E60XX SMAW 9 9 108 108 Pilar HE 260 B Sección B - B Viga HE 260 B A A B B 8 % Rigidizador 225x125x18 Rigidizador 225x125x18 Pilar HE 260 B Alzado Escala 1:20 Tipo 20 10 15 Viga IPE 140 5 5 110 110 E60XX SMAW Chapa lateral 90x110x8 (2) M16x45, Tipo 1, ASTM A325MT M16, ASTM A563M, 8S 2 M16, ASTM F436M, Tipo 1 A A Pilar HE 260 B Alzado 45 29 29 110 90 2 Taladros d 17.5 mm Chapa lateral de la viga IPE 140 (e = 8 mm) 127.7 Chapa lateral 90x110x8 Viga IPE 140 Sección A - A Escala 1:20 O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 3 E-3 " A C I T R O V E N " T.S.U AGRONDUSTRIAL ESTRCUTURA NAVE 235 x 85 x 40 220 x 340 x 40 295 x 300 x 40 85 x 85 x 40 85 x 85 x 40 C 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 (Tipo 1) N3 (Tipo 1) N5 (Tipo 2) N6 (Tipo 2) N11 (Tipo 2) N12 (Tipo 2) N13 (Tipo 2) N15 (Tipo 2) N18 (Tipo 2) N19 (Tipo 2) N28 (Tipo 2) 285 x 85 x 40 285 x 85 x 40 85 x 85 x 40 85 x 85 x 40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 N3 N5 N6 N11 N12 85 x 275 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 (Tipo 1) N3 (Tipo 1) N5 (Tipo 2) N6 (Tipo 2) N7 (Tipo 2) N8 (Tipo 2) N10 (Tipo 2) N12 (Tipo 2) N13 (Tipo 2) N28 (Tipo 2) N30 (Tipo 2) N32 (Tipo 2) N35 (Tipo 2) N37 (Tipo 2) N38 (Tipo 2) O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 3 C-3 " A C I T R O V E N " T.S.U AGRONDUSTRIAL CIMENTACION ESTRUCTURA NAVE O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 1 E-1 " A C I T R O V E N " T.S.U AGRONDUSTRIAL ESTRUCTURA NAVE 6.000 HE 280 B 1.000 6.000 HE 280 B 1.000 5.016 HE 260 B 5.016 2.508 5.016 HE 260 B 5.016 2.508 6.000 HE 280 B 1.000 5.016 HE 260 B 5.016 2.508 5.016 HE 260 B 5.016 2.508 6.000 HE 280 B 1.000 HE 120 B 5.800 HE 120 B 5.800 6.000 HE 260 B 1.402 6.000 HE 260 B 1.805 6.000 HE 260 B 1.805 6.000 HE 260 B 1.402 HE 120 B 5.000 HE 120 B 5.000 HE 120 B 5.000 HE 120 B 5.000 HE 120 B 5.000 d12 8.345 d12 5.886 d12 7.668 d12 7.668 d12 6.319 d12 6.319 d12 7.668 d12 7.668 d12 5.886 d12 8.345 d12 8.345 d12 5.886 d12 7.668 d12 7.668 d12 6.319 d12 6.319 d12 7.668 d12 7.668 d12 5.886 d12 8.345 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 N1: Tipos: 1 y 3 N2: Tipos: 4 y 6 N3: Tipos: 1 y 3 N4: Tipo 6 N5: Tipos: 2x7 y 8 N6: Tipos: 1 y 3 N7: Tipos: 5 y 6 N8: Tipos: 2x7 y 8 N9: Tipo 6 N10: Tipos: 1 y 3 N11: Tipos: 3 y 9 N12: Tipo 3 N13: Tipos: 3 y 10 N14: Tipos: 3 y 11 N15: Tipo 2 N16: Tipo 2 N17: Tipo 2 N18: Tipo 2 N19: Tipos: 2x6 N20: Tipos: 6 y 7 N21: Tipos: 6 y 7 N22: Tipos: 2x6 N23: Tipo 12 N24: Tipo 13 N25: Tipo 12 N26: Tipo 12 N27: Tipos: 2x6 N28: Tipos: 2x6 N29: Tipos: 6 y 7 N30: Tipos: 6 y 7 5.8 5 5 5 5 5 12.5 12.5 0.402 0.402 1.006 1 6 1.402 7 Empresa Acitroven Norma de acero laminado: ABNT NBR 8800:2008 Acero laminado: A-36 250Mpa Escala: 1:100 O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 2 E-2 " A C I T R O V E N " T.S.U AGRONDUSTRIAL ESTRCUTURA NAVE Tipo 3 95 95 40 101 130 130 101 40 670 280 12 Taladros d 21.5 mm 40 85 Chapa frontal de la viga HE 260 B (e = 18 mm) 1500 1483 57 260 243 Detalle de la cartela (1/2 HE 260 B ) 6 6 191 191 E60XX SMAW 11 E60XX SMAW 11 E60XX SMAW 6 6 197 197 E60XX SMAW 11 E60XX SMAW Viga HE 260 B Cartela 1/2 HE 260 B Pilar HE 280 B Sección A - A 40 Rigidizador 244x130x18 Rigidizador 244x130x18 Viga HE 260 B Cartela 1/2 HE 260 B 10 10 E60XX SMAW 17 260 E60XX SMAW 8 % (12) M20x75, Tipo 1, ASTM A325MT M20, ASTM A563M, 8S 2 M20, ASTM F436M, Tipo 1 Chapa 280x670x18 A A d1 d1 B B Pilar HE 280 B Alzado E60XX SMAW 10 10 112 112 10 10 112 112 E60XX SMAW 5 5 208 208 E60XX SMAW Rigidizador 244x130x18 E60XX SMAW 10 10 112 112 10 10 112 112 E60XX SMAW 5 5 208 208 E60XX SMAW Rigidizador 244x130x18 d1.Detalle de soldaduras: rigidizadores a Pilar HE 280 B Chapa 280x670x18 Rigidizador 244x130x18 Rigidizador 244x130x18 Viga HE 260 B Sección B - B Escala 1:20 285 x 95 x 60 210 x 115 x 60 210 x 115 x 60 285 x 95 x 60 95 x 285 x 60 115 x 115 x 60 135 x 135 x 60 95 x 95 x 60 135 x 135 x 60 155 x 155 x 60 155 x 155 x 60 155 x 155 x 60 135 x 135 x 60 155 x 155 x 60 135 x 135 x 60 135 x 135 x 60 95 x 95 x 60 135 x 135 x 60 135 x 135 x 60 115 x 115 x 60 135 x 135 x 60 115 x 115 x 60 135 x 135 x 60 135 x 135 x 60 135 x 135 x 60 135 x 135 x 60 115 x 115 x 60 115 x 115 x 60 130 x 130 x 50 130 x 130 x 50 130 x 130 x 50 130 x 130 x 50 130 x 130 x 50 130 x 130 x 50 90 x 90 x 50 130 x 130 x 50 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 N3 N6 N8 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N25 N28 N30 N33 N35 N38 N40 N43 N45 N48 N50 N73 N74 N75 N76 N77 N78 N79 N80 N133 N136 N137 N140 N143 235 x 85 x 40 220 x 340 x 40 295 x 300 x 40 85 x 85 x 40 85 x 85 x 40 C 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 (Tipo 1) N3 (Tipo 1) N5 (Tipo 2) N6 (Tipo 2) N11 (Tipo 2) N12 (Tipo 2) N13 (Tipo 2) N15 (Tipo 2) N18 (Tipo 2) N19 (Tipo 2) N28 (Tipo 2) 285 x 85 x 40 285 x 85 x 40 85 x 85 x 40 85 x 85 x 40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 N3 N5 N6 N11 N12 85 x 275 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 85 x 85 x 40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 (Tipo 1) N3 (Tipo 1) N5 (Tipo 2) N6 (Tipo 2) N7 (Tipo 2) N8 (Tipo 2) N10 (Tipo 2) N12 (Tipo 2) N13 (Tipo 2) N28 (Tipo 2) N30 (Tipo 2) N32 (Tipo 2) N35 (Tipo 2) N37 (Tipo 2) N38 (Tipo 2) O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 1 C-1 " A C I T R O V E N " T.S.U AGRONDUSTRIAL CIMENTACION ESTRUCTURA NAVE O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 2 C-2 " A C I T R O V E N " T.S.U AGRONDUSTRIAL CIMENTACION ESTRUCTURA NAVE (N25 - N133) y (N12 - N140) 15 5P1d12c/18 (304) 15 5P3d12c/18 (304) 38 200 48 N25 N133 15 16P2d12c/18 (114) 15 16P4d12c/18 (114) 48 48 60 N25 N133 285 95 (N16 - N137) 15 6P9d12c/18 (229) 15 6P11d12c/18 (229) 49 103 59 N16 N137 15 11P10d12c/18 (134) 15 11P12d12c/18 (134) 58 58 60 N16 N137 210 115 (N14 - N136) 15 6P5d12c/18 (229) 15 6P7d12c/18 (229) 59 103 49 N14 N136 15 11P6d12c/18 (134) 15 11P8d12c/18 (134) 58 58 60 N14 N136 210 115 N1, N30, N35, N48 y N50 15 6P17d12c/18 (134) 15 6P19d12c/18 (134) 58 58 N1 15 6P18d12c/18 (134) 15 6P20d12c/18 (134) 58 58 60 N1 115 115 N8 y N22 15 5P5d12c/18 (114) 48 48 N8 15 5P6d12c/18 (114) 48 48 60 N8 95 95 N73, N74, N75, N76, N77, N78 y N80 15 6P11d12c/22 (149) 15 6P13d12c/22 (149) 65 65 N73 15 6P12d12c/22 (149) 15 6P14d12c/22 (149) 65 65 50 N73 130 130 N79 15 4P15d12c/22 (109) 45 45 N79 15 4P16d12c/22 (109) 45 45 50 N79 90 90 N13, N15, N17 y N19 15 8P7d12c/18 (174) 15 8P9d12c/18 (174) 78 78 N13 15 8P8d12c/18 (174) 15 8P10d12c/18 (174) 78 78 60 N13 155 155 85 280 85 85 280 85 450 450 50 350 50 50 350 50 Espesor placa base: 18 mm Dimensiones Placa = 450x450x18 mm ( A-36 ) Pernos = 4d20 mm, ISO 898.C4.6 Ref. pilares : N1=N3=N6=N8=N11=N12=N13=N14=N15=N16=N17 N18=N19=N20=N21=N22=N23=N25=N28=N30=N33 N35=N38=N40=N43=N45=N48=N50 Escala 1 : 20 70 260 70 70 260 70 400 400 40 320 40 40 320 40 Espesor placa base: 14 mm Dimensiones Placa = 400x400x14 mm ( A-36 ) Pernos = 4d16 mm, ISO 898.C4.6 Ref. pilares : N73=N74=N75=N76=N77=N78=N79=N80 Escala 1 : 20 N6, N11, N18, N20, N21, N23, N28, N33, N38, N40, N43 y N45 15 7P1d12c/18 (154) 15 7P3d12c/18 (154) 68 68 N6 15 7P2d12c/18 (154) 15 7P4d12c/18 (154) 68 68 60 N6 135 135 O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 3 C-3 " A C I T R O V E N " T.S.U AGRONDUSTRIAL CIMENTACION ESTRUCTURA NAVE O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 1 E-1 " A C I T R O V E N " T.S.U AGRONDUSTRIAL ESTRUCTURA NAVE 6.000 HE 280 B 1.000 6.000 HE 280 B 1.000 5.016 HE 260 B 5.016 2.508 5.016 HE 260 B 5.016 2.508 6.000 HE 280 B 1.000 5.016 HE 260 B 5.016 2.508 