Broadening Building 2 Levels DWG Section for AutoCAD

Broadening Building 2 Levels DWG Section for AutoCAD

Plants – Sections – and structural details building 2 levels

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

structural steel notes, the dimensions govern the drawing., the structural steel will be of the type, the contractor should consider the workshop plans, within its scope of work., all welding will be electric arc., the manual welding will be with electrodes, the welds will be made in compliance with the, if automatic welding is used, a, combination of flux electrode that guarantees a, greater equal resistance obtained with electrodes, of the series, Qualified welders should be employed., the present plan is not a workshop plan., check the level matching levels between, specifications of the a.w.s welding, all the construction plans before proceeding, building construction of the structure., apply a coat of primer anticorrosive on the, exposed surface of the metal profiles., all the screws will be ac. high resist, Reinforced concrete notes, Concrete strength f’c cm for, columns trabes., The steel free coating will be cm. minimum., the referzo steel will be of a f and, The maximum size of the coarse aggregate will be, the constructive norms of a.c.i., the diameter, the minimum length for squares will be times, the diameter, in no case is the assembly broken for the passage, of anchors facilities., the length for rod overlaps will be times, thickness pl, section, profile table, element, ipr ml, ang ml, pl lisa esp., ipr ml, round ml, ipr ml, pl lisa esp., round ml, ipr ml, ipr ml, ipr ml, red ptr ml, all the joists will connect the lateral beams only with cutting angles of, structural plant, structural plant, structural plant, esc, jgos, ac. of ref. existing as shown by mooring with stirrups, column, esc, v’s v’s, column, esc, v’s, column, esc, v’s, column, esc, v’s v’s, column, esc, v’s v’s, without esc, column, dice, existant column, of existing cover, of cleaning surface impermebilize with red devil to place band of fexpan of esp. per cm of width., ac. of ref. existing in, ac. of ref. from column to ac. of ref. existing mooring, v’s, n.s.c., n.s.e., structural cut, n.p.t., n.s.c., n.s.e., n.s.c., n.s.e., losacero, existing, structural cut, n.p.t., n.s.c., n.s.e., n.s.c., n.s.e., losacero, existing, column, esc, v’s, joist, column, esc, v’s, see detail…, see detail…, see detail…, column, metal drawer, base pl, metal, base bp, lock, cut, tip, thickness pl, pl base on a grout layer of cm esp. min., knot location, dimensions, metal drawer, brand, brand, motherboard, description, brand, column dimensions, details for base plates metal columns, adjust dimensions in field, lock, cut, tip, lock, tip, tip, of cutting, knot location, details for roof connections roof columns, description, brand, lock dimensions, ipr, dimensions of, thickness, description, ang, length, dimensions of shear angles, ang, knot location, details for connections metal trays mezzanine drawers, description, brand, lock dimensions, ipr, dimensions of, thickness, description, length, dimensions of shear angles, ipr, ang, kind, pl esp.

