Metallic Roof Covering – Details DWG Detail for AutoCAD

Metallic Roof Covering – Details DWG Detail for AutoCAD

Metallic Roof Covering – Details

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

notes all joints knots are welded with welding electrodes supercito the quality work of the welding will be according to the welding code aws of the american society of welding american welding the welds of the joints should develop the capacity in traction of each concurrent element . the structure will be protected with synchromesh paint for a coat of polyurethane paint the structures will be cleaned free of similar oxides, laminated profiles astm fy, profiles formed in astm fy, corrugated bar steel astm fy, fu electrodes, roof live load, estimated wind speed, Technical specifications, welding, loads of, metallic structures, esc, metal, cm bolts, metal, flooring, bolts, top plate, embedded plate cm, welded column iron, shoe of, welded steel plate, fy:, p.m., grade, shoes, steel, concrete, columns banked beams, coatings, Technical specifications, beams slabs, flooring of footings, shoes, national construction regulations r.n.c., rules, floor, carrying capacity:, seismic parameters, concrete structure, profile, kind, measurements, profile box, kind, measurements, column box, profile, square of, cross section plate calaminon, characteristics:, material:, Technical specifications, calaminon plate, coverage, advantage:, norm astm al zn, great structural resistance for having better cant, cant: thickness: mm, effective width: mm, ideal for covering large clear, Aluzinc finish, esc, profile, kind, measurements, profile box, sheet, vvvvvvvvvvvvvvvvvvvvvvvvvvvvvv, vvvvvvvvvvvvvvvvvvvvvvv, vvvvvv, vvvvv, vvvvvvvvvvvvvvvvvvvvv, vvvv, vvvvvvvvvvvvvvvvvvv, district, drawing:, place, province, Department, flat:, draft:, owner:, scale:, vvvvvvvvvv, date:, specialty:, vvvvvvvvvvvvvvvvv, Location, vvvvvvvv, tijeral, foundation plant, esc, existing, of seismic separation, of seismic separation, plant ceilings, esc, tijeral, tijeral with, esc, truss with dimensions, esc, tijeral with, esc, tijeral with, esc, truss with dimensions, esc, truss with dimensions, esc, truss with dimensions, esc, tijeral with, esc, n.p.t. m., tijeral, tijeral, tijeral, tijeral, calaminon, calaminon coverage, sheet, vvvvvvvvvvvvvvvvvvvvvvvvv, vvvvvvvvvvvvvvvvvvvvv, vvvvv, vvvvvvvv, vvvvvvvvvvvvvvvvvvvvvv, vvvvv, vvvvvvvvvvvvvvvvv, district, design:, place, province, Department, flat:, draft:, owner:, scale:, vvvvvvvvvvv, date:, specialty:, vvvvvvvvvvvvvvvvv, Location, vvvvvvvvvv

Raw text data extracted from CAD file:

NOTAS : 1.- TODAS LAS UNIONES Y NUDOS DE AMARRE SERAN SOLDADOS CON SOLDADURA CONTINUA, ELECTRODOS SUPERCITO E-7018 2.- LA CALIDAD Y TRABAJO DE LA SOLDADURA SERA DE ACORDE AL CODIGO DE SOLDADURA AWS DI.0-69 DE LA SOCIEDAD AMERICANA DE SOLDADURA ( AMERICAN WELDING SOCIETY). 3.- LAS SOLDADURAS DE LAS UNIONES DEBERA DESARROLLAR LA CAPACIDAD EN TRACCION DE CADA ELEMENTO CONCURRENTE. 4.- LA ESTRUCTURA SERA PROTEGIDA CON PINTURA SINCROMATO PARA BASE, UNA MANO DE PINTURA POLIURTENANO 5.- LAS ESTRUCTURAS SERAN LIMPIADAS Y LIJADAS, LIBRES DE OXIDOS Y SIMILARES - PERFILES LAMINADOS Y PLANCHAS, ASTM A36 Fy = 2,500 Kg/cm ² - PERFILES FORMADOS EN FRIO, ASTM A570 Fy = 2,500 Kg/cm² - ACERO EN BARRA CORRUGADAS ASTM G60 Fy = 4,200 Kg/cm ² - ELECTRODOS E70, Fu = 4,200 Kg/cm ² - CARGA VIVA DE TECHO (MONTAJE) s/c = 30 Kg/m ² - VELOCIDAD DE VIENTO - ESTIMADO V =80 Km./hora ESPECIFICACIONES TECNICAS SOLDADURA Y CONECTORES.- ACERO.- CARGAS DE DISEÑO.- ESTRUCTURAS METALICAS 5 5 (CORTE X-X) Esc. 1/25 \A1;COLUMNA METALICA 5 5 5 5 5 5 5 5 8 PERNOS DE d=5/8"x30 Cm \A1;PLANCHA METALICA E=1/2" SOLADO 5 \A1;Ed3/8" @0.10 PERNOS DE d=5/8"x30Cm PLANCHA SUPERIOR 50x50cm E=1/2" PLANCHA EMBUTIDA E=1/2", 50x50 CM COLUMNA C1 SOLDADA A PLANCHA X X ZAPATA (COLUMNA DE ACERO) ACERO DE 1/2" SOLDADO A PLANCHA 5 \A1;2d1/2" 2d1/2" \A1;d3/8"@0.15 5 4d1/2" NPT±0.00 5 5 5 C = 2.50 S = 1.20 Z = 0.40 U = 1.00 7.5 cm 4.0 cm fy: 4,200Kg/cm2 1 : 10 + 25 % P.M. f 'c : 210 Kg/cm2 GRADO 60 ZAPATAS : ACERO : CONCRETO : COLUMNAS Y VIGAS PERALTADAS : RECUBRIMIENTOS : ESPECIFICACIONES TECNICAS - COLUMNAS, VIGAS Y LOSAS - SOLADO DE ZAPATAS - ZAPATAS t=2.0 Kg/cm2 (asumido) REGLAMENTO NACIONAL DE CONSTRUCCIONES R.N.C. NORMAS E-020, E-030, E-060 y E-070 NORMAS : SUELO : CAPACIDAD PORTANTE: f 'c : 210 Kg/cm2 PARAMETROS SISMICOS ESTRUCTURA DE CONCRETO PERFIL TIPO MEDIDAS CUADRO DE PERFILES S3 5 5 TIPO MEDIDAS CUADRO DE COLUMNAS S1 \A1;2L: 2" x 2" x \S3#16;" 5 C1 PERFIL \A1;Tubo cuadrado de 6"x6"X\S1#4;" S2 \A1;2L: 1.5" x 1.5" x \S3#16;" 5 \A1;2L: 1" x 1" x \S3#16;" 5 \A1;.05 \A1;.050 \A1;.125 \A1;.125 \A1;.050 \A1;.35 \A1;.35 \A1;.10 \A1;.85 \A1;.85 \A1;.80 \A1;.50 \A1;.05 \A1;.15 \A1;.15 \A1;.20 \A1;4.06 \A1;4.21 \A1;4.21 \A1;4.06 \A1;5.28 \A1;5.28 \A1;5.43 \A1;4.78 \A1;5.00 \A1;5.00 \A1;4.93 \A1;.20 \A1;4.93 \A1;4.93 \A1;5.43 \A1;7.58 \A1;7.58 \A1;4.93 \A1;4.93 \A1;.20 \A1;4.93 \A1;5.00 \A1;5.00 \A1;4.78 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;.15 \A1;.15 \A1;.05 \A1;.0375 \A1;.0250 \A1;4.78 \A1;5.00 \A1;5.00 \A1;4.93 \A1;.20 \A1;4.93 \A1;4.93 \A1;5.43 \A1;7.58 \A1;7.58 \A1;4.93 \A1;4.93 \A1;.20 \A1;4.93 \A1;5.00 \A1;5.00 \A1;4.78 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.06 \A1;4.21 \A1;4.21 \A1;4.06 \A1;5.28 \A1;5.28 \A1;5.43 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;1.70 \A1;.85 \A1;7.08 \A1;.85 \A1;4.15 \A1;.85 \A1;4.15 \A1;.85 \A1;4.15 \A1;.85 \A1;4.15 \A1;.85 \A1;3.36 \A1;.85 \A1;2.86 \A1;.85 \A1;.85 \A1;3.58 \A1;.85 \A1;4.15 \A1;.85 \A1;4.15 \A1;.85 \A1;4.08 \A1;.85 \A1;.85 \A1;4.08 \A1;.85 \A1;4.08 \A1;.85 \A1;.85 \A1;4.18 \A1;.85 \A1;4.08 \A1;.85 \A1;.12 \A1;.94 \A1;.90 \A1;4.09 \A1;4.21 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.21 \A1;4.09 \A1;4.09 \A1;4.21 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.21 \A1;4.09 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S2 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;1.43 \A1;1.00 \A1;1.02 \A1;1.43 \A1;1.02 \A1;1.43 \A1;1.43 \A1;1.45 \A1;1.45 \A1;1.44 \A1;1.45 \A1;1.41 \A1;1.40 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.38 \A1;1.40 \A1;1.41 \A1;1.41 \A1;1.40 \A1;1.39 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.41 \A1;1.45 \A1;1.45 \A1;1.46 \A1;1.45 \A1;1.43 \A1;1.43 \A1;1.43 \A1;1.42 \A1;1.02 \A1;1.02 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.02 \A1;1.02 \A1;1.02 \A1;1.02 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S1 \A1;S1 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S1 \A1;S1 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S1 \A1;S1 \A1;S3 \A1;S3 \A1;S3 \A1;.50 \A1;.93 \A1;.93 \A1;.93 \A1;.95 \A1;.95 \A1;.96 \A1;.96 \A1;.96 \A1;.96 \A1;.98 \A1;.98 \A1;.99 \A1;.96 \A1;.96 \A1;.96 \A1;.98 \A1;.98 \A1;.99 \A1;.95 \A1;.95 \A1;.95 \A1;.98 \A1;.98 \A1;.97 \A1;.80 \A1;.80 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.82 \A1;.82 \A1;.82 \A1;.82 \A1;.50 \A1;.50 \A1;.95 \A1;.95 \A1;.95 \A1;.97 \A1;.97 \A1;.97 \A1;.95 \A1;.95 \A1;.95 \A1;.97 \A1;.97 \A1;.97 \A1;.82 \A1;.82 \A1;.82 \A1;.82 \A1;.82 \A1;.82 \A1;.82 \A1;.82 \A1;.80 \A1;.80 \A1;.83 \A1;.50 \A1;S1 \A1;S1 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 \A1;S3 -6685.183533109788 -6685.183533109788 -6685.183533109788 Sección Transversal Plancha Calaminon AL-106 CARACTERISTICAS: MATERIAL: ESPECIFICACIONES TECNICAS PLANCHA CALAMINON AL-106 COBERTURA VENTAJAS: NORMA ASTM A-792 - 55% AL - 45% ZN - Gran resistencia estructural por tener mejor peralte PERALTE: 122 mm; ESPESOR: 0.50 mm ANCHO EFECTIVO: 900 mm - Ideal para cubrir grandes claros ACABADO DE ALUZINC Esc 1/20 PERFIL TIPO MEDIDAS CUADRO DE PERFILES S3 S1 \A1;2L: 2" x 2" x \S3#16;" -6620.861045866311 S2 \A1;2L: 1.5" x 1.5" x \S3#16;" -6620.861045866311 \A1;2L: 1" x 1" x \S3#16;" -6620.861045866311 \A1;.05 \A1;.0375 \A1;.0250 \A1;S1 \A1;S1 \A1;S2 \A1;S1 \A1;.88 \A1;1.33 \A1;.88 \A1;1.33 \A1;1.00 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S2 \A1;S1 \A1;S2 \A1;S1 \A1;S2 \A1;S1 \A1;S2 \A1;S1 \A1;S1 \A1;S2 \A1;S1 \A1;S1 \A1;S2 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S2 \A1;S1 \A1;S1 \A1;S2 \A1;S1 \A1;S1 \A1;S1 \A1;S1 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S2 \A1;S1 \A1;S1 \A1;S1 \A1;S2 \A1;S1 \A1;S1 \A1;S2 \A1;.88 \A1;.88 \A1;.88 \A1;.88 \A1;.88 \A1;.88 \A1;.88 \A1;.88 \A1;.88 \A1;.88 \A1;1.33 \A1;1.33 \A1;1.33 \A1;1.33 \A1;1.00 \A1;.90 \A1;.90 \A1;1.35 \A1;1.35 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;1.35 \A1;1.35 \A1;1.35 \A1;1.35 \A1;1.00 \A1;.95 \A1;.97 \A1;.95 \A1;.97 \A1;.97 \A1;.99 \A1;.95 \A1;.99 \A1;.96 \A1;.96 \A1;.96 \A1;.93 LAMINA : VVVVVVVVVVVVVVVVVVVVVVVVVVVVVV E-1 VVVVVVVVVVVVVVVVVVVVVVV VVVVVV VVVVV VVVVVVVVVVVVVVVVVVVVV VVVV VVVVVVVVVVVVVVVVVVV Distrito DIBUJO: Lugar Provincia Departamento PLANO: PROYECTO: PROPIETARIO: ESCALA: 1/75 1/5 VVVVVVVVVV FECHA: ESPECIALIDAD: VVVVVVVVVVVVVVVVV UBICACION : VVVVVVVV A B C D G H A B C D G H 9 7 6 