Torre 54m DWG Block for AutoCAD

Triangular Tubular Tower 54m 6 aev

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

module, scale:, module, Weight, tower weights, at the., height, module, platform, weld bar pass, shp, weld nipple, shp, support pararaio, vertical bar, profile, locking ring, pin mm, holes plate thickness:, sailor ladder, holes plate thickness:, ray holder, of the foundation modulo anchors, top module screws astm, lower module astm screws, top module screws astm, lower module astm screws, top module screws astm, lower module astm screws, top module screws astm, lower module astm screws, top module screws astm, lower module astm screws, top module screws astm, lower module astm screws, top module screws astm, lower module astm screws, top module screws astm, lower module astm screws, mesh, stairway entrance, leveling details, scale, lam, anchor bolts, detail, Typical column anchoring, scale, View, scale, anchor, grout leveling sikatop equivalent type, concrete mpa, column, leveling plates, washer, anchor, concrete mpa, anchor, concrete mpa, infortecline, project specifications self-supporting tubolar aev wind category iv, technical manager, levy de franco araujo rodrigues creates pa, date:, self-supporting tower, local installation: belém, board, no scale

Raw text data extracted from CAD file:

5400 600 600 600 600 600 600 600 600 600 400,01 400 MODULO 1 400 357,14 314,28 271,42 228,58 185,71 142,86 100 100 200 200 200 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 100 200 70,71 Tub.Ø2.1/2″x200 320 42 35 35 Tub.Ø1.1/2″x120 50 400 200 200 200 273,2 100 5400 100 -5895.513554373989 -5895.513554373989 100 100 273,2 Escala: A 300 50 300 600 200 25 50 25 100 183 365 40 285 40 160 320 40 240 40 200 50 40 240 40 40 285 40 320 365 300 609,81 150 150 40 30 710,35 100 150 400 80 710,35 5 5 5 5 5 5 5 5 5 5 5 5 MODULO 1 00 00 00 00 00 00 00 6 Peso PESOS DA TORRE 7 6 5 4 3 2 42 36 30 24 18 1 12 No. Altura 00 8 48 00 9 54 MODULO 2 MODULO 3 MODULO 4 MODULO 5 MODULO 6 MODULO 7 MODULO 8 MODULO 9 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 Plataforma Soldar Paso barra Ø5/8″ Tub.Ø2.1/2″x<> Tub.Ø1.1/2″x<> SHP Soldar Niple 5 5 5 5 5 L2.1/2×3/16″ SHP SUPORTE PARARAIO BARRA VERTICAL 40×4 PERFIL C 50x25x3 \U+2205650 ARO DE TRAVAMENTO d 12 PERNO 3/8”x1” mm 50 CM \A1;DISTANCIADOR \A1;d = 5 1/2″ D = 12″ Furos = 2″ Espessura Chapa: \S3/4;” ESCADA DE MARINHEIRO \A1;d = 5″ D = 12″ Furos = 2″ Espessura Chapa: \S3/4;” SUPORTE PARA RAIOS 5 5 5 5 M1 H1 H1 H1 D1 D1 D1 D1 D1 D1 H1 H1 H1 T1 T1 T1 \A1;Base da Fundação Modulo 1 \A1;PLACA 35X35 e = \A1;\S3/4;\A1;” \A1;4 CHUMBADORES 1 1/2″ \A1;Base Superior Modulo 1 \A1;PLACA 25X25 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 2 \A1;PLACA 25X25 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Superior Modulo 2 \A1;PLACA 22X22 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 3 \A1; \A1;PLACA 22X22 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Superior Modulo 3 \A1;PLACA 22X22 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 4 \A1;PLACA 22X22 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Superior Modulo 4 \A1; \A1;PLACA 22X22 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 5 \A1;PLACA 22X22 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Superior Modulo 5 \A1;PLACA 20X20 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 6 \A1;PLACA 20X20 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Superior Modulo 6 \A1;PLACA 20X20 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 7 \A1;PLACA 25X25 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Superior Modulo 7 \A1;PLACA 22X22 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 8 \A1;PLACA 20X20 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Superior Modulo 8 \A1;PLACA 18X18 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 \A1;Base Inferior Modulo 9 \A1;PLACA 18X18 e = \A1;\S3/4;\A1;” \A1;4 parafusos 1″ ASTM A36 Malha Entrada Escada T1 \A1;Tubo 3.1/2″x7.11mm \A1;Tubo 1″x1mm 5 5 5 5 5 DETALLE PLANTILLAS DE NIVELACIÓN ESCALA 1:10 1-5 1-5 A-F 1-5 1-5 A-F LAM 3x285x320 1 5 5 5 5 5 5 4 PERNOS DE ANCLAJE DETALLE 01 ANCLAJE TIPICO DE COLUMNAS ESCALA 1:10 B B VISTA B-B ESCALA 1:10 \A1;4 CHUMBADOR 1 \S1/2;” GROUTING DE NIVELACION TIPO SIKATOP 122 O EQUIVALENTE CONCRETO 20 MPA 2 5 5 5 5 5 5 5 5 5 5 COLUMNA W8x31 5 5 5 5 5 5 5 5 5 5 5 5 5 PLATINAS DE NIVELACIÓN ARANDELA (POS 2) -3.30 5 5 \A1;4 CHUMBADOR 1 \S1/2;” CONCRETO 20 MPA 2 5 \A1;4 CHUMBADOR 1 \S1/2;” CONCRETO 20 MPA 2 5 5 5 260 5 5 5 5 5 5 INFORTECLINE ESPECIFICAÇÕES DO PROJETO TORRE AUTOPORTANTE TUBOLAR AEV = 6.08 VENTO = 40 M/S S1 = 1 S2 = CATEGORIA IV S3 = 1 RESPONSAVEL TÉCNICO Levy de Franco Araujo Rodrigues Crea 21348D PA DATA: 20/08/2013 TORRE AUTOPORTANTE 54 M LOCAL INSTALAÇÃO: BELÉM PRANCHA 1/1 SEM ESCALA / A1