Metal Cover DWG Block for AutoCAD

Metal Cover DWG Block for AutoCAD

Metal cover.

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

kwh, length, length, weight, brand, kind, total, profile, total, total kg, total pefires:, profile, length, weight, kind, long, total, total kg, structural profile sheet, sheet of irons, the Ecuadorian code of construction c.e.c., the resistant earthquake design complies with the regulations set out in, from a.i.s.c. structural details are governed by it., of the code a.c.i. structural details are governed by it., the structural concrete design meets the specifications, the structural profiled design meets the specifications, indicated, sheet, structural, scales, the steel must have a unitary effort the creep final effort, any change in the structural design will be consulted with the calculator in writing., the concrete must have a final unitary stress compressing the days old f’c, the capacity of the soil has been particular that will be verified that it is fulfilled in the site., Technical specifications, calculation structural design, typical metal roof for stadium, various details, contains:, ing.nelson patin, date, drawing, February of, lp.l.a, the minimum levels of foundation will be indicated., fy steel, diameter of commercial rods, iron sheet summary, eat., long, observations, live service load cm, lp:, ing. luis lopez alvarez, length, weight, brand, kind, total, total kg, types of folding, observations, sheet of irons, total kg, angle, concrete, cyclopean, water channel rain, sheet mm, identifying sign, bleachers, concrete cycle, the iran bolts, welder, mm rods, plate mm, cap screw, concrete, simple, welded with, galvalumen cover, Flourecent Lamps sl, point of incandescent light, three-phase outlet, light interruptor, lighting circuit, outlet circuit, simple switch, double switch, switch, Circuit board, electric power meter, down, galvalumen cover, soil improvement, tensor, length, length, weight, brand, kind, total, profile, total, total kg, total pefires:, structural profile sheet, structural profile, Profiles, cover, coating box, slab beams, chain mooring, mezzanine floor, foundation, columns, column, hook, profile, panel galvalumen, deck beam, cut aa, cut bb, belt

Raw text data extracted from CAD file:

3,18 3,18 9,55 4.30 0.65 0,2 3,18 1,35 0,22 0,23 0,22 0,23 0,22 0,23 2,6 1,02 0,18 0,4 0,2 0,2 0,2 0,2 0,2 1,4 0,51 0,89 2,45 1,86 0,85 1,18 0,5 0,4 0.45 4,24 4,65 0,42 0,31 0,66 0,2 0,6 0,49 0,11 0,3 1,84 2,01 3,52 0,48 0,43 0,38 0,34 0,3 0,26 KWH 3,18 3,18 9,55 4,24 3,18 0,15 0,15 0,5 0,26 1 3,52 Ø Longitud [ m ] # # Longitud Peso P/varilla Peso Marca Tipo [mm] a b c d Total perfil total Total ( m ) ( kg / m ) Total ( kg ) 100 G 12 0.15 0.05 0.15 0.03 2.31 1 4 9.24 24.00 221.76 101 G 12 0.15 0.05 0.15 0.03 1.96 1 4 7.84 24.00 188.16 102 C 12 0.10 0.05 0.04 1.10 1 4 4.40 27.00 118.80 103 U 12 0.15 0.05 0.03 4.21 1 4 16.84 23.00 387.32 104 C 12 0.10 0.05 0.04 10.50 1 5 52.50 20.00 1050.00 105 N 12 0.05 0.05 0.04 0.44 1 72 31.68 17.89 566.76 106 N 12 0.025 0.025 0.02 0.60 2 8 4.80 11.00 52.80 107 U 12 0.15 0.05 0.03 0.80 1 4 3.20 23.00 73.60 108 U 12 0.15 0.05 0.03 3.62 1 4 14.48 23.00 333.04 0.00 0.00 0.00 TOTAL PEFILERIA: 2992.24 Ø PERFILERIA [ m ] Longitud Peso c/varilla Peso Peso Tipo [mm] a b c d Long. Total Total ( m ) ( kg / m ) Total ( kg ) Total ( kg ) 200 C 16 2.20 0.15 0.00 2.50 10 25.00 1.58 39.50 201 O 10 0.40 0.20 0.07 1.27 7 8.89 0.62 5.51 202 I 12 3.30 0.10 3.50 24 84.00 0.89 74.76 205 I 12 2.00 0.10 2.20 20 44.00 0.89 39.16 206 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 PLANILLA DE PERFIL ESTRUCTURAL PLANILLA DE HIERROS # L=2.20 L=2.80 L=3.50 L=1.80 L=3.50 L=1.80 L=3.50 L=1.80 L=1.80 L=1.30 L=3.30 L=3.20 L=1.80 L=25.0 L=11.90 L=10.0 L=10.50 L=10.0 L=10.0 L=10.90 L=3.60 L=7.20 L=6.50 L=10.10 L=10.10 L=5.50 L=4.50 L=3.20 L=1.80 L=11.90 L=10.0 L=10.15 L=3.20 L=1.80 L=11.90 L=10.0 L=10.15 L=26.20 L=26.10 L=2.20 L=2.80 L=3.70 L=3.70 L=3.70 L=1.80 L=2.20 L=2.70 L=2.70 L=2.70 L=2.70 L=25.80 L=25.80 L=2.20 L=2.80 L=3.70 L=3.70 L=3.70 L=1.80 L=2.20 L=2.70 L=2.70 L=2.70 L=2.70 L=22.90 L=22.90 L=2.80 L=3.70 L=3.70 L=3.70 L=1.80 L=2.70 L=2.70 L=2.70 L=2.70 L=2.50 L=1.30 L=10.80 L=2.00 L=10.80 L=1.50 L=2.20 L=2.80 L=2.80 L=1.30 L=11.40 L=2.00 L=11.40 L=1.50 L=2.20 L=2.80 L=variable L=5.50 el Código Ecuatoriano de la Construcción C.E.C. 2000. * El Diseño Sismo Resistente cumple con las Normativa expuesta en del A.I.S.C. y A.I.S.I., detalles estructurales se rigen al mismo. del Código A.C.I. 318-99, detalles estructurales se rigen al mismo. * El Diseño en Hormigón Estructural cumple con las Especificaciones * El Diseño en Perfilería Estructural cumple con las Especificaciones INDICADAS LÁMINA ESTRUCTURAL 1/1 ESCALAS 2.- El Acero debe tener un esfuerzo unitario a la fluencia fy= 4200 Kg/cm², y esfuerzo final fu= 6400 Kg/cm². 5.- Cualquier cambio o modificación en el Diseño Estructural será consultado con el Calculista por escrito. 1.- El Hormigón debe tener un esfuerzo unitario último a la compresión a los 28 días de edad f'c = 210 Kg/cm². 4.- La capacidad del suelo qu= 10 T/m² se ha asumido, particular que se verificará que se cumpla en el sitio. ESPECIFICACIONES TÉCNICAS CALCULO Y DISEÑO ESTRUCTURAL CUBIERTA METALICA TIPICA PARA ESTADIO L=10.0m x 4.0 m CERCHAS, CORREAS, DETALLES VARIOS CONTIENE: P R O P I E T A R I O ING.NELSON PATIN FECHA DIBUJO Febrero de 2011 L.P.L.A 3.