Cerco Perimetric DWG Section for AutoCAD

Cerco Perimetric DWG Section for AutoCAD

CERCO PERIMETRIC – PLANT – SECTIONS – VIEW – DETAILS

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

tripley, cast, floor, plinth, Wall, ceiling, finishing key, rubbed cement, colored cement, vitrified ceramic, parket, flagstone, terrazzo, vinyl, wood, esc, variable, column, stirrups, esc .:, cut, column, beam collar, platform, sporty, dilatation meeting, plant section no., fronton wall, wall rope, fronton wall, wall rope, stuffed mat loan, n.p.t., cut, column type:, n.p.t., ace. longitudinal, rest. m., stuffed mat own, r. mat loan, r. mat own, cut, column type:, dilatation meeting, rope wall, plant section no., path projection, projection of bleachers, projection of bleachers, projection of bleachers, stirrups of rto. m., stirrups of rto. m., stirrups of rto. m., beam typical collar, esc .:, cut, Shoe type:, Shoe type:, column type, beam typical collar, foundation section no., foundation section no., cut, cº: p.g., cº: p.m., cut, cº: p.g., cº: p.m., foundation detail, esc, ace. longitudinal, rest. m., stuffed mat loan, n.p.t., cut, column type:, n.p.t., ace. longitudinal, rest. m., stuffed mat own, r. mat loan, r. mat own, detail of footing columns, esc, cut, column type:, ace. longitudinal, rest. m., cut, stirrups of rto. m., beam typical collar, esc .:, cut, beam typical collar, esc .:, stirrups of rto. m., beam typical collar, esc .:, stirrups of rto. m., cut, main lift section no., rope wall, typical main elevation, rope wall, bruises, rope wall, bruises, fronton, main lift section no., bruises, bruises, sobrecimiento, beam collar, dilatation meeting, cº: p.m., rope wall, beam typical collar, column, sidewalk, bleachers detail, concrete cyclopean p.g., esc, beam column detail fronton wall, esc, esc, detail anchor column in shoe, section, esc, goes., head wall, head wall, v. to., v. to., head wall, head wall, head wall, n.t. n., n.p.t., flooring, head wall, figure, beam, figure, beam, notes., maximum number of bars that can be found in a, Armor anchor on beam ends, splice area, splice area, figure, beam, To ensure the embedding of the beam at its ends, the iron must have a length equal to the length of the anchor from the support face as shown in the following figures:, figure, beam, reduce length of joints: concrete: concrete but not less than cm., location of splices, see elevations, general specifications, shoes:, beams:, in columns:, long. transv .:, in columns:, slabs, shoes:, beams:, verify on site, see box, f’c, cm., by overlap, concrete, steel, ground, free