Raw text data extracted from CAD file:

\A1;4.725 \A1;2.363 \A1;0.225 \A1;0.225 \A1;9.900 \A1;0.050 \A1;0.050 \A1;10.000 \A1;2.775 \A1;5.000 \A1;5.000 \A1;3.700 \A1;1.075 \A1;0.225 \A1;0.225 \A1;18.000 \A1;0.250 \A1;0.250 \A1;0.400 \A1;0.400 \A1;0.350 \A1;0.350 \A1;0.250 \A1;0.250 \A1;4.725 \A1;4.725 \A1;0.225 \A1;0.225 \A1;9.900 \A1;0.050 \A1;0.050 \A1;10.000 \A1;17.550 \A1;1.665 \A1;1.670 \A1;1.665 \A1;1.665 \A1;1.670 \A1;1.665 \A1;0.225 \A1;0.150 \A1;16.850 \A1;16.825 \A1;4.725 \A1;4.725 \A1;0.925 \A1;1.665 \A1;1.670 \A1;1.665 \A1;1.665 \A1;1.670 \A1;1.665 \A1;0.225 \A1;0.125 \A1;0.225 \A1;0.225 \A1;9.900 \A1;0.050 \A1;0.050 \A1;10.000 \A1;0.450 \A1;0.450 C L \A1;0.250 \A1;0.250 \A1;0.350 \A1;0.350 \A1;0.400 \A1;0.400 \A1;0.400 \A1;0.400 \A1;0.350 \A1;0.350 \A1;0.250 \A1;0.400 NOTAS ACERO ESTRUCTURAL 1.- LAS ACOTACIONES RIGEN AL DIBUJO. 2.- EL ACERO ESTRUCTURAL SERA DEL TIPO ASTM-A-36. 3.- EL CONTRATISTA DEBERA CONSIDERAR LOS PLANOS DE TALLER DENTRO DE SU ALCANCE DE OBRA. 4.- TODA LA SOLDADURA SERA DE ARCO ELECTRICO. 5.- LA SOLDADURA MANUAL SERA CON ELECTRODOS E-70XX. 6.- LAS SOLDADURAS SE EFECTUARAN CUMPLIENDO CON LAS 7.- SI SE EMPLEA SOLDADURA AUTOMATICA SE APLICARA UNA COMBINACION DE ELECTRODO Y FUNDENTE QUE GARANTICE UNA RESISTENCIA IGUAL O MAYOR A LA OBTENIDA CON ELECTRODOS DE LA SERIE E-70XX. 8.- DEBERAN EMPLEARSE SOLDADORES CALIFICADOS. 9.- EL PRESENTE PLANO NO ES UN PLANO DE TALLER. 10.- VERIFICAR LA CONCORDANCIA DE COTAS Y NIVELES ENTRE ESPECIFICACIONES DE LA A.W.S (AMERICAN WELDING SOCIETY). TODOS LOS PLANOS CONSTRUCTIVOS ANTES DE PROCEDER A LA CONSTRUCCION Y FABRICACION DE LA ESTRUCTURA. 11.- APLICAR UNA MANO DE PRIMER ANTICORROSIVO SOBRE LA SUPERFICIE EXPUESTA DE LOS PERFILES METALICOS. 12.- TODA LA TORNILLERIA SERA DE AC. DE ALTA RESIST. G-8. o.- o.- NOTAS CONCRETO REFORZADO 1.- RESISTENCIA DEL CONCRETO f'c = 200 kg/ cm PARA DADOS, COLUMNAS Y TRABES. 2,- EL RECUBRIMIENTO LIBRE DE ACERO SERA DE 2.5 cm. MINIMO. 3,- EL ACERO DE REFERZO SERA DE UN fy = 4200 kg/ cm². 4.- EL TAMAÑO MAXIMO DEL AGREGADO GRUESO SERA DE 3/4". 5.- SE EMPLEARAN LAS NORMAS CONSTRUCTIVAS DEL A.C.I. EL DIAMETRO. 7.- LA LONGITUD MINIMA PARA ESCUADRAS SERA DE 12 VECES EL DIAMETRO. 8.- EN NINGUN CASO SE ROMPERA EL ARMADO PARA EL PASO DE DUCTOS, ANCLAS 0 INSTALACIONES. o.