- Los niveles mínimos de cimentación serán los indicados. ACERO fy = 4200 Kg/cm² DIAMETRO DE VARILLAS COMERCIALES RESUMEN DE HIERRO EN LÁMINA 18 16 12 14 20 6 12 qq 9 COME. LONG. 8 10 OBSERVACIONES 22 32 28 CARGA VIVA DE SERVICIO = 200 Kg/m² ; 1752 Aliv.20*20*15 cm c/piso LP: 18- 936 Ing. Luis Lopez Alvarez Ø Longitud [ m ] Longitud Peso c/varilla Peso Marca Tipo [mm] a b c d g Total Total ( m ) ( kg / m ) Total ( kg ) # I' \A1;a TIPOS DE DOBLADO \A1;a \A1;b C \A1;b \A1;b \A1;a \A1;b O \A1;g L \A1;a OBSERVACIONES PLANILLA DE HIERROS TOTAL = 158.93 kg 10.5 1.5 2 1 5 2 3 4 5 5 "G" 150*50*15*3 Mc100 "G" 150*50*15*3 Mc100 "G" 150*50*15*3 Mc101 "U" 150*50*3 Mc108 "U" 150*50*3 Mc103 "U" 100*50*4 Mc104 "U" 100*50*4 Mc104 "U" 100*50*4 Mc104 "U" 100*50*4 Mc104 3Ø16 c/lado Mc200 EØ10 @15 Mc201 "L" 25*25*3 Mc106 5 "G" 150*50*15*3 Mc100 "G" 150*50*15*3 Mc100 "G" 150*50*15*3 Mc100 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 Ø12mm Mc202 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 4.30 "U" 100*50*4 Mc102 "U" 100*50*4 Mc102 "U" 100*50*4 Mc102 "U" 100*50*4 Mc102 "U" 100*50*4 Mc102 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 Mc105 0.65 5 Angulo "C" 150*50*3 Mc107 "C" 150*50*3 Mc107 "U" 100*50*4 Mc107 "U" 100*50*4 Mc102 HORMIGON CICLOPEO f'c=140 kg/cm2 \A1;a \A1;b U e \A1;a a N e \A1;a \A1;b G c e N+0.00 CANAL AGUA LLUVIA LAMINA e=2 mm A,Inox. LETRERO IDENTIFICATORIO GRADERIO N+0.00 Hormigon Ciclopeo LOS PERNOS IRAN SOLDADOR A LAS VARILLAS DE Ø16 MM PLACA e=16 MM Perno Ø1" HORMIGON SIMPLE f'c=210 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLDADA CON AW10-11 5 5 5 5 "L" 50*50*4 Mc105 "C" 150*50*3 Mc107 "C" 150*50*3 Mc107 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "L" 50*50*4 Mc105 "G" 150*50*15*3 Mc100 B B "U" 100*50*4 Mc104 "L" 25*25*3 Mc104 "L" 25*25*3 Mc106 "U" 100*50*4 Mc104 "U" 100*50*4 Mc104 A A 5 5 0.45 5 "U" 100*50*4 Mc102 N+0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CUBIERTA DE GALVALUMEN e=0.40 LAMPARAS FLOURECENTES 4 x 55 w SL PUNTO DE LUZ INCANDESENTE TOMACORRIENTE TRIFASICA TOMA DE LUZ CIRCUITO DE LUMINARIAS CIRCUITO DE TOMACORRIENTE INTERRUPTOR SIMPLE INTERRUPTOR DOBLE CONMUTADOR TABLERO DE CIRCUITOS MEDIDOR DE ENERGIA ELECTRICA 2S SS S S I M B O L O G I A 1 5 2 3 4 5 5 5 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 "L" 30*30*3 Mc105 5 2S BAJANTE AGUAS LLUVIAS Ø4" C/EXTREMO 5 5 e=4mm e=3mm Ø12mm Ø12mm Ø12mm Ø12mm Ø12mm Mc202 Ø12mm CUBIERTA DE GALVALUMEN e=0.40 e=2mm 5 N-0.50 MEJORAMIENTO DE SUELO 5 5 5 Tensor Tensor Tensor Tensor Tensor Tensor Tensor Tensor Tensor Tensor Tensor Tensor Tensor Ø Longitud [ m ] # # Longitud Peso P/varilla Peso Marca Tipo [mm] a b c d Total perfil total Total ( m ) ( kg / m ) Total ( kg ) 100 G 12 0.15 0.05 0.15 0.03 2.31 1 4 9.24 24.00 221.76 101 G 12 0.15 0.05 0.15 0.03 1.96 1 4 7.84 24.00 188.16 102 C 12 0.10 0.05 0.04 1.10 1 4 4.40 27.00 118.80 103 U 12 0.15 0.05 0.03 4.21 1 4 16.84 23.00 387.32 104 C 12 0.10 0.05 0.04 10.50 1 5 52.50 20.00 1050.00 105 N 12 0.05 0.05 0.04 0.44 1 72 31.68 17.89 566.76 106 N 12 0.025 0.025 0.02 0.60 2 8 4.80 11.00 52.80 107 U 12 0.15 0.05 0.03 0.80 1 4 3.20 23.00 73.60 108 U 12 0.15 0.05 0.03 3.62 1 4 14.48 23.00 333.04 TOTAL PEFILERIA: 2992.24 200 C 16 2.20 0.15 0.00 2.50 10 25.00 1.58 39.50 201 O 10 0.40 0.20 0.07 1.27 7 8.89 0.62 5.51 202 I 12 3.30 0.10 3.50 24 84.00 0.89 74.76 205 I 12 2.00 0.10 2.20 20 44.00 0.89 39.16 206 PLANILLA DE PERFIL ESTRUCTURAL Esc1______25 PERFILERIA ESTRUCTURAL TAPAMARCO DE PERFILERIA Esc1______25 Esc1______25 CUBIERTA CUADRO DE RECUBRIMIENTOS [CM] VIGAS DE LOSA 3.0 cm C/LADO CADENA AMARRE 4.0 cm C/LADO LOSA ENTREPISO 3.0 cm C/LADO CIMENTACION 7.0 cm C/LADO COLUMNAS 3.0 cm C/LADO Esc1______25 COLUMNA Gancho Perfil Panel Galvalumen VIGA DE CUBIERTA Esc1______10 CORTE AA Esc1__S/E Esc1__S/E CORTE BB CORREA "G" CANAL"U"

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	adobe, autocad, bausystem, block, construction system, cover, covintec, DWG, earth lightened, erde beleuchtet, losacero, metal, metal cover, plywood, sperrholz, stahlrahmen, steel framing, système de construction, terre s