coatings, zone, zone, splice length pra grade, see box, separation, between bars, separation, overlap splices, splices for slabs beams, see box, cm. minimum, stop with additional bar, cm. minimum, concrete, for, verify on site, cm., f’c, in columns:, free coatings, long. transv .:, in columns:, beams:, shoes:, slabs, ground, steel, beams:, shoes:, in cm., more, in cm., detail of joints, n

Raw text data extracted from CAD file:

TRIPLEY 10 YESO PISO P ZOCALO MURO CIELO RASO CR M Z CLAVE DE ACABADOS CEMENTO FROTACHADO 1 2 3 4 5 6 7 8 9 CEMENTO COLOREADO CERAMICO VITRIFICADO PARKET PIEDRA LAJA TERRAZO VINILICO MADERA ESC. ESC. 1.20 .40 .60 .40 .40 .20 .30 2.10 0.25 0.25 0.25 0.25 0.31 0.25 VARIABLE VARIABLE 0.25 -99.97846908936947 COLUMNA (C-1) 2 Ø 1/2" 2 Ø 1/2" -99.97846908936947 -99.97846908936947 2 Ø 1/2" 2 Ø 1/2" -99.97846908936947 2 Ø 1/2" -99.97846908936947 -99.97846908936947 2 Ø 1/2" Estribos de Ø 1/4"" : @0.20 c/e VC-101 (25X20) 2 Ø 3/8" A A 2 Ø 3/8" A Esc.: 1:20 A -99.97846908936947 -99.97846908936947 0.10 CORTE A - A 4 Ø 3/8" -99.97846908936947 0.10 COLUMNA (C-2) COLUMNA (C-3) 0.25 0.25 0.25 0.25 0.30 0.30 3.44 3.19 3.60 0.30 3.60 0.30 3.60 3.19 3.90 3.90 3.90 3.44 1.00 1.00 0.25 0.45 0.60 0.075 1.00 0.07 0.80 0.25 0.10 2.60 0.20 0.25 0.45 0.60 0.075 1.00 0.07 0.80 2.60 0.20 0.25 0.10 0.25 0.25 1.00 1.00 0.25 4.00 3.75 0.25 0.25 0.25 3.75 3.75 4.00 4.00 4.00 4.00 0.25 0.25 0.25 3.75 3.75 3.75 0.25 4.00 4.00 0.25 0.25 0.25 3.75 0.25 3.35 3.60 3.75 4.00 1.00 2.22 1.00 3.00 1.00 2.63 1.00 1.00 2.63 1.00 3.00 1.00 2.63 1.00 1.00 2.63 1.00 3.00 1.00 2.63 1.00 1.00 3.60 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 1.00 1.00 3.44 1.00 1.69 1.00 1.30 2.10 1.30 2.60 1.30 2.10 1.30 1.00 1.69 1.00 3.90 3.90 3.90 3.44 1.00 36.40 12.85 12.65 28.50 0.30 4.00 3.75 4.00 3.75 4.00 3.75 1.00 1.00 1.10 1.30 0.25 0.25 0.25 0.25 0.50 0.20 0.60 0.25 0.40 0.15 0.60 0.20 0.60 0.40 0.25 0.25 1.00 1.00 0.25 0.45 0.60 0.075 1.00 0.07 0.80 0.25 0.10 3.30 0.20 0.25 0.45 0.60 0.075 1.00 0.07 0.80 3.30 0.20 0.25 0.10 0.25 0.25 1.00 1.00 3.60 3.35 0.30 4.00 3.75 0.30 3.44 3.19 0.30 VIGA COLLAR 0.40 2.90 0.20 3.50 7.00 12.00 3.19 0.25 0.25 3.44 3.19 0.25 0.25 3.44 0.40 2.90 0.20 3.50 0.40 2.20 0.20 2.80 0.40 2.20 0.20 2.80 0.25 3.75 3.75 3.75 0.25 0.25 0.25 4.00 4.00 4.00 .40 2.20 .20 1.50 .25 1.20 0.30 0.30 0.25 0.30 0.30 0.25 0.30 3.20 0.30 1.30 1.30 3.20 1.30 1.30 0.20 0.50 0.60 0.10 3.20 3.20 3.20 7.70 1.30 1.10 1.30 1.10 11.94 5 5 5 5 5 PLATAFORMA DEPORTIVA 5 5 5 Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Junta de Dilatación 