- o.- 6.- LA LONGITUD PARA TRASLAPES DE VARILLA SERA DE 40 VECES \A1;4.430 \A1;2.660 \A1;0.412 \A1;3.094 \A1;3.960 \A1;0.412 \A1;4.430 \A1;2.660 \A1;3.094 \A1;3.960 \A1;0.350 \A1;0.350 \A1;0.400 \A1;0.400 \A1;0.450 \A1;0.450 \A1;0.300 \A1;0.300 \A1;2.363 \A1;0.300 \A1;0.300 \A1;0.300 \A1;1.233 \A1;1.233 \A1;1.234 \A1;0.925 \A1;0.925 \A1;0.925 \A1;0.925 \A1;0.925 \A1;1.234 \A1;1.233 \A1;1.233 \A1;0.300 \A1;0.300 \A1;0.300 \A1;"B" \A1;"A" \A1;"C" \A1;"D" \A1; ESPESOR PL " t " \A1;0.400 \A1;0.400 \A1;" F " \A1;" E " \A1;" G " \A1;0.100 \A1;0.010 \A1;0.203 (8") \A1;0.660 (26") \A1;0.203 (8") \A1;0.010 SECCION TABLA DE PERFILES ELEMENTO T-1 T-10 T-11 T-12 T-13 T-14 T-16 V-1 PL-1 PL-2 IPR 8" X 4" - 14.88 KG/ ML IPR 18" X 7 1/2"" - 74.70 KG/ ML IPR 10" X 5 3/4" - 38.64 KG/ ML ANG 1/4" X 4" - 10.0 KG/ ML PL LISA 1/2" ESP. - 99.66 KG/ M2 IPR 8" X 5 3/4" - 31.25 KG/ ML IPR 8" X 4" - 19.34 KG/ ML IPR 16" X 7" - 74.70 KG/ ML IPR 8" X 4" - 22.32 KG/ ML PL-3 R-1 R-2 REDONDO Ø 5/8" - 1.60 KG/ ML T-15 IPR 12" X 6 1/2" - 44.64 KG/ ML PL LISA 5/8" ESP. - 124.58 KG/M2 PL LISA 3/4" ESP. - 149.35 KG/ M2 REDONDO Ø 3/4" - 2.30 KG/ ML . . . . J-3 J-2 IPR 8" X 4" - 22.32 KG/ ML IPR 8" X 4" - 14.88 KG/ ML J-1 IPR 8" X 5 3/4" - 31.25 KG/ ML T-3 T-4 T-5 T-6 T-7 IPR 12" X 4" - 32.74 KG/ ML IPR 14" X 6 3/4"" - 44.54 KG/ ML IPR 16" X 7" - 53.57 KG/ ML IPR 16" X 7" - 59.52 KG/ ML IPR 12" X 4" - 20.83 KG/ ML SC-1 PTR 5"X5" CAL.7 ROJO - 7.79 KG/ ML SC-2 SC-3 SC-4 \A1;HSS 8"X8"X3/16" - 29.17 KG/ ML \A1;HSS 8"X8"X5/16" - 47.31 KG/ ML \A1;HSS 10"X10"X3/8" - 71.18 KG/ ML \A1;0.730 \A1;0.010 \A1;0.254 (10") \A1;0.203 (8") \A1;0.340 \A1;0.390 \A1;0.354 \A1;0.127 (5") \A1;0.480 \A1;0.010 \A1;0.101 (4") \A1;0.620 \A1;0.178 (7") \A1;0.010 \A1;0.152 (6") \A1;NOTA: TODOS LOS JOISTS J-1, J-2 Y J-3 SE CONECTARAN A LAS TRABES LATERALES UNICAMENTE CON ANGULOS DE CORTANTE DE 1/4"X2"X2". \A1;0.229 (9") \A1;0.320 \A1;0.320 \A1;0.640 \A1;0.010 \A1;0.254 (10") \A1;0.254 (10") \A1;0.740 \A1;0.152 (6") \A1;0.010 \A1;0.229 (9") \A1;0.076 C-1 C-4 C-1 C-2 C-2 C-3 C-3 C-5 C-3 C-5 D-1 D-1 C-1 C-7 CT-1 CT-1 PLANTA ESTRUCTURAL N+7.090 ESC.1:100 1 2 3 A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CM-1 CM-5 CM-1 CM-2 CM-2 CM-3 CM-3 CM-4 