Colegio Manuel Pardo – Coverage DWG Detail for AutoCAD

Colegio Manuel Pardo – Coverage DWG Detail for AutoCAD

Metal coverl – Construction Details

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

zinc channel, beam, ceiling suspended from, mm triplay, zinc plated ridge, galvanized cm., zinc plated channels, coverage with calamine, n.c., beam, mm triplay, ceiling suspended from, upper rope, wood, lower string, all wood, diagonal amounts, wood titillar detail, esc, string inf. from tijeral, triplay iron, tapajunta, backstage, wood, circle, rodón, both sides, cards, interior ceiling detail, esc, six-module module ceiling, ridge axis, roof edge, ridge axis, coverage edge, wood tongs, frame, wood, frame, wood, decalamine iron cover, ceiling of, triplay iron, belt, about tijeral, view detail of, frame, triplay iron, ceiling of, wood, esc, detail, rodón, circle, backstage, tapajunta, triplay iron, ceiling ext. side, about tijeral, belt, tympanic wall, outdoor, top rope splicing, rope splicing, lower, rope splicing, estribaje tip. rest, estribaje tip. rest, typical tympanic reinforcement detail, esc:, estribaje tip. rest, scale, section, estribaje tip. rest, n.m.t., Technical specifications, concrete, reinforcing steel, overload, structural wood, with the following characteristics:, structural wood shall be defined as a group in accordance with the national rules of, roof overhead light load, astm steel, concrete cycle, in the rest of structures., foundation beams in reinforced foundation., structural concrete, pg. in running foundation., pg. in false shoe., p.m. in running over., flexural strength, the name of the wood used is the screw, beam, detail of anchorage of tijeral with, esc, beam, wood truss, mooring of, concrete fill, rows of bricks, of mts., scale, wood straps, scale, standard, standard, standard, scale, section, section, scale, beam straps, between, concrete fill, wood strap, ceiling, will be built with mm triplay. wood flashing racks, wooden circle radio rods, modulus of elasticity, relative density of, parallel shear strength, perpendicular compression resistance, parallel compression resistance, parallel tensile strength:, healed, coatings, in beams slabs lightened solid slabs will be cm., in high beams will be cm., in columns will be cm., in foundations cm., in all the elements where cement is used they will be cured permanently, during the day with drinking water during the days after the construction., brushed wood frieze, four module classroom ceiling, decalamine iron cover, ridge axis, roof edge, frame, wood, wood straps, coverage edge, belt, about tijeral, view detail of, frame, ceiling ext. side, ridge axis, scale, wood tongs, wood, frame, triplay iron, ceiling of, ridge axis, ceiling ext. side, ceiling of, triplay iron, frame, view detail of, about tijeral, belt, cobe edge

Raw text data extracted from CAD file:

0.20 .15 1.85 1.85 0.80 0.80 0.825 0.825 0.825 0.825 0.396 0.582 0.825 0.825 0.825 0.825 0.800 0.800 6.370 0.40 1.600 0.61 0.21 @ 0.61 0.40 0.60 0.23 3.075 3.075 0.30 1.85 0.23 1.40 0.40 0.25 1.00 1.00 0.30 1.60 0.40 1.400 0.28 0.30 1.40 .215 3.40 3.40 .22 1.60 .60 .19 4.20 4.20 4.20 4.20 4.20 4.20 .19 0.65 0.50 0.65 3.55 0.50 3.55 0.30 0.65 3.55 0.30 0.20 0.30 0.25 0.23 0.30 0.90 0.30 0.90 0.355 0.610 0.235 0.610 0.610 0.610 0.610 0.610 0.235 0.635 0.355 3.59 2.74 5.70 5.71 2.73 3.72 2.71 1.40 3.40 .22 1.60 .215 3.40 4.20 4.20 4.20 4.20 .60 .19 3.59 2.74 5.71 3.73 5.33 3.40 2.73 .22 3.40 4.20 .19 .60 0.635 0.610 0.610 0.610 0.610 0.610 0.610 5 Ø 6" 5 Canaleta de zinc 5 5 5 Viga Cielo raso suspendido de Triplay de 4 mm Cumbrera de plancha de zinc galvanizado de Ø .15 cm. zinc galvanizado de 11 canales Cobertura con calamina de N.C.R. + 6.395 5 5 5 5 5 5 Viga 5 5 5 5 5 5 5 5 0.40 5 Triplay de 4 mm Cielo raso suspendido de Cuerda superior madera 2" x 6" madera 2" x 6" Cuerda inferior todas madera 2" x 4" Diagonales y montantes DETALLE TIJERAL DE MADERA Esc : 1/25 Cuerda inf. de tijeral 2" x 6" 0.61 0.21 de e = 4mm Plancha triplay @ 0.61 Tapajunta 2" de e = 1/2" Bastidores madera 2" x 2" 1/4 de círculo Rodón r =1" 0.40 ambos lados Cartelas e=1" DETALLE CIELO RASO INTERIOR Esc : 1/20 TECHO MODULO DE SEIS AULAS S/C = 30 Kg/m² Eje de Cumbrera Borde de Techo 1 2 3 4 Eje de Cumbrera B A 5 6 Borde de cobertura C 7 Tijerales de madera de 2" x 6" Bastidor @ 1.22m madera 2" x 2" Bastidor @1.22m madera 2" x 2" Cobertura de plancha decalamina 0.30mm x 0.83m x 1.80m Cielo raso de 1/2 Plancha de Triplay Correa 2"x3" sobre Tijeral ver detalle de Bastidor 2"x2" Plancha de Triplay Cielo raso de madera 2" x 2" Esc : 1/20 DETALLE CIELO RASO EXTERIOR TIMPANOS Rodón r =1" 1/4 de círculo Bastidores de e= 5mm Tapajunta 2" Plancha triplay de e= 4mm 0.60 cielo raso ext. lateral sobre tijeral Correa 2"x3" Muro de Tímpano EXTERIORES Empalme cuerda superior Empalme cuerda superior Empalme de cuerda inferior inferior Empalme de cuerda 3.075 ESTRIBAJE TIP. Ø 3/8": 1 @ 0.05, 3 @ 0.10, 2 @ 0.15, RESTO @ 0.25 C/E 3.075 ESTRIBAJE TIP. Ø 3/8": 1 @ 0.05, 3 @ 0.10, 2 @ 0.15, RESTO @ 0.25 C/E ESTRIBAJE TIP. Ø 3/8": 1 @ 0.05, 3 @ 0.10, 2 @ 0.15, RESTO @ 0.25 C/E DETALLE DE REFUERZO TIPICO EN TIMPANOS 5 5 5 5 0.40 ESC: 1/25 10 10 9 9 5 ESTRIBAJE TIP. Ø 3/8": 1 @ 0.05, 3 @ 0.10, 2 @ 0.15, RESTO @ 0.25 C/E 5 5 5 ESCALA 1/12.5 SECCION 9-9 ESTRIBAJE TIP. Ø 3/8": 1 @ 0.05, 4 @ 0.1, 2 @ 0.15, RESTO @ 0.20 5 0.40 10 10 9 9 <> 2Ø1/2" 2Ø1/2" 5 N.M.T. + 8.315 4) 3) 2) 1) ESPECIFICACIONES TECNICAS CONCRETOS ACERO DE REFUERZO SOBRECARGA MADERA ESTRUCTURAL Contrucciones, con las siguiente caracteristicas: La madera estructural sera definida como grupo "C" de acuerdo al Reglamento Nacional de Sobrecarga en techo de cobertura liviana 30 Kg/cm² Acero ASTM 60, fy=4200 Kg/cm². f'c= C - H: 1:12 + 30 f'c= C - H: 1:10 + 30 f'c= C - H: 1:8 + 25 CONCRETO CICLOPEO 1.2) f'c=210 Kg/cm², en el resto de estructuras. f'c=210 Kg/cm², zapatas, vigas de cimentación y en cimiento reforzado. 