5 4 3 1 E E F 9 7' 3' 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 8 5 5 5 5 5 8' 2' 5 5 F T 2 T 1 T 1 T 1 T 1 T 2 T 2 T 2 T 2 T 2 T 2 T 2 TIJERAL T 2 T 2 T 2 T 2 T 2 T 2 T 2 T 2 T 2 T 4 T 4 T 4 T 4 T 4 T 4 T 4 T 4 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 T 1 A B C D G H A B C D G H 9 7 6 5 4 3 1 E E F 9 7' 3' 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 8 5 5 5 5 5 8' 2' 5 5 F C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z2 Z1 Z1 Z1 Z1 Z1 Z2 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CIMENTACION ESC 1/75 \A1;Muro existente \A1;Muro existente \A1;Muro existente \A1;Muro existente \A1;Junta de separacion sismico \A1;Junta de separación sismica PLANTA TECHOS ESC 1/100 T 1 T 1 T 1 T 2 T 1 T 1 T3 T3 T3 T3 T3 T3 T 4 T 4 T 4 T 4 TIJERAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S1 S1 S1 S1 S2 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S1 S2 S2 S2 S1 S2 S2 S2 S2 S1 S2 S2 S2 S2 S1 S2 S2 S2 S2 S1 S2 S2 S2 S2 S1 S2 S2 S2 S1 S2 S2 S2 S1 S2 S2 S2 S2 S2 S2 S2 S2 S2 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 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 5 5 5 5 5 5 5 5 5 5 5 S3 S3 S3 S1 S1 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S1 S1 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S1 S1 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S1 S1 S1 S1 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S1 S1 S3 S3 S3 S3 S1 S1 S1 S1 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 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 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 5 5 S3 S3 S3 S3 TIJERAL T1 (Armadura con Perfiles) ESC 1/100 TIJERAL T1 (Armadura con dimensiones a ejes) ESC 1/100 T3 T3 T3 TIJERAL T2 (Armadura con Perfiles) ESC 1/100 TIJERAL T4 (Armadura con Perfiles) ESC 1/100 TIJERAL T2 (Armadura con dimensiones a ejes) ESC 1/100 TIJERAL T4 (Armadura con dimensiones a ejes) ESC 1/100 S1 S1 S2 S1 5 5 5 5 5 S2 S2 S2 S2 S1 S2 S1 S2 S1 S2 S1 S2 S1 S1 S2 S1 S1 S2 S1 S1 S1 S1 S2 S1 S1 S2 S1 S1 S1 S1 S2 S2 S2 S2 S2 S2 S2 S1 S2 S1 S1 S2 S1 S1 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 5 5 5 TIJERAL T3 (Armadura con dimensiones a ejes) ESC 1/100 TIJERAL T3 (Armadura con Perfiles) ESC 1/100 N.P.T. \fArial Narrow|b0|i0|c0|p34;±\fArial Narrow|b1|i1|c0|p34; 0.00 m. N = +8.00 m. N = +9.00 m. N = +8.00 m. N = +7.85 m. N = +7.70 m. N = +7.55 m. N = +7.40 m. N = +5.00 m. N = +4.85 m. N = +4.70 m. 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Templador d1/2" \A1;Templador d1/2" \A1;Templador d1/2" \A1;Templador d1/2" \A1;Templador d1/2" \A1;Templador d1/2" \A1;Templador d1/2" \A1;Templador d1/2" \A1;Templador d1/2" TIJERAL T 2 TIJERAL TIJERAL T 2 TIJERAL TIJERAL T 2 TIJERAL T 2 T 2 \A1;PLANCHA CALAMINON AL-106 DE 5.30X0.90 Cobertura Calaminon Cobertura Calaminon LAMINA : VVVVVVVVVVVVVVVVVVVVVVVVV E-2 VVVVVVVVVVVVVVVVVVVVV VVVVV VVVVVVVV VVVVVVVVVVVVVVVVVVVVVV VVVVV VVVVVVVVVVVVVVVVV Distrito DISEÑO: Lugar Provincia Departamento PLANO: PROYECTO: PROPIETARIO: ESCALA: 1/100 VVVVVVVVVVV FECHA: ESPECIALIDAD: VVVVVVVVVVVVVVVVV UBICACION : VVVVVVVVVV

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