CM-6 CM-4 CM-1 CM-7 CM-8 PLANTA ESTRUCTURAL N+10.184 ESC.1:100 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T-1 T-1 T-11 T-11 T-16 T-16 T-13 T-13 T-10 T-10 T-5 T-5 T-14 T-14 T-4 T-4 T-4 T-4 T-14 T-7 T-7 T-15 J-1 J-1 J-1 J-1 J-1 J-1 J-1 J-1 SC-1 SC-3 SC-1 SC-2 SC-2 SC-3 SC-3 SC-4 SC-3 SC-4 SC-1 SC-1 PLANTA ESTRUCTURAL N+15.226 ESC.1:100 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T-11 T-11 T-11 T-11 T-11 T-11 T-10 T-10 T-1 T-1 T-5 T-5 T-12 T-12 T-3 T-3 T-3 T-3 T-12 T-5 T-5 J-3 J-2 T-6 J-1 J-1 J-1 J-1 J-1 J-1 J-1 J-1 D A D O D-1 ESC. 1 A 20 5 5 \A1;ESTRIBOS #3 - 4 JGOS. \A1;CONFORMAR AC. DE REF. EXISTENTE COMO SE MUESTRA Y AMARRAR CON ESTRIBOS COLUMNA C-1 ESC. 1 A 20 5 5 \A1;ESTRIBOS #4 \A0;@ 16 CM \A1;(4) V'S #4 + (4) V'S #3 COLUMNA C-2 ESC. 1 A 20 5 5 \A1;ESTRIBOS #4 \A0;@ 19 CM \A1;(8) V'S #6 COLUMNA C-3 ESC. 1 A 20 5 5 \A1;ESTRIBOS #4 \A0;@ 20 CM \A1;(12) V'S #6 COLUMNA C-4 ESC. 1 A 20 5 5 \A1;ESTRIBOS #4 \A0;@ 25 CM \A1;(4) V'S #6 + (8) V'S #5 COLUMNA C-5 ESC. 1 A 20 5 5 \A1;ESTRIBOS #4 \A0;@ 30 CM \A1;(4) V'S #5 + (4) V'S #4 CONTRA-TRABE CT-1 SIN ESC. D E F COLUMNA C-5 COLUMNA C-1 DADO D-1 COLUMNA EXSITENTE COLUMNA EXSITENTE \A1;SISTEMA DE CUBIERTA EXISTENTE \A1;DESPUES DE LIMPIAR SUPERFICIE IMPERMEBILIZAR CON DIABLO ROJO Y COLOCAR BANDA DE FEXPAN DE 1/2" ESP. POR 25 CM DE ANCHO. \A1;CONFORMAR AC. DE REF. EXISTENTE EN DADO \A1;TRASLAPAR AC. DE REF. DE COLUMNA AL AC. DE REF. EXISTENTE Y AMARRAR \A1;(3) V'S #6 \A1;ESTRIBOS #4 \A0;@ 17 CM N.S.C. + 7.502 N.S.E. + 7.090 CT-1 5 5 --- A --- A --- A --- A --- A --- A CORTE ESTRUCTURAL A-A ESC.1:100 A B C D E F C-1 C-2 C-3 C-5 C-7 SC-1 SC-3 SC-4 SC-2 SC-1 T-10 T-4 T-4 T-13 T-1 T-10 T-3 T-3 CM-1 CM-2 CM-3 CM-4 CM-8 N.P.T. + 0.000 5 5 5 5 5 N.S.C. + 4.430 N.S.E. + 7.090 N.S.C. + 0.000 N.S.E. + 10.184 N.S.E. + 14.144 \A1;SISTEMA LOSACERO \A1;SISTEMA LOSACERO \A1;ESTRUCTURA EXISTENTE CORTE ESTRUCTURAL B-B ESC.1:100 1 2 3 C-5 C-3 C-5 SC-2 SC-4 SC-2 T-1 T-1 T-1 T-1 CM-4 CM-6 CM-4 N.P.T. + 0.000 5 5 5 5 5 N.S.C. + 4.430 N.S.E. + 7.090 N.S.C. + 0.000 N.S.E. + 10.184 N.S.E. + 14.144 \A1;SISTEMA LOSACERO \A1;SISTEMA LOSACERO \A1;ESTRUCTURA EXISTENTE 5 --- B --- B 5 1' 5 5 C-6 5 5 5 5 5 COLUMNA C-6 ESC. 1 A 20 5 5 \A1;ESTRIBOS #4 \A0;@ 16 CM \A1;(4) V'S #5 +(4)V'S #3 5 