5.016 HE 260 B 5.016 2.508 6.000 HE 280 B 1.000 HE 120 B 5.800 HE 120 B 5.800 6.000 HE 260 B 1.402 6.000 HE 260 B 1.805 6.000 HE 260 B 1.805 6.000 HE 260 B 1.402 HE 120 B 5.000 HE 120 B 5.000 HE 120 B 5.000 HE 120 B 5.000 HE 120 B 5.000 d12 8.345 d12 5.886 d12 7.668 d12 7.668 d12 6.319 d12 6.319 d12 7.668 d12 7.668 d12 5.886 d12 8.345 d12 8.345 d12 5.886 d12 7.668 d12 7.668 d12 6.319 d12 6.319 d12 7.668 d12 7.668 d12 5.886 d12 8.345 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 HE 100 B 5.800 N1: Tipos: 1 y 3 N2: Tipos: 4 y 6 N3: Tipos: 1 y 3 N4: Tipo 6 N5: Tipos: 2x7 y 8 N6: Tipos: 1 y 3 N7: Tipos: 5 y 6 N8: Tipos: 2x7 y 8 N9: Tipo 6 N10: Tipos: 1 y 3 N11: Tipos: 3 y 9 N12: Tipo 3 N13: Tipos: 3 y 10 N14: Tipos: 3 y 11 N15: Tipo 2 N16: Tipo 2 N17: Tipo 2 N18: Tipo 2 N19: Tipos: 2x6 N20: Tipos: 6 y 7 N21: Tipos: 6 y 7 N22: Tipos: 2x6 N23: Tipo 12 N24: Tipo 13 N25: Tipo 12 N26: Tipo 12 N27: Tipos: 2x6 N28: Tipos: 2x6 N29: Tipos: 6 y 7 N30: Tipos: 6 y 7 5.8 5 5 5 5 5 12.5 12.5 0.402 0.402 1.006 1 6 1.402 7 Empresa Acitroven Norma de acero laminado: ABNT NBR 8800:2008 Acero laminado: A-36 250Mpa Escala: 1:100 O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 2 E-2 " A C I T R O V E N " T.S.U AGRONDUSTRIAL ESTRCUTURA NAVE Tipo 3 95 95 40 101 130 130 101 40 670 280 12 Taladros d 21.5 mm 40 85 Chapa frontal de la viga HE 260 B (e = 18 mm) 1500 1483 57 260 243 Detalle de la cartela (1/2 HE 260 B ) 6 6 191 191 E60XX SMAW 11 E60XX SMAW 11 E60XX SMAW 6 6 197 197 E60XX SMAW 11 E60XX SMAW Viga HE 260 B Cartela 1/2 HE 260 B Pilar HE 280 B Sección A - A 40 Rigidizador 244x130x18 Rigidizador 244x130x18 Viga HE 260 B Cartela 1/2 HE 260 B 10 10 E60XX SMAW 17 260 E60XX SMAW 8 % (12) M20x75, Tipo 1, ASTM A325MT M20, ASTM A563M, 8S 2 M20, ASTM F436M, Tipo 1 Chapa 280x670x18 A A d1 d1 B B Pilar HE 280 B Alzado E60XX SMAW 10 10 112 112 10 10 112 112 E60XX SMAW 5 5 208 208 E60XX SMAW Rigidizador 244x130x18 E60XX SMAW 10 10 112 112 10 10 112 112 E60XX SMAW 5 5 208 208 E60XX SMAW Rigidizador 244x130x18 d1.Detalle de soldaduras: rigidizadores a Pilar HE 280 B Chapa 280x670x18 Rigidizador 244x130x18 Rigidizador 244x130x18 Viga HE 260 B Sección B - B Escala 1:20 Empresa Acitroven Norma de acero laminado: ABNT NBR 8800:2008 Acero laminado: A-36 250Mpa Escala: 1:100 Tipo 12 85 85 79 79 300 260 4 Taladros d 21.5 mm Pilar HE 260 B : Chapa frontal (e = 18 mm) 59 85 Viga HE 260 B 9 E60XX SMAW E60XX SMAW 5 5 191 191 E60XX SMAW 9 Chapa 260x300x18 (4) M20x75, Tipo 1, ASTM A325MT M20, ASTM A563M, 8S 2 