1.1) CONCRETO ESTRUCTURAL % PG. en cimiento corrido. % PG. en falsa zapata. % PM. en sobrecimiento corrido. Resistencia a flexión : 100 Kg/cm² El nombre de la madera empleada es el Tornillo (Cedralinga Catenaeformis) VIGA 2V - 3 (0.20 x 0.30) VIGA 2V - 3 (0.20 x 0.30) DETALLE DE ANCLAJE DE TIJERAL CON Ø DE 3/8" Esc : 1/10 VIGA 2V - 3 (0.20 x 0.30) 5 2 Ø 3/8" Tijeral de madera 5 Amarre de Ø 3/8" Relleno de concreto f'c=175 Kg/cm² 03 hiladas de ladrillos de de 0.09 x 0.13 x 0.23 mts. ESCALA 1/50 5 5 5 5 5 5 Correas de madera 2" x 3" 5 5 5 5 5 5 5 5 5 5 2V - 3 (0.20 x 0.30) ESCALA 1/25 5 5 20 20 20 20 5 ESTRIBAJE TIPICO Ø 3/8": 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, 2 @ 0.20, RESTO @ 0.25 20 20 ESTRIBAJE TIPICO Ø 3/8": 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, 2 @ 0.20, RESTO @ 0.25 20 20 20 20 20 20 5 5 5 5 ESTRIBAJE TIPICO Ø 3/8": 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, 2 @ 0.20, RESTO @ 0.25 20 20 20 20 20 20 5 5 ESCALA 1/12.5 SECCION 20-20 2 Ø 1/2" 2 Ø 1/2" <> 5 C L 2V - 3 (0.20 x 0.30) 2V - 3 (0.20 x 0.30) 2V - 3 (0.20 x 0.30) 5 2Ø1/2" SECCION 10-10 ESCALA 1/12.5 Correas Sobre Viga f'c = 175 Kg/cm² entre 2Ø1/2" Relleno de Concreto Correa de madera 2" x 3" <> 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 5 5 VA-1 (0.23 x 0.30) VA-1 (0.23 x 0.30) VA-2 (0.23 x 0.25) VA-2 (0.23 x 0.25) 2V-4 (0.23 x Variable) 2V-4 (0.23 x Variable) VA - 1 ( 0.23 x 0.30 ) (0.23 x 0.30) VA - 1 5 5 5 5 5 5 5 5 5 5 5 CIELO RASO 7) Será construida con triplay de 4' x 8' x 4 mm. + bastidores de madera de 2" x 2", tapajuntas de 1/2" x 2". y rodones de madera de radio 1" y 1/4 de circulo Modulo de elasticidad : 55000@90000 Kg/cm² Densidad relativa de 0.40 a 0.55 Resistencia a corte paralelo : 8 Kg/cm² Resistencia a compresion perpendicular : 15 Kg/cm² Resistencia a compresión paralela : 80 Kg/cm² Resistencia a traccion paralela: 75 Kg/cm² CURADOS RECUBRIMIENTOS En vigas chatas, losas aligeradas y losas macizas será de 2 cm. En vigas peraltadas será de 3.5 cm. En columnas será de 3 cm. En cimentaciones 7.5 cm. En todos los elementos donde se usa cemento se efectuaran curados permanentemente durante el día con agua potable durante los 7 días despues de las construcciones. 5) 6) C L Friso de madera cepillada de 1"x8" Friso de madera cepillada de 1"x8" 5 5 5 5 5 5 5 5 TECHO MODULO DE CUATRO AULAS S/C = 30 Kg/m² Cobertura de plancha decalamina 0.30mm x 0.83m x 1.80m Eje de Cumbrera Borde de Techo Bastidor @ 0.61m madera 2" x 2" (0.23 x 0.30) Correas de madera 2" x 3" VA - 1 5 5 VA - 1 5 Borde de cobertura Correa 2"x3" sobre Tijeral ver detalle de Bastidor 2"x2" cielo raso ext. lateral 5 Eje de Cumbrera 5 A C B 5 5 5 5 4 3 5 2 5 5 1 ESCALA 1/50 2.74 5 5 Tijerales de madera de 2" x 6" 5 5 5 5 2V - 3 (0.20 x 0.30) 2V - 3 (0.20 x 0.30) madera 2" x 2" Bastidor @0.61m 1/2 Plancha de Triplay Cielo raso de VA - 1 5 5 Eje de Cumbrera 1 2 2V - 3 (0.20 x 0.30) 5 ( 0.23 x 0.30 ) 5 5 cielo raso ext. lateral Cielo raso de Plancha de Triplay Bastidor 2"x2" ver detalle de sobre Tijeral Correa 2"x3" Borde de cobertura A B C 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, construction, cover, coverage, dach, DETAIL, details, DWG, hangar, lagerschuppen, metal, metal cover, roof, shed, structure, terrasse, toit