CT-1 1' W16X50 W18X55 W8X21 W10X22 W10X30 W12X45 W8X15 W8X18 W10X26 W16X45 W12X22 W8X13 W14X30 W16X45 W18X50 W16X40 W16X36 W12X16 JOIST 1' SC-1 J-2 J-2 J-2 5 5 5 J-3 J-3 J-3 5 5 5 J-3 J-3 J-3 J-3 5 5 J-2 J-2 J-2 J-2 5 5 5 W12X30 1' 5 COLUMNA C-7 ESC. 1 A 20 5 5 \A1;ESTRIBOS #4 \A0;@ 14 CM \A1;(8) V'S #5 D-4 VER DETALLE... D-4 E-02 VER DETALLE... D-4 E-02 VER DETALLE... VER DETALLE... W8X10 \A1;HSS 5"X5"X3/16" \A1;HSS 8"X8"X3/16" \A1;HSS 8"X8"X5/16" \A1;HSS 10"X10"X3/8" W12X14 T-11 T-16 --- Z1 --- Z1 COLUMNA CAJON METALICO PL BASE "B" "A" "C" "D" \A1;CAJON METALICO -CM \A1;PLACA BASE - BP \A1;COLUMNA - SC TRABE CORTE Z1-Z1 TIP 45° " f " ESPESOR PL " t " \A1;ASENTAR PL BASE SOBRE UNA CAPA DE GROUT DE 2 CM ESP. MIN. UBICACION DE NUDO A-1 A-2 A-3 B-1 B-2 C-1 C-2 D-1 D-2 D-3 E-1 E-2 E-3 CM-1 " A " 0.25 " B " CM-5 0.40 CM-1 0.25 CM-2 0.35 CM-2 0.35 CM-3 0.40 CM-3 0.40 CM-4 0.35 CM-6 0.40 CM-4 0.35 CM-1 0.25 CM-7 0.30 CM-8 0.30 DIMENSIONES CAJON METALICO (MTS.) MARCA 0.25 0.40 0.25 0.35 0.35 0.40 0.40 0.35 0.40 0.35 0.25 0.30 0.30 5 5 PB-1 " C " 0.22 " D " PB-3 0.35 PB-1 0.22 PB-4 0.31 PB-4 0.31 PB-5 0.35 PB-5 0.35 PB-6 0.31 PB-5 0.35 PB-6 0.31 PB-1 0.22 PB-2 0.27 PB-2 0.27 MARCA 0.22 0.35 0.22 0.31 0.31 0.35 0.35 0.31 0.35 0.31 0.22 0.27 0.27 ***DIMENSIONES PLACA BASE (MTS.) " t " \A1;1/2" \A1;3/4" \A1;1/2" \A1;3/4" \A1;3/4" \A1;7/8" \A1;7/8" \A1;1/2" \A1;7/8" \A1;1/2" \A1;1/2" \A1;1/2" \A1;1/2" SC-1 DESCRIPCION \A1;HSS 5"X5"X 3/16" SC-4 SC-1 SC-3 SC-3 SC-4 SC-4 SC-2 SC-4 SC-2 SC-1 SC-1 SC-1 MARCA DIMENSIONES COLUMNA (MTS.) " f " \A1;5/32" (4 MM) \A1;1/4" (6 MM) \A1;HSS 10"X10"X 3/8" \A1;HSS 5"X5"X 3/16" \A1;HSS 8"X8"X 5/16" \A1;HSS 8"X8"X 3/16" \A1;HSS 5"X5"X 3/16" \A1;HSS 5"X5"X 3/16" \A1;HSS 5"X5"X 3/16" \A1;HSS 10"X10"X 3/8" \A1;HSS 10"X10"X 3/8" \A1;HSS 10"X10"X 3/8" \A1;HSS 8"X8"X 5/16" \A1;HSS 8"X8"X 3/16" \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;1/4" (6 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) DETALLES PARA PLACAS BASE Y COLUMNAS METALICAS ***NOTA: AJUSTAR DIMENSIONES EN CAMPO TRABE TRABE TRABE CORTE Z2-Z2 TIP " j " TRABE TRABE --- Z2 --- Z2 " F " " E " \A1;CUBRE-PLACA TIP 45° " h " TIP " h " " G " \A1;ANGULOS DE CORTANTE \A1;COLUMNA - SC UBICACION DE NUDO A-1 A-2 A-3 B-1 B-2 C-1 C-2 D-1 