Details Urban Park Structure DWG Detail for AutoCAD

Detail structures running on the current work of Park 29 of Mayo; we can see beams roofs etcs

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

variable, considering area of low stress, splicing length, Column splice detail, splicing length, Considering zone of high efforts but that are less spliced than that of the rods, scale, splice in different parts trying to make the splices outside the confinement area, rmin, ldg, architecture office constructions studies unit projects, National University of the Altiplano, Expansion of the infrastructure of the professional school of human nutrition u.n.a. fist, draft:, scale, date, design, sheet, Location:, university city, flat, detail of plateau, ing. guillermo aquize, December, construction park of May place of memory a puno, draft:, scale, date, design, sheet, Location:, university city, flat, detail of water mirror foundation, ing. guillermo aquize, December, rmin, ldg, Source: water volume, n.p.t., water mirror, sole, control panel, metal staircase, n.p.t., cleaning camera, ornamental waterfall section, section, mixture, ƒ’c, paths, column joists, corrugated steel, columns, soles, beams slabs, columns, braced columns, braced joists, ƒ’c, ƒ’c, flat beams slabs, connecting beams, concrete, shoes, ƒ’c, Surpluses, Max., shoes, liquid mortar, ƒ’c, foundations, Max., false floor, mixture, beams, masonry, f’m resistance, bearing capacity of the rocky terrain, bearing capacity of the ground, anchor length with hook, beam, column, fc, fc, booster, standard hook, length provided will be the minimum placed at the time of construction, stirrup, db extension, doubled db, Bending detail bend diameter of standard hooks in stirrups, stirrup, detail of bends in general in longitudinal bars, machine house, cistern tank, secc, variable, n.a., shoe detail, scale, water detail, scale, cut, secc, Source: water volume, n.p.t., water mirror, sole, control panel, metal staircase, n.p.t., cleaning camera, ornamental waterfall section, scale, sculpture plant, section, mixture, ƒ’c, paths, column joists, corrugated steel, columns, soles, beams slabs, columns, braced columns, braced joists, ƒ’c, ƒ’c, flat beams slabs, connecting beams, concrete, shoes, ƒ’c, Surpluses, Max., shoes, liquid mortar, ƒ’c, foundations, Max., false floor, mixture, beams, masonry, f’m resistance, bearing capacity of the rocky terrain, bearing capacity of the ground, anchor length with hook, beam, column, rmin, ldg, fc, fc, ldg, booster, standard hook, length provided will be the minimum placed at the time of construction, stirrup, db extension, doubled db, Bending detail bend diameter of standard hooks in stirrups, stirrup, detail of bends in general in longitudinal bars, machine house, cistern tank, water mirror, concrete sculpture columns, scale, water mirror, scale, structure detail, column table, kind, stirrup, detail, section, cabbage, column table, column, column, column, column, plant detail, scale

Raw text data extracted from CAD file:

