Church Project DWG Full Project for AutoCAD

Church Project – Structures

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

cutting b – b, cutting a – a, concreting joint, structural concrete, detail a, concreting, joint, holding armor, for placement of the, poor concrete, foundation structures, column frame, shoe frame, details of false shoe, – the quality and work of the welding will conform with the, specifications for steel structures, to the designer planes of manufacture in which it is shown, – the contractor of the steel structure must submit, – a conventional system will be used alkyd, applicable, traction capacity of each concurrent element., in particular the welded joints., – each layer of different color., on surfaces prepared with commercial sandblasting, – the protection will consist of the following layers :, protection :, specifications for manufacturing:, and assembly of the structures: aisc last edition., – the welding of the joints should develop the, multipurpose room, typical section xx, type, profile, altar, library, office na, classroom workshop, main nave of church, wardrobe, presbytery, cross of san andres, metal coverage, width of the plate, thickness of the plate, weight of the iron, length of the iron, brace connector, metal ceiling plant

Raw text data extracted from CAD file:

\A1;3.95 \A1;.60 \A1;.20 \A1;3.97 \A1;.58 \A1;3.12 \A1;.87 \A1;.64 \A1;.20 \A1;2.48 \A1;3.50 \A1;2.12 \A1;3.99 \A1;4.75 5 5 5 5 5 5 5 CORTE B – B 5 5 5 5 5 5 5 CORTE A – A ESC: 1/50 \A1;.25 \A1;.40 \A1;.80 \A1;1.25 \A1;.25 \A1;.40 \A1;.60 \A1;.32 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;1.05 \A1;2.05 \A1;1.60 \A1;1.20 \A1;2.05 \A1;1.05 \A1;1.20 \A1;1.60 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.20 \A1;5.98 \A1;4.09 \A1;1.60 \A1;1.20 \A1;5.98 \A1;4.58 \A1;1.20 \A1;1.60 \A1;.40 \A1;.80 \A1;3.85 \A1;3.83 \A1;1.92 \A1;1.92 \A1;1.92 \A1;1.87 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.88 \A1;3.73 \A1;3.75 \A1;3.72 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 8 Ø5/8″, 4 Ø3/8″ Fe Ø 3/8″ 5@ 0.15 R @ 0.25 3@ 0.10 01@ 0.05 F’C = 175kg/cm2 (1.25 x 0.25) C1 6 Ø5/8″, 1 Ø1/2″ 01@ 0.05 R @ 0.25 Fe Ø 3/8″ 5@ 0.15 3@ 0.10 F’C = 175kg/cm2 C2 (0.80 x 0.40) F’C = 175kg/cm2 C3 F’C = 175kg/cm2 C4 4 Ø1/2″ 01@ 0.05 R @ 0.25 Fe Ø 3/8″ 5@ 0.15 3@ 0.10 (0.25x 0.15) F’C = 175kg/cm2 C5 3/8″ ø a .25 5 PLACA 3 2 Ø5/8″ 2 Ø5/8″ 2 Ø3/8″ 2 Ø3/8″ 2 Ø5/8″ 2 Ø5/8″ 2 Ø5/8″ 2 Ø5/8″ 1 Ø1/2″ 2 Ø5/8″ 3@ 0.10 R @ 0.25 5@ 0.15 2 Ø1/2″ 3 Ø3/4″ 2 Ø5/8″ 2 Ø5/8″ 2 Ø1/2″ 3 Ø3/4″ 6Ø3/4″, 