D-2 D-3 E-1 E-2 E-3 DETALLES PARA CONEXIONES DE TRABES A COLUMNAS METALICAS- AZOTEA DESCRIPCION MARCA DIMENSIONES DE TRABE T-1 T-11 T-11 T-5 T-11 T-11 T-1 T-3 T-5 T-1 T-1 T-5 T-3 T-3 T-12 T-3 T-3 T-12 T-3 T-10 T-11 T-3 T-11 T-11 T-12 T-6 T-3 T-11 T-10 T-11 T-10 T-11 T-11 T-10 T-11 IPR 8"X4"-19.34 IPR 8"X4"-19.34 IPR 8"X4"-19.34 IPR 8"X4"-19.34 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 14"X6 3/4"-14.64 IPR 14"X6 3/4"-14.64 IPR 14"X6 3/4"-14.64 IPR 12"X4"-20.83 IPR 12"X4"-20.83 IPR 12"X4"-20.83 IPR 12"X4"-20.83 IPR 12"X4"-20.83 IPR 12"X4"-20.83 IPR 12"X4"-20.83 IPR 12"X4"-20.83 IPR 18"X7 1/2"-74.70 IPR 18"X7 1/2"-74.70 IPR 18"X7 1/2"-74.70 IPR 8"X4"-22.32 IPR 8"X4"-22.32 IPR 8"X4"-22.32 IPR 8"X4"-22.32 IPR 16"X7"-53.57 DIMENSIONES DE CUBRE-PLACAS " F " 5" (127 MM) " h " \A1;3/16" (5 MM) ESPESOR \A1;1/4" (6 MM) " E " 6" (152 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 10" (254 MM) 10" (254 MM) 10" (254 MM) 8" (203 MM) 5" (127 MM) 8" (203 MM) 10" (254 MM) 10" (254 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 10" (254 MM) 10" (254 MM) 10" (254 MM) 11" (279 MM) 11" (279 MM) 11" (279 MM) 11" (279 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) DESCRIPCION ANG 1/4"X2"X2"-4.75 LONGITUD \A1;4" (102 MM) " j " \A1;3/16" (5 MM) DIMENSIONES DE ANGULOS DE CORTANTE ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X4"X4"-10.0 ANG 1/4"X4"X4"-10.0 ANG 1/4"X4"X4"-10.0 ANG 1/4"X4"X4"-10.0 \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;3/16" (5 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;10" (254 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;8" (203 MM) \A1;8" (203 MM) \A1;8" (203 MM) \A1;14" (356 MM) \A1;14" (356 MM) \A1;14" (356 MM) \A1;4" (102 MM) UBICACION DE NUDO A-1 A-2 A-3 B-1 B-2 C-1 C-2 D-1 D-2 D-3 E-1 E-2 E-3 DETALLES PARA CONEXIONES DE TRABES A CAJONES METALICOS - ENTREPISO DESCRIPCION MARCA DIMENSIONES DE TRABE T-10 IPR 8"X4"-22.32 DIMENSIONES DE CUBRE-PLACAS " F " 5" (127 MM) " h " ESPESOR " E " 6" (152 MM) DESCRIPCION LONGITUD " j" \A1;3/16" (5 MM) DIMENSIONES DE ANGULOS DE CORTANTE T-1 T-1 T-7 T-1 T-1 T-10 T-4 T-5 T-10 T-10 T-5 T-4 T-4 T-4 T-14 T-4 T-4 T-14 T-13 T-11 T-4 T-11 T-11 T-15 T-14 T-4 T-11 T-13 T-16 T-13 T-16 T-16 T-13 T-16 IPR 8"X4"-22.32 IPR 