1" Junta de Dilatación 1" Junta de Dilatación 1" PLANTA TRAMO Nº 02 ESC.:1/50 MURO DE FRONTON MURO SOGA MURO DE FRONTON MURO DE FRONTON MURO SOGA 5 5 Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. RELLENO MAT. PRESTAMO N.P.T. + 0.25 5 5 5 0.075 Ø 1/2" @ 0.20m. 5 5 5 5 5 2 Ø 1/2" 2 Ø 1/2" CORTE X - X COLUMNA TIPO: C-1 - Z-1 X X 5 5 N.P.T. + 0.25 5 5 5 0.075 Ø 1/2" @ 0.20m. 5 5 5 5 As. Longitudinal 4 Ø 1/2" 5 5 5 X X Ø 1/4" Resto. @ 0.25 m. 3 @ 0.05 3 @ 0.10 2 @ 0.15 RELLENO MAT. PROPIO R. MAT. PRESTAMO R. MAT. PROPIO 0.25 5 0.25 CORTE X - X 2 Ø 1/2" 2 Ø 1/2" COLUMNA TIPO: C-1 - Z-1 5 Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. 5 5 5 5 5 5 5 5 5 5 5 5 10 5 5 5 5 5 5 5 5 5 5 6 7 5 5 5 5 5 5 2 3 <> 5 <> 5 8 9 4 5 11 12 13 14 15 16 17 18 19 20 Junta de Dilatación 1" Junta de Dilatación 1" MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA PLANTA TRAMO Nº 01 ESC.:1/50 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 1 2 3 4 5 6 7 8 9 10 11 12 5 5 5 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16 17 18 19 20 5 14 15 1 Proyeccion de Vereda Proyeccion de Vereda Proyeccion de Vereda Proyeccion de Graderías Proyeccion de Graderias Proyeccion de Graderías <> 5 5 5 5 5 5 5 5 5 Estribos de Ø 1/4"" : 3@0.05, 4@0.10, 3@0.15, Rto. @0.25 m. c/e A A A A 2 Ø 1/2" 2 Ø 1/2" Estribos de Ø 1/4"" : 3@0.05, 4@0.10, 3@0.15, Rto. @0.25 m. c/e A A A A 2 Ø 1/2" 2 Ø 1/2" Estribos de Ø 1/4"" : 3@0.05, 4@0.10, 3@0.15, Rto. @0.25 m. c/e A A A A 2 Ø 1/2" 2 Ø 1/2" VIGA COLLAR TIPICA Esc.: 1:20 5 CORTE A - A 2 Ø 1/2" 2 Ø 1/2" Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. 5 5 ZAPATA TIPO: (Z-1) 5 5 ZAPATA TIPO: (Z-2) 0.15 0.25 3.70 C-1 0.15 0.25 4.40 C-2 0.15 0.25 8.23 C-3 2 Ø 1/2" 5 2 Ø 1/2" V.A.= (0.25 X 0.30) 2 Ø 1/2" 5 2 Ø 1/2" COLUMNA TIPO (C-3) 5 2 Ø 1/2" 2 Ø 1/2" VIGA COLLAR TIPICA A A A A B B B B B B A A A A A A A A A A A A A A A A C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-1 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-2 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-2 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-2 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m C-2 Z-1 Ø 1/2" @ .20m Ø 1/2" @ .20m CIMENTACION TRAMO Nº 01 ESC.:1/50 C-3 Z-2 Ø 1/2" @ .20m Ø 1/2" @ .20m C-3 Z-2 Ø 1/2" @ .20m Ø 1/2" @ .20m C-3 Z-2 Ø 1/2" @ .20m Ø 1/2" @ .20m C-3 Z-2 Ø 1/2" @ .20m Ø 1/2" @ .20m CIMENTACION TRAMO Nº 02 ESC.:1/50 5 CORTE A'-A' 5 NPT.+0.20 5 5 Cº: 1:10+30% P.G. Cº: 1:8+25% P.M. 5 5 5 CORTE B'-B' 5 NPT.