4 Ø5/8″, 4 Ø1/2″ 5 5 01@ 0.05 Fe Ø 3/8″ 5 5 5 5 5 C-1 C-2 C-3 C-4 C-4 C-4 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 2 Ø5/8″ 2 Ø5/8″ 2 Ø5/8″ 5 5 5 3@ 0.10 R @ 0.25 5@ 0.15 01@ 0.05 Fe Ø 3/8″ 6 Ø5/8″ (0.40x 0.25) 2 Ø1/2″ 2 Ø1/2″ 5 <> Junta de hormigonado Hormigon estructural DETALLE A 1 1 R 40cm hormigonado Junta de L 1 L 2 armadura de espera para colocacion de la Hormigon pobre Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z3 Z3 Z3 Z3 Z3 Z3 Z4 Z4 Z3 Z1 Z1 Z2 Z2 Z2 Z2 Z2 5 5 5 5 (1.25 x 0.25) F’C = 175kg/cm2 (0.40x 0.25) Z3 F’C = 175kg/cm2 (0.80 x 0.40) Z2 F’C = 175kg/cm2 Z1 Z4 F’C = 175kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 C-2 Z2 Z2 C-2 Z2 C-2 C-2 Z2 Z2 C-2 Z3 Z2 C-2 5 Junta de hormigonado Hormigon estructural para colocacion de la armadura de espera 5 Hormigon pobre L 1 L 2 1 R 40cm DETALLE A 1 Junta de hormigonado VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 VC01 5 5 5 3 Ø3/4″ 2 Ø1/2″ 2 Ø5/8″ 2 Ø5/8″ 2 Ø1/2″ 5 3 Ø3/4″ Fe 1/2″ A 0.20 A 0.20 Fe 1/2″ Fe 1/2″ A 0.20 A 0.20 Fe 1/2″ VC01 C-2 Z2 1.92 1.92 1.92 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 A 7 B C D ESTRUCTURAS DE CIMENTACION ESC: 1/50 CUADRO DE COLUMNAS CUADRO DE ZAPATAS DETALLES DE FALSA ZAPATA \A1;.30 \A1;.50 \A1;1.00 \A1;.10 \A1;.50 \A1;.30 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;.15 \A1;1.095 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.92 \A1;1.92 \A1;1.92 \A1;1.91 \A1;1.92 \A1;1.92 \A1;1.92 \A1;1.92 \A1;1.92 \A1;1.92 \A1;1.87 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.88 \A1;2.12 \A1;2.00 \A1;2.00 \A1;2.00 \A1;3.73 \A1;3.75 \A1;3.72 – LA CALIDAD Y TRABAJO DE LA SOLDADURA CONFORMARA CON EL ESPECIFICACIONES PARA ESTRUCTURAS DE ACERO AL PROYECTISTA PLANOS DE FABRICACION EN LOS QUE SE MUESTRE – EL CONTRATISTA DE LA ESTRUCTURA DE ACERO DEBERA SOMETER IMPRIMANTE 1 CAPA, ESPESOR MINIMO DE PELICULA SECA DE 0.5 MILS C/U. ANTICORROSIVO 2 CAPAS, ESPESOR MINIMO DE PELICULA SECA DE 1.5 MIL C/U – SE UTILIZARA UN SISTEMA CONVENCIONAL ALQUIDICO, APLICABLE CAPACIDAD EN TRACCION DE CADA ELEMENTO CONCURRENTE. EN DETALLE LAS UNIONES SOLDADAS. – CADA CAPA DE DISTINTO COLOR. SOBRE SUPERFICIES PREPARADAS CON ARENADO COMERCIAL. – LA PROTECCION CONSTARA DE LAS SIGUIENTES CAPAS: PROTECCION: ESPECIFICACIONES PARA FABRICACION: PERNOS : ASTM A – 307 Y MONTAJE DE LAS ESTRUCTURAS : AISC Ultima Edición. ACERO ESTRUCTURAL : ASTM A – 36 ( fy = 2350 Kg/cm2 ) SOLDADURA : ELECTRODOS AWS a – 5.1 serie E – 60 DE SOLDADURA (AMERICAN WELDING SOCIETY) – LA SOLDADURA DE LAS UNIONES