B 0.50 0.50 0.50 variable 1.20 1.40 0.50 0.30 1.20 1.40 0.60 0.10 0.15 0.40 0.15 0.70 0.15 0.50 0.10 0.40 0.80 2.65 1.85 1.40 R5.20 R4.80 R4.20 4.28 11.17 0.20 0.20 0.22 0.20 0.20 0.25 0.25 0.25 0.25 0.25 0.25 0.50 0.30 0.50 0.25 0.50 0.50 0.40 \A1;.15 \A1;2.20 \A1;2.83 \A1;2.90 \A1;.15 3.50 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 3.50 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.300 0.80 0.30 1.20 0.10 0.65 4.05 0.60 0.10 0.35 0.55 3.35 a/6 a/6 e \A1;\S2#3; a l 774.7990304868181 CONSIDERANDO ZONA DE ESFUERZOS BAJOS 0.45 m 0.60 m LONGITUD DE EMPALME (e) DETALLE DE EMPALME DE COLUMNAS Ø 5/8" Ø 3/4" 774.7990304868181 774.7990304868181 774.7990304868181 LONGITUD DE EMPALME (l) 0.60 m 0.70 m CONSIDERANDO ZONA DE ESFUERZOS ALTOS PERO QUE SE EMPALMAN MENOS DEL 50% DE LAS VARILLAS Ø 5/8" Ø 3/4" ESCALA S/E 774.7990304868181 Empalmar en diferentes partes tratando de hacer los empalmes fuera de la zona de confinamiento 12 db rmin ldg ldg db 12 db r 10 db db r db 0.50 0.60 0.50 0.30 0.60 0.30 0.25 0.35 0.50 0.10 0.30 0.10 0.10 0.15 0.30 0.60 0.30 0.18 0.25 0.18 0.40 OFICINA DE ARQUITECTURA Y CONSTRUCCIONES - UNIDAD DE ESTUDIOS Y PROYECTOS UNIVERSIDAD NACIONAL DEL ALTIPLANO AMPLIACION DE LA INFRAESTRUCTURA DE LA ESCUELA PROFESIONAL DE NUTRICION HUMANA U.N.A. PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CUIDAD UNIVERSITARIA PLANO : DETALLE DE PLATEA DE CIMENTACION-COLUMNAS 1:25 ING. GUILLERMO AQUIZE DICIEMBRE 2009 E-03 CONSTRUCCION PARQUE 29 DE MAYO LUGAR DE MEMORIA UNA PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CUIDAD UNIVERSITARIA PLANO : DETALLE DE CIMENATCION ESPEJO DE AGUA 1:25 ING. GUILLERMO AQUIZE DICIEMBRE 2009 E-01 \A1;.15 \A1;2.20 \A1;2.83 \A1;2.90 \A1;.15 0.300 0.80 0.30 1.20 0.10 0.65 12 db rmin ldg ldg db 12 db r 10 db db r db FUENTE: VOLUMEN DE AGUA 21.36M3 N.P.T. ESPEJO DE AGUA SOLADO SOLADO 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 Tablero de Control Escalera Metálica N.P.T. = 0.00 CAMARA DE LIMPIEZA SECCION A-A, CASCADA ORNAMENTAL Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 SECCION B-B Mezcla 1:10 (C:H), E=3" ƒ'c = 210Kg/cm² ƒ'c = 175 Kg/cm² VEREDAS COLUMNETAS Y VIGUETAS ACERO CORRUGADO COLUMNAS SOLADOS VIGAS Y LOSAS COLUMNAS COLUMNETAS DE ARRIOSTRE VIGUETAS DE ARRIOSTRE ƒ'c = 1740 Kg/cm² 2.5 cm 4 cm ƒy = 4200 Kg/cm² ƒ'c = 210 Kg/cm² ƒ'c = 175 Kg/cm² VIGAS CHATAS Y LOSAS VIGAS DE CONEXION 5 cm 2.5 cm \LRECUBRIMIENTOS