8"X4"-22.32 IPR 8"X4"-22.32 IPR 8"X4"-19.34 IPR 8"X4"-19.34 IPR 8"X4"-19.34 IPR 8"X4"-19.34 IPR 16"X7"-59.52 IPR 12"X4"-32.74 IPR 12"X4"-32.74 IPR 12"X4"-32.74 IPR 12"X4"-32.74 IPR 12"X4"-32.74 IPR 12"X4"-32.74 IPR 12"X4"-32.74 IPR 12"X4"-32.74 IPR 14"X6 3/4"-44.64 IPR 14"X6 3/4"-44.64 IPR 16"X7"-74.40 IPR 16"X7"-74.40 IPR 16"X7"-74.40 IPR 8"X5 3/4"-31.25 IPR 8"X5 3/4"-31.25 IPR 8"X5 3/4"-31.25 IPR 8"X5 3/4"-31.25 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 8"X4"-14.88 IPR 12"X6 1/2"-44.64 IPR 10"X5 3/4"-38.64 IPR 10"X5 3/4"-38.64 IPR 10"X5 3/4"-38.64 IPR 10"X5 3/4"-38.64 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 11" (279 MM) 11" (279 MM) 11" (279 MM) 11" (279 MM) 11" (279 MM) 11" (279 MM) 10" (254 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 5" (127 MM) 7" (178 MM) 7" (178 MM) 7" (178 MM) 7" (178 MM) 7" (178 MM) 7" (178 MM) 7" (178 MM) 7" (178 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 6" (152 MM) 8" (203 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) 9" (229 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;1/2" (13 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;5/8" (16 MM) \A1;5/8" (16 MM) \A1;5/8" (16 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;9/32" (7 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;3/8" (10 MM) \A1;9/32" (7 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) \A1;1/2" (13 MM) ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 3/16"X2"X2"-3.63 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X4"X4"-10.0 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 1/4"X2"X2"-4.75 ANG 5/16"X4"X4"-12.20 ANG 5/16"X4"X4"-12.20 ANG 5/16"X4"X4"-12.20 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X3"X3"-7.29 ANG 1/4"X2"X2"-4.75 \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;4" (102 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;6" (152 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;7" (178 MM) \A1;10" (254 MM) \A1;10" (254 MM) \A1;10" (254 MM) \A1;10" (254 MM) \A1;8" (203 MM) \A1;8" (203 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;3/16" (5 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;5/32" (4 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;1/4" (6 MM) \A1;5/32" (4 MM) 5 TIPO \A1;TAPA PL 3/16" ESP. TIP 5 SEPARACION TIPICA DE HABILITADO T-5 T-5 <> (8") <> (26") \A1;CUBRE-PLACA PL 3/8" ESP. TIP 7 7 TIP TIP 7 <> (8") 5 TIP T-5 T-5 T-5 \A1;ANG 1/4"X3"X3" 5 ABERTURA TIPO --- Z3 --- Z3 CORTE Z3-Z3 \A1;CONEXION CK-1 \A1;CONEXION CK-2 CONEXION CK-1 ESC. 1 A 20 DETALLE TIPO PLACAS BASE ESC. 1 A 20 DETALLE TIPO CONEXIONES A COLUMNA ESC. 1 A 20 T-5 T-12 <> (10") 5 \A1;CUBRE-PLACA PL 1/2" ESP. TIP 10 9 TIP TIP 7 <> (8") 5 TIP T-12 T-5 T-12 \A1;ANG 1/4"X4"X4" 5 ABERTURA TIPO --- Z4 --- Z4 CORTE Z4-Z4 CONEXION CK-2 ESC. 1 A 20 T-5 T-12 5 5 5 \A1;ANG 1/4"X3"X3" \A1;PL 3/8" ESP. (6X254X326 MM) \A1;PL 1/2" ESP. (13X254X510 MM) \A1;CONEXION CK-3 W8X10 T-6 T-11 T-11 <> (5") 5 --- Z5 --- Z5 5 TIP \A1;CUBRE-PLACA PL 1/4" ESP. T-11 T-11 T-12 CORTE Z5-Z5 CONEXION CK-3 ESC. 1 A 20 5 TIP 4 TIP 5 ABERTURA TIPO TIP 5 \A1;ANG 3/16"X2"X2" <> (4") \A1;CONEXION CK-4 T-15 T-16 T-16 <> (7") 5 --- Z6 --- Z6 10 TIP \A1;CUBRE-PLACA PL 1/2" ESP. T-16 T-16 T-15 CORTE Z6-Z6 CONEXION CK-4 ESC. 1 A 20 10 TIP 5 TIP 5 ABERTURA TIPO TIP 10 \A1;ANG 1/4"X3"X3" <> (6") \A1;PL 1/2" ESP. (13X178X307 MM) \A1;PL 1/4" ESP. (6X127X237 MM) \A1;CONEXION CK-5 T-14 T-14 T-7 --- Z7 --- Z7 <> (9") 5 5 5 \A1;CUBRE-PLACA PL 5/8" ESP. TIP 13 T-14 T-7 T-14 CORTE Z7-Z7 CONEXION CK-5 ESC. 1 A 20 5 ABERTURA TIPO TIP 10 <> (10") \A1;PL 1/2" ESP. (13X229X230 MM) \A1;ANG 1/4"X4"X4" \A1;PL 5/8" ESP. (16X229X410 MM) 13 TIP <> (10") 5 TIP \A1;ANG 1/4"X4"X4" \A1;CONEXION CK-6 T-5 T-7 T-5 5 --- Z8 Z8 T-5 T-5 T-7 <> (6") 5 ABERTURA TIPO TIP 7 <> (9") 7 TIP \A1;CUBRE-PLACA PL 3/8" ESP. --- CORTE Z8-Z8 CONEXION CK-6 ESC. 1 A 20 7 TIP 5 TIP \A1;ANG 1/4"X3"X3" \A1;(2) PL 3/8" ESP. (10X229X366 MM) --- Z9 --- Z9 COLUMNA CAJON METALICO PL BASE \A1;CAJON METALICO -CM \A1;PLACA BASE - BP \A1;COLUMNA - SC TRABE CORTE Z9-Z9 TIP 60° 5 \A1;UTILIZAR ELECTRODOS ESPECIALES DE BAJA ENTRADA DE CALOR PARA SOLDAR LAS VARILLAS CORRUGADAS A LAS PLACAS BASE DETALLE TIPO SOLDADURA ANCLAS ESC. 1 A 20 PROYECCION DE VARILLAS \A1;VARILLAS DE REFUERZO DE LA COLUMNA DE CONCRETO \A1;VARILLAS DE REFUERZO

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, broadening, building, details, DWG, levels, plants, section, sections, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structure en acier