DEBERA DESARROLLAR LA CODIGO DE AWS D.1 – 69 DE LA SOCIEDAD AMERICANA SALA DE USOS MULTIPLES Ls2″x2″x3/16″ Ls1″x1″x1/8″ Ls1 1/4″x 1 1/4″x1/8″ 1.00 5 TIJERAL T-1 ESC.: 1:25 SECCION TIPICA X-X Ls1″x1″x1/8″ 5 ESC.: 1:25 ELEVACION TIPICA VIGUETA V-1 Fierro liso o 3/8″ ESC: 1/25 ARRIOSTRE R-2 2Ls1″x1″x1/8″ 1 o 1/2″ 1 o 3/8″ \A1;.30 2 Ls 1 1/4″ x 11/4″ x 1/8″ 2 Ls 1 1/4″ x 11/4″ x 1/8″ TIPO PERFIL A B C D E F 2 Ls 2″ x 2″ x 3/16″ 2 Ls 1″ x 1″ x 1/8″ 2 Ls 2″ x 2″ x 3/16″ 2 Ls 1″ x 1″ x 1/8″ ALTAR BIBLIOTECA OFICINA AULA TALLER AULA TALLER NAVE PRINCIPAL DE IGLESIA PISO CERÁMICO .30 x .30 NPT.+ 0.90 VESTUARIO PRESBITERIO C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 ARRIOSTRE R – 1 TIJERAL T – 1 ARRIOSTRE R – 1 ARRIOSTRE R – 1 ARRIOSTRE R – 1 ARRIOSTRE R – 1 ARRIOSTRE R – 1 TIJERAL T – 1 TIJERAL T – 1 TIJERAL T – 1 TIJERAL T – 1 TIJERAL T – 1 FIERRO LISO d3/4″ CRUZ DE SAN ANDRES CRUZ DE SAN ANDRES FIERRO LISO d3/4″ CRUZ DE SAN ANDRES FIERRO LISO d3/4″ CRUZ DE SAN ANDRES FIERRO LISO d3/4″ CRUZ DE SAN ANDRES FIERRO LISO d3/4″ V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 ARRIOSTRE R – 2 ARRIOSTRE R – 2 ARRIOSTRE R – 2 ARRIOSTRE R – 2 ARRIOSTRE R – 2 TIJERAL T-1 E F E E D 5 ESC.: 1:50 E D E F D F E D E F E D E F E 12 TRAMOS @ 1.00 E E X X D E F E D E F E D E F D E F E D E F E D E F E D E F E V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 F 3/16″ 20 3/16″ F 1 DETALLLES DE NUDOS DE T- 2 3/16″ ( 2 Lados ) 45º 45º COBERTURA METALICA 1.095 3/16″ PL: 4″x 12″x 3/16″ 22 3/16″ 45º 5 K G 3/16″ G PL: 4″x 8″x 3/16″ K J I 5 11 I 5 5 3/16″ J 3/16″ PL: 4″x 20″x 3/16″ E 3/16″ 45º 3/16″ ANCHO DE LA PLANCHA E 3/16″ 45º 30 3/16″ 3/16″ ESPESOR DE LA PLANCHA PESO DE LA PLANCHA E PESO X m2 DE LA PLANCHA LONGITUD DE LA PLANCHA PL: 4″x 6″x 3/16″ 5 I 5 5 J 5 3/16″ PL: 4″x 12″x 3/16″ K 3/16″ E 3/16″ = 1.095 mt. 32 E 3/16″ ESCALA : 1 / 20 = 0.5 mm. = 9.74 Kg. = 1.67 Kg.. = 5.85 mt. 45º FIERRO LIZO o 3/4″ ARRIOSTRE R-1 ESC.: 1:25 T-1 CONECTOR DE ARRIOSTRE TIJERAL T-3 5 ESC.: 1:50 10 TRAMOS @ 0.80 5 2Ls 1 1/2″x3/16″ o 3/4″ o 1/2″ TIJERAL T – 2 TIJERAL T – 2 TIJERAL T – 3 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 V – 1 ESC.: 1:25 ARRIOSTRE R-3 2Ls1 1/2″x3/16″ T-3 o 1/2″ o 3/4″ 5 1 o 1/2″ ARRIOSTRE R-2 Fierro liso o 3/8″ 2Ls1″x1″x1/8″ ESC: 1/25 1 o 1/2″ 1 o 3/8″ VARIABLE (4.00 a 5.50) Fierro liso o 3/8″ VIGUETA TIPICA V-1 FIERRO LIZO o 5/8″ 5 T-3 \A1;.30 2Ls1″x1″x1/8″ 1 o 3/8″ 2 3 4 5 6 7 1 A B C D PLANTA DE TECHO METALICO ESC: 1/50 5 5 5 5 1.92 5 5 1.92 1.92 1.92 5 5 5 5 5 5 5 5 5 5 5 5 5