Covered Structure – Forums DWG Detail for AutoCAD

Detail structure of forums covered – Plant – Details

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

structural plant, of smooth round, windbreaker, structural plant, of smooth round, windbreaker, pilaster spaces, footprint spaces, superelevation spaces, simple concrete template of thickness of f’c, dice, lock, tube of, cut to ‘, simple concrete template of thickness of f’c, rectangular profile base, galvanized sheet, hollow block cm, scale, tube, low wall with cm tabicon, armor, ptr, upper lower, zintro alum, pilaster spaces, footprint spaces, superelevation spaces, detail, simojovel, chiapas, work:, draft:, febreo, plane number, date:, municipality:, location:, armor detail, football field the amber, mount, scale, view in isometric armor, scale, detail, scale, detail, scale, detail, of, structural plant, of smooth round, windbreaker, armor section, ptr, upper lower, zintro alum, lime, total weight of, simple concrete template of thickness of f’c, dice, lock, tube of, cut to ‘, pilaster spaces, footprint spaces, superelevation spaces, simple concrete template of thickness of f’c, rectangular profile base, galvanized sheet, hollow block cm, scale, tube, low wall with cm tabicon, ing. Sixto Vazquez Monzon

Raw text data extracted from CAD file:

3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.50 4.00 24.50 planta estructural 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 L-1 L-1 L-1 L-1 L-1 \A1;Atiesador de redondo liso de \S3/8;\H1.4286x;” \A1;\S1#2;\H1.4286x;”d contravientos 745.2085464548982 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.50 4.00 24.50 planta estructural 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 745.2085464548982 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 L-1 L-1 L-1 L-1 L-1 \A1;Atiesador de redondo liso de \S3/8;\H1.4286x;” \A1;\S1#2;\H1.4286x;”d contravientos 745.2085464548982 \A1;2.10 \A1;1.94 \A1;0.60 \A1;2 Espacios de 1.20=2.40 Pilastras \A1;6 Espacios de 0.60 = 3.60 huellas \A1;6 Espacios de 0.35 = 2.10, Peraltes \A1;3.20 \A1;3.80 \A1;3.40 \A1;0.70 \A1;1.12 \A1;4.04 \A1;1.30 1.00 1.00 1.00 1.00 0.20 0.60 4.00 Plantilla de concreto simple de 5 de espesor de f’c = 100 kg/cm² Dado D-2 Dado D-1 \A1;Zapata Z-2 \A1;Zapata Z-1 \A1;Trabe T-2 Trabe T-1 \A1;Trabe T-3 \A1;Trabe T-3 \A1;Trabe T-4 \A1;Pasamanos de “OC” 73 x 5.16 Tubo de “OC” 73 x 5.16 Corte A – A’ \A1;Trabe T-3 752.2795288729958 752.2795288729958 752.2795288729958 752.2795288729958 752.2795288729958 752.2795288729958 Plantilla de concreto simple de 5 de espesor de f’c = 100 kg/cm² \A1;Armadura a base de perfil rectangular de 2.5×5 \A1;Techumbre de Lámina Galvanizada 752.2795288729958 752.2795288729958 752.2795288729958 752.2795288729958 \A1;Castillo C-1 \A1;Muro de Block hueco de 15x20x40 cm Escala 1:10 E L E V A C I O N 752.2795288729958 \A1;Pilastra de tubo “OC” 73×5.16 752.2795288729958 752.2795288729958 Murete de enrase con tabicon de 15x20x40 cm ARMADURA 752.2795288729958 752.2795288729958 752.2795288729958 752.2795288729958 752.2795288729958 752.2795288729958 \A1;diagonales ptr 2×2″ cal.14 \A1;montantes ptr 2×2″ cal.14 752.2795288729958 \A1;L-1(larguero 4mt14 \A1;cuerda superior e inferior ptr.2″x3″ cal.11 \A1;lamina zintro alum R-72 cal.26 \A1;0.90 \A1;0.59 \A1;1.0000 \A1;1.0000 \A1;0.2000 \A1;0.6000 \A1;4.0000 \A1;3.0000 \A1;3.0000 \A1;3.0000 \A1;3.0000 \A1;3.0000 \A1;3.0000 \A1;3.0000 \A1;3.5000 \A1;4.0000 \A1;24.5000 \A1;1.0000 \A1;1.0000 \A1;1.94 \A1;0.60 \A1;2 Espacios de 1.20=2.40 Pilastras \A1;4.04 \A1;1.30 \A1;2.10 \A1;6 Espacios de 0.60 = 3.60 huellas \A1;6 Espacios de 0.35 = 2.10, Peraltes \A1;3.40 \A1;0.70 \A1;1.12 5 Detalle 02 Simojovel Simojovel, Chiapas. Obra: Proyectó: FEBREO DE 2009 Númerode plano Fecha: Municipio: Localidad: DETALLE DE ARMADURA 03 CAMPO DE FUTBOL EL AMBAR \A1;Perfil monten 2×4″ \A1;soldadura Escala 1:10 VISTA EN ISOMETRICO ARMADURA Escala 1:10 DETALLE 02 Detalle 03 Escala 1:10 DETALLE 02 Escala 1:10 DETALLE 3 \A1;Angulo 2″x2″ de \S1#8;” 5 \A1;Birlos de \S1#2;” \A1;Pernos de \S5#8;” \A1;Placa de 15×59 de \S1#4;” planta estructural 5 5 5 5 5 5 5 5 5 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 L-1 L-1 L-1 L-1 L-1 \A1;Atiesador de redondo liso de \S3/8;\H1.4286x;” \A1;\S1#2;\H1.4286x;”d contravientos 5 SECCION DE ARMADURA A-1 5 5 5 5 \A1;diagonales ptr 2×2″ cal.14 \A1;montantes ptr 2×2″ cal.14 5 \A1;L-1(larguero 4mt14 \A1;cuerda superior e inferior ptr.2″x3″ cal.11 \A1;lamina zintro alum R-72 cal.26 5 5 2″x3″ cal 11=4+4.016=8.02×5.91=47.40 2″x2″ cal 14=0.46+1.023+0.37+1.02+0.28+0.99+0.19+0.94+0.1=5.37×2.99=16.06 Peso total de estructura=63.46 Plantilla de concreto simple de 5 de espesor de f’c = 100 kg/cm² Dado D-2 Dado D-1 \A1;Zapata Z-2 \A1;Zapata Z-1 \A1;Trabe T-2 Trabe T-1 \A1;Trabe T-3 \A1;Trabe T-3 \A1;Trabe T-4 \A1;Pasamanos de “OC” 73 x 5.16 Tubo de “OC” 73 x 5.16 Corte A – A’ \A1;Trabe T-3 2.10 1.94 0.60 2 Espacios de 1.20=2.40 Pilastras 6 Espacios de 0.60 = 3.60 huellas 6 Espacios de 0.35 = 2.10, Peraltes Plantilla de concreto simple de 5 de espesor de f’c = 100 kg/cm² \A1;Armadura a base de perfil rectangular de \A1;Techumbre de Lámina Galvanizada 3.40 0.70 \A1;Castillo C-1 \A1;Muro de Block hueco de 15x20x40 cm Escala 1:10 E L E V A C I O N 1.12 \A1;Pilastra de tubo “OC” 73×5.16 4.04 1.30 Murete de enrase con tabicon de 15x20x40 cm Ing. Sixto Vazquez Monzon