+0.20 5 5 Cº: 1:10+30% P.G. Cº: 1:8+25% P.M. 5 5 DETALLE DE CIMIENTOS ESC. 1:20 As. Longitudinal 4 Ø 1/2" Ø 1/4" Resto. @ 0.25 m. 3 @ 0.05 3 @ 0.10 2 @ 0.15 5 5 Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. RELLENO MAT. PRESTAMO N.P.T. + 0.25 5 5 5 0.075 Ø 1/2" @ 0.20m. 5 5 5 5 5 2 Ø 1/2" 2 Ø 1/2" CORTE X - X COLUMNA TIPO: C-2 - Z-1 X X 5 5 N.P.T. + 0.25 5 5 5 0.075 Ø 1/2" @ 0.20m. 5 5 5 5 As. Longitudinal 4 Ø 1/2" 5 5 5 X X Ø 1/4" Resto. @ 0.25 m. 3 @ 0.05 3 @ 0.10 2 @ 0.15 RELLENO MAT. PROPIO R. MAT. PRESTAMO R. MAT. PROPIO DETALLE DE COLUMNAS Y ZAPATAS ESC. : 1:20 0.25 5 0.25 CORTE X - X 2 Ø 1/2" 2 Ø 1/2" COLUMNA TIPO: C-2 - Z-1 5 Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. 5 5 5 As. Longitudinal 4 Ø 1/2" Ø 1/4" Resto. @ 0.25 m. 3 @ 0.05 3 @ 0.10 2 @ 0.15 5 5 1 2 5 CORTE A - A 2 Ø 1/2" 2 Ø 1/2" A A 2 Ø 1/2" A A 2 Ø 1/2" Estribos de Ø 1/4"" : 3@0.05, 4@0.10, 3@0.15, Rto. @0.25 m. c/e VIGA COLLAR TIPICA Esc.: 1:20 5 6 7 8 9 10 11 12 5 5 3 4 5 CORTE A - A 2 Ø 1/2" 2 Ø 1/2" A A 2 Ø 1/2" A A 2 Ø 1/2" VIGA COLLAR TIPICA Esc.: 1:20 Estribos de Ø 1/4"" : 3@0.05, 4@0.10, 3@0.15, Rto. @0.25 m. c/e 5 5 A A 2 Ø 1/2" A A 2 Ø 1/2" VIGA COLLAR TIPICA Esc.: 1:20 Estribos de Ø 1/4"" : 3@0.05, 4@0.10, 3@0.15, Rto. @0.25 m. c/e 13 19 14 20 5 CORTE A - A 2 Ø 1/2" 2 Ø 1/2" ELEVACION PRINCIPAL TRAMO Nº 01 ESC.:1/50 MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA MURO DE SOGA ELEVACION PRINCIPAL TIPICA ESC.:1/50 MURO DE SOGA Bruñas Bruñas Bruñas MURO DE SOGA MURO DE SOGA MURO DE SOGA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Bruñas Bruñas FRONTON ELEVACION PRINCIPAL TRAMO Nº 02 ESC.:1/50 5 5 5 5 Bruñas Bruñas Bruñas C - 1 C - 1 C - 1 C - 1 Bruñas Bruñas SOBRECIMIENTO SOBRECIMIENTO SOBRECIMIENTO VIGA COLLAR VIGA COLLAR VIGA COLLAR Junta de Dilatación 1" Junta de Dilatación 1" C - 1 C - 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.+0.20 Cº: 1:8+25% P.M. MURO DE SOGA 5 5 5 VIGA COLLAR TIPICA COLUMNA (C-1) 5 VEREDA 5 5 DETALLE DE GRADERIAS ESC.:1/50 CONCRETO CICLOPEO f'c=140 Kg/cm2 + 70% P.G. ESC. 1/25 DETALLE DE ZAPATA, COLUMNA Y VIGA - MURO DE FRONTON ESC. 1/10 C - 3 ESC. 1/20 DETALLE ANCLAJE DE COLUMNA EN ZAPATA 5 Z - 2 5 Z - 2 5 5 4 Ø 1/2" 2 Ø 1/2" 4 Ø 1/2" 2 Ø 3/8" 5 5 SECCION C-C SECCION B-B ESC. 1/10 V.A. (0.25x0.30) C C MURO DE CABEZA 2 Ø 1/2" + 1 Ø 3/8" 2 Ø 1/2" + 1 Ø 3/8" C C B B B B 2 Ø 1/2" + 1 Ø 3/8" 2 Ø 1/2" + 1 Ø 3/8" MURO DE CABEZA Ø1/4" 1@0.05, 2@0.10, 3@0.15, R@0.20 V. A. (0.25 x 0.30) Ø1/4" 1@0.05, 2@0.10, 2@0.15, R@0.20 V. A. (0.25 x 0.30) C C 2 Ø 1/2" + 1 Ø 3/8" B B B B MURO DE CABEZA 2 Ø 1/2" + 1 Ø 3/8" 2 Ø 1/2" + 1 Ø 3/8" C C 5 5 5 B B B B 2 Ø 1/2" + 1 Ø 3/8" C C Z-1 MURO DE CABEZA C C Z-2 5 5 3.20 MURO DE CABEZA C C Z-2 5 5 Ø1/4" 1@0.05, 4@0.10, 3@0.15, R@0.20 C C N.T. N. N.P.T. +0.20 SOLADO 5 5 5 5 Z-1 MURO DE CABEZA Ø1/2" @ 0.20 3.20 3.20 5 5 5 5 Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. 