CONCRETO ZAPATAS ƒ'c =210 Kg/cm² SOBRECIMIENTOS Mezcla 1:8 (C:H) + 25% P.M., Máx. 4" 7.5 cm ZAPATAS GROUT, MORTERO LIQUIDO ƒ'c = 140 Kg/cm² \LESPECIFICACIONES T\U+00C9CNICAS CIMIENTOS Mezcla 1:10 (C:H) + 30% P.G., Máx. 6" FALSO PISO Mezcla 1:8 (C:H), E=4" VIGAS 3.5 cm ALBAÑILERÍA 50 Kg/cm2 Resistencia característica, f'm \LACERO CAPACIDAD PORTANTE DEL TERRENO ROCOSO t = 27.00 Kg/cm² CAPACIDAD PORTANTE DEL TERRENO t = 0.80 Kg/cm² 31 25 19 39 14.50 Longitud de Anclaje con Gancho (l\H0.7407x;dg) VIGA COLUMNA 5/8" 3/4" 1/2" 1" 6 5 4 8 108.4832051770079 108.4832051770079 108.4832051770079 Ø 3/8" 3 5/8" 1/2" 1" 3/4" 20 25 15 31 f'c = 175 kg/cm2 11.50 38 cm 30 cm 61 cm 46 cm f'c = 210 kg/cm2 35 cm 28 cm 56 cm 42 cm 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 108.4832051770079 As de Refuerzo GANCHO ESTANDAR A 135° \LNOTA:\l\C3; \H0.75x;\C6;La longitud proporcionada sera la minima colocada en el momento de la construccion 6.5 9.5 1/4" 3/8" d Estribo Extension 10 db (cm) d Doblez 4 db (cm) 2.5 3.8 DETALLE DE DOBLEZ Y DIAMETRO DE DOBLADO DE GANCHOS ESTANDAR EN ESTRIBOS Estribo DETALLE DE DOBLECES EN GENERAL EN BARRAS LONGITUDINALES 108.4832051770079 CASETA DE MAQUINAS TANQUE CISTERNA 5 3 3 4 4 2 2 1 1 5 5 B A C D A B C D 8 d 1/2" d 3/8"@ 0.25 5 5 SECC 01-01 1d 1/2 @ 0.20 1d 1/2 @ 0.20 <> variable 5 <> 1d 1/2 @ 0.20 1d 1/2 @ 0.20 <> 5 5 <> N.A. N.A. N.A. N.A. DETALLE DE ZAPATAS ESCALA 1:25 DETALLE ESPEJ0 DE AGUA ESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 1/2"@0.20 d 1/2"@0.20 5 5 5 5 5 5 A A CORTE A-A <> 5 <> 5 5 5 5 SECC B-B FUENTE: VOLUMEN DE AGUA 21.36M3 N.P.T. ESPEJO DE AGUA SOLADO SOLADO 5 5 5 5 5 Tablero de Control Escalera Metálica N.P.T. = 0.00 CAMARA DE LIMPIEZA SECCION A-A, CASCADA ORNAMENTAL Escala 1:50 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 PLANTA ESCULTURA 01 ESC.:1/25 PLANTA ESCULTURA 02 ESC.:1/25 5 5 1d 1/2 @ 0.20 1d 1/2 @ 0.20 5 <> 4 d 1/2" 1d 1/2 @ 0.20 1d 1/2 @ 0.20 5 <> 4 d 1/2" 1d 1/2 @ 0.20 1d 1/2 @ 0.20 5 <> 4 d 1/2" 1d 1/2 @ 0.20 1d 1/2 @ 0.20 5 <> 4 d 1/2" 5 1d 1/2 @ 0.20 1d 1/2 @ 0.20 5 <> 4 d 1/2" 1d 1/2 @ 0.20 1d 1/2 @ 0.20 5 <> 4 d 1/2" 1d 1/2 @ 0.20 <> 4 d 1/2" 1d 1/2 @ 0.20 1d 1/2 @ 0.20 5 <> 4 d 1/2" 5 5 5 5 5 5 SECCION B-B 5 5 5 5 5 Mezcla 1:10 (C:H), E=3" ƒ'c = 210Kg/cm² ƒ'c = 175 Kg/cm² VEREDAS COLUMNETAS Y VIGUETAS ACERO CORRUGADO COLUMNAS SOLADOS VIGAS Y LOSAS COLUMNAS COLUMNETAS DE ARRIOSTRE VIGUETAS DE ARRIOSTRE ƒ'c = 