M20, ASTM F436M, Tipo 1 Sección A - A Rigidizador 225x125x18 Rigidizador 225x125x18 9 9 108 108 E60XX SMAW E60XX SMAW 9 9 108 108 5 5 191 191 E60XX SMAW E60XX SMAW 5 5 191 191 9 9 108 108 E60XX SMAW E60XX SMAW 9 9 108 108 Pilar HE 260 B Sección B - B Viga HE 260 B A A B B 8 % Rigidizador 225x125x18 Rigidizador 225x125x18 Pilar HE 260 B Alzado Escala 1:20 Tipo 20 10 15 Viga IPE 140 5 5 110 110 E60XX SMAW Chapa lateral 90x110x8 (2) M16x45, Tipo 1, ASTM A325MT M16, ASTM A563M, 8S 2 M16, ASTM F436M, Tipo 1 A A Pilar HE 260 B Alzado 45 29 29 110 90 2 Taladros d 17.5 mm Chapa lateral de la viga IPE 140 (e = 8 mm) 127.7 Chapa lateral 90x110x8 Viga IPE 140 Sección A - A Escala 1:20 O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 3 E-3 " A C I T R O V E N " T.S.U AGRONDUSTRIAL ESTRCUTURA NAVE 210 x 115 x 60 210 x 115 x 60 285 x 95 x 60 95 x 285 x 60 115 x 115 x 60 135 x 135 x 60 95 x 95 x 60 135 x 135 x 60 155 x 155 x 60 155 x 155 x 60 155 x 155 x 60 135 x 135 x 60 155 x 155 x 60 135 x 135 x 60 130 x 130 x 50 130 x 130 x 50 130 x 130 x 50 90 x 90 x 50 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 C.1 40x40 N1 N3 N6 N8 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N73 N75 N77 N79 N136 N137 N140 N143 O ESCALA: JUNIO - 2015 FECHA: 1/175 PLATAFORMA DIGITAL CAD: BIBLIOCAD PROYECTISTAS: UBICACION: PROPIETARIO: PEREZ COLMENARES NOSTAR FRANCESCO CONTENIDO: PROFESIONAL: I D E A L PROYECTOS PLANO Nº: SERIE Nº: A ARQUITECTURA OBRAS ZONA INDUSTRIAL DEL TOCUYO, MUINICIPIO MORÁN, EL TOCUYO, ESTADO LARA 1 C-1 " A C I T R O V E N " T.S.U AGRONDUSTRIAL CIMENTACION ESTRUCTURA NAVE (N25 - N133) y (N12 - N140) 15 5P1d12c/18 (304) 15 5P3d12c/18 (304) 38 200 48 N25 N133 15 16P2d12c/18 (114) 15 16P4d12c/18 (114) 48 48 60 N25 N133 285 95 (N16 - N137) 15 6P9d12c/18 (229) 15 6P11d12c/18 (229) 49 103 59 N16 N137 15 11P10d12c/18 (134) 15 11P12d12c/18 (134) 58 58 60 N16 N137 210 115 (N14 - N136) 15 6P5d12c/18 (229) 15 6P7d12c/18 (229) 59 103 49 N14 N136 15 11P6d12c/18 (134) 15 11P8d12c/18 (134) 58 58 60 N14 N136 210 115 N1, N30, N35, N48 y N50 15 6P17d12c/18 (134) 15 6P19d12c/18 (134) 58 58 N1 15 6P18d12c/18 (134) 15 6P20d12c/18 (134) 58 58 60 N1 115 115 N13, N15, N17 y N19 15 8P7d12c/18 (174) 15 8P9d12c/18 (174) 78 78 N13 15 8P8d12c/18 (174) 15 8P10d12c/18 (174) 78 78 60 N13 155 155

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, details of foundations, DWG, footings, FOUNDATION, foundations, fundament, galpon, head, pilotines

DWG_Blocks

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