5 5 Ø 1/2" @ 0.20m. Ø 1/2" @ 0.20m. 5 75 % 75 % 75 % FIGURA 4 VIGA h L h t FIGURA 2 VIGA 4.- Notas. 3.- Maximo numero de barras que se puedan encontrar en una sección., ANCLAJE DE ARMADURA EN EXTREMOS DE VIGAS t Zona de empalme 3 Zona de empalme Zona de empalme As (+) B/8 B/8 B/4 C L 3 2 1 FIGURA 1 VIGA L h L As ( - ) B/4 2 h > t t Para asegurar el empotramiento de la viga en sus extremos el fierro debe de presentar en el apoyo una longitud igual a la del anclaje a partir de la cara del apoyo como se muestra en las siguientes figuras: FIGURA 3 L VIGA h 50 % t Reducir longitud de empalmes: 10% de concreto: f'c=280 Kg/cm2 20% de concreto f'c=350 Kg/cm2 pero no menor de 30 cm. h < t 2.- Ubicación de empalmes Ver elevaciones ESPECIFICACIONES GENERALES Zapatas: Vigas: En columnas: Long. y transv.: En columnas: Losas Zapatas: Vigas: Verificar en Obra Ver cuadro f'c = 175 kg/cm2 f'c = 175 kg/cm2 f'c = 4200 kg/cm2 f'c = 175 kg/cm2 t = 1.00 kg/cm2 4.50 cm. 7.50 cm. 4.50 cm. 3.00 cm. L POR TRASLAPE CONCRETO ACERO TERRENO RECUBRIMIENTOS LIBRES 140 200 200 170 245 245 40 50 110 90 30 30 ZONA 3 ZONA 2 35 45 120 155 70 55 155 120 70 55 45 35 ZONA 1 1.- Longitud de empalme pra Ø de grado 60 (en cm.) Ver cuadro L 1" Separación entre barras entre barras 1" Separación EMPALMES POR TRASLAPE Ø 1" Ø 3/4" Ø 5/8" Ø 1/2" Ø 3/8" Ø Ø 1 1/4" Ø 1 3/8" EMPALMES PARA LOSAS Y VIGAS Ø 1 1/8" Ver cuadro L 30 cm. Mínimo A TOPE CON BARRA ADICIONAL 30 cm. Mínimo CONCRETO L=36Ø Para f'y=4200 kg/cm2 Verificar en Obra 3.00 cm. 4.50 cm. 7.50 cm. 4.50 cm. f'c = 210 kg/cm2 f'c = 4200 kg/cm2 f'c = 210 kg/cm2 f'c = 175 kg/cm2 En columnas: RECUBRIMIENTOS LIBRES Long. y transv.: En columnas: t Vigas: Zapatas: Losas TERRENO ACERO Vigas: Zapatas: 40 50 35 40 f'y=2800 Kg/cm2 f'y=4200 Kg/cm2 40 35 f'c= < 210 Kg/cm2 f'y=4200 Kg/cm2 L/2 L Ø Ø 1/2" Ø 5/8" 30 16 12 10 D = en cm. Ø 1" Ø 3/4" Ø 5/8" Ø 1/2" Ø 3/8" Ø D D = 6 d 8 6 L a a/6 f'y=2800 Kg/cm2 35 f'c=210 Kg/cm2 o mas Ø L en cm. 80 65 60 L Ø 1" DETALLE DE EMPALMES NIVEL (VER ENCOFRADO) 2a/3 a/6 50 60 50 Ø 3/4" 45 40 = 1.384 kg/cm2 ESPECIFICACIONES GENERALES DOBLEZ DE FIERRO A 90° NIVEL (ver encofrado) COLUMNAS Y PLACAS EMPALME TRASLAPADO PARA DOBLEZ EN ESTRIBOS

Language	Spanish
Drawing Type	Section
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	assorted, autocad, cerco, details, DWG, perimetric, plant, section, sections, View