1740 Kg/cm² 2.5 cm 4 cm ƒy = 4200 Kg/cm² ƒ'c = 210 Kg/cm² ƒ'c = 175 Kg/cm² VIGAS CHATAS Y LOSAS VIGAS DE CONEXION 5 cm 2.5 cm \LRECUBRIMIENTOS CONCRETO ZAPATAS ƒ'c =210 Kg/cm² SOBRECIMIENTOS Mezcla 1:8 (C:H) + 25% P.M., Máx. 4" 7.5 cm ZAPATAS GROUT, MORTERO LIQUIDO ƒ'c = 140 Kg/cm² \LESPECIFICACIONES T\U+00C9CNICAS CIMIENTOS Mezcla 1:10 (C:H) + 30% P.G., Máx. 6" FALSO PISO Mezcla 1:8 (C:H), E=4" VIGAS 3.5 cm ALBAÑILERÍA 50 Kg/cm2 Resistencia característica, f'm \LACERO CAPACIDAD PORTANTE DEL TERRENO ROCOSO t = 27.00 Kg/cm² CAPACIDAD PORTANTE DEL TERRENO t = 0.80 Kg/cm² 31 25 19 39 14.50 Longitud de Anclaje con Gancho (l\H0.7407x;dg) VIGA COLUMNA 5/8" 3/4" 1/2" 1" 6 5 4 8 12 db rmin ldg Ø 3/8" 3 5/8" 1/2" 1" 3/4" 20 25 15 31 f'c = 175 kg/cm2 11.50 38 cm 30 cm 61 cm 46 cm f'c = 210 kg/cm2 35 cm 28 cm 56 cm 42 cm ldg db 12 db r 10 db db r As de Refuerzo GANCHO ESTANDAR A 135° \LNOTA:\l\C3; \H0.75x;\C6;La longitud proporcionada sera la minima colocada en el momento de la construccion 6.5 9.5 1/4" 3/8" d Estribo Extension 10 db (cm) d Doblez 4 db (cm) 2.5 3.8 DETALLE DE DOBLEZ Y DIAMETRO DE DOBLADO DE GANCHOS ESTANDAR EN ESTRIBOS Estribo DETALLE DE DOBLECES EN GENERAL EN BARRAS LONGITUDINALES db CASETA DE MAQUINAS TANQUE CISTERNA ESPEJO DE AGUA COLUMNAS ESCULTURA DE CONCRETO ESCALA 1:25 ESPEJO DE AGUA ESCALA 1:25 DETALLE ESTRUCTURA DE 5 CUADRO DE COLUMNAS TIPO ESTRIBO C-1 DETALLE SECCION C-2 0.40x0.70 04 d 3/4" C-4 2 d 3/8": 1@0.05, 6@0.10 COL T 0.25x0.60, 0.25X0.50 6 d 5/8" 4 d 3/4" 0.25x0.50 C-5 0.10x0.15 5 5 4@0.15, R@0.25 2 d 3/8": 1@0.05, 6@0.10 4@0.15, R@0.25 2 d 3/8": 1@0.05, 6@0.10 4@0.15, R@0.25 S d 1/4": 1@0.05, 4@0.10 4@0.15, R@0.20 5 5 5 2 d 3/8" 5 6 d 5/8" 5 06 d 5/8" 04 d 3/4" 08 d 5/8" 02 d 3/4" 08 d 5/8" 02 d 3/4" 02 d 3/4" 5 02 d 3/4" 02 d 3/4" C-3 0.25x0.50 2 d 3/8": 1@0.05, 6@0.10 4@0.15, R@0.25 5 04 d 3/4" 06 d 5/8" 5 5 5 5 02 d 3/4" 02 d 3/4" 06 d 5/8" 5 5 5 5 5 5 02 d 3/4" 02 d 1/2" CUADRO DE COLUMNAS 8 d 5/8" 5 8 d 5/8" d 1/2"@ 0.25 d 1/2"@ 0.25 4 d 1/2" COLUMNA 2 d 1/2" 1d 1/2 @ 0.20 2 d 3/8" 2 d 3/8" 4 d 1/2" COLUMNA 4 d 1/2" COLUMNA 4 d 1/2" COLUMNA DETALLE DE PLANTA DE ESPEJ0 ESCALA 1:25

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, beams, béton armé, concrete, current, DETAIL, details, DWG, formwork, park, reinforced concrete, roofs, running, schalung, stahlbeton, structure, structures, urban, work

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