Interpretation Center; Marketing And Operadora Turistica DWG Block for AutoCAD

Interpretation Center; Marketing And Operadora Turistica DWG Block for AutoCAD

Environmental Interpretation Center; Marketing and Operadora Turistica is an architectural proposal; in which it arises generate construccon through structural system bamboo cane (Guadua angustifolia Kunt)

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

cement mortar with fine aggregates and plasticizers, waterproofing sheet, basket, soil improvement, metal tile roof structure, waterproofing layer, vertical, ladders, river, p-axis aa, terrain dimensions, abscissa, p-axis bb, p-axis cc, axis aa, axis bb, cc axis, path, parking, disabled, pregnant, buses, checkpoint, guardian, c. interpretation, bathrooms, restaurant, banks via quito, ditch, old road to nono, land to be donated to the national corporation, private forests of Ecuador, contains :, parish :, neighborhood :, cadastral key :, no. property :, sheet :, date :, scale :, owner:, professional :, indicated, nanegalite, miraflores, municipal seals :, observations :, b ”, b ”, nc., technical specifications :, Ecuadorian norm of the construction., nec-se-cg: loads and materials, nec-se-cs: seismic hazard and design requirements resistant earthquake, nec-se-ha: reinforced concrete structures, concrete structure :, will be equal to eight times its diameter., columns observing the following recommendations :, of the iron corresponding to that section., the placement of stirrups in the columns., the axes, before proceeding to the construction., notes, floors., the dimensions indicated in this plan. ., box of centered plinths, number, type, armors, as.xx, location, as.yy, revision, date, drawing, detail, project:, pichincha, indicated, cafeteria, types of irons, as sense and, as sense x, armor, replantillo, grout, stuffing, plate, anchorage, confinement, axis, angustifolia, bamboo cane, anchor plate, anchor rod, esc :, isometria confinement knot, confinement plates, subfloor detail, sand layer, plastic, mesh, electrowelded, simple concrete, floor, finished, layer, stone ball, nc, symbology , of foundation, indicates level, of plinth, indicates type, of column, plate of confinement, to the support plate, metal plate, continuous and of complete penetration, welding cords will be, alternatives of welding, isometry of anchor knot , isometry support plate, esc., sense x, direction and, plinth aramadura, box of columns, level, variable thickness, threaded rod, concrete, head, rod, rod, longitudinal, transversal, cumulus, subfloor, typical cut of column, plant of covers giralda, plant of cover of the restaurant, center of environmental interpretation, commercialization and tour operator – cicop, description:, foundations, cuts, details and elevations, summary of materials, trusses of cane g uadua, total length of the bamboo cane, cant., long., columns of cane guadua, covers – trusses cuts, details and elevations, num., note: see general map for the connections, location cicop, calculation :, housing, plant housing cover

Raw text data extracted from CAD file:

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\W9.51828; Tapa de caña guadua \W8.64062; \U+2205 80 mm \W9.11481; \W9.11481; \W9.51828; Tapa de caña guadua \W8.64062; \U+2205 80 mm \W9.11481; Lámina impermeabilizante Base de hormigón ciclópeo concreto f'c= 210 kg/cm2 Replantillo de hormigón simple f'c = 140 kg/cm2 Varilla de acero A: 7 \U+2205 2O mm Estribos \U+2205 c/ 250mm Varilla de acero A: 4 \U+2205 7 mm Estribos \U+2205 c/ 250mm Canastilla Mejoramiento de suelo Vigueta compuesta de guadua para entrepiso \U+2205 80 mm \W8.76063; Columna compuesta Guadua \W9.72567; \U+2205 80 mm \W9.11481; \W9.51828; Tapa de caña guadua \W8.64062; \U+2205 80 mm \W9.11481; \W8.09044; Varilla de acero \U+2205 12 mm \W9.27021; Para anclar columna a \W8.87442; base de hormigón 0.08 0.08 0.08 5 5 5 0.08 5 5 5 0.24 5 5 5 0.24 Parante estructural de pared \U+2205 80 mm Diagonal estructural de pared \U+2205 80 mm Listón de madera para mampostería \U+2205 80 mm Correas de caña para entrepiso \U+2205 50 mm A A B B A A B B DETALLE 1A: PLANTA COLUMNA Y DADO DE HORMIGÓN DETALLE 1B: PLANTA COLUMNA Y DADO DE HORMIGÓN \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.45 \A1;1.34 \A1;26° \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.37 \A1;0.60 \A1;0.82 \A1;1.50 \A1;0.13 \A1;1.50 \A1;0.20 \A1;45° \A1;26° \A1;1.97 \A1;1.97 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.37 \A1;0.60 \A1;0.82 \A1;1.08 \A1;0.15 \A1;0.11 \A1;0.81 \A1;0.68 \A1;1.38 \A1;3.96 \W8.76063; Columna compuesta Guadua \W9.72567; \U+2205 80 mm \W8.42558; Pie de amigo de caña guadua \W9.72567; \U+2205 80 mm Estructura para cubierta tipo teja metálica Capa Impermeabilizante Alero compuesto de caña \U+2205 80 mm Cielo raso de caña picada e: 0.02 cm Cubierta tipo teja metálica e: 2 mm Correa de caña \U+2205 60 mm \W8.04171; Viga de amarre compuesta Guadua \W9.72567; \U+2205 80 mm \W7.44249; Viga transversal compuesta Guadua \W9.72567; \U+2205 80 mm \W0.30303; A C \W0.26952; B 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 1.50 5 1.50 Cumbrero de galvalum \W2.44588; e: 20mm Tapa de galvalum \W2.44588; e: 20mm DETALLE 3: CUBIERTA \A1;0.08 \A1;0.08 \A1;0.05 \A1;0.08 \A1;0.17 \A1;0.40 \A1;0.24 \A1;0.08 \A1;0.23 Lámina impermeabilizante Base de hormigón ciclópeo concreto f'c= 210 kg/cm2 Replantillo de hormigón simple f'c = 140 kg/cm2 Varilla de acero A: 7 \U+2205 2O mm Estribos \U+2205 c/ 250mm Varilla de acero A: 4 \U+2205 7 mm Estribos \U+2205 c/ 250mm Canastilla Mejoramiento de suelo Vigueta compuesta de guadua para entrepiso \U+2205 80 mm \W8.76063; Columna compuesta Guadua \W9.72567; \U+2205 80 mm \W9.11481; \W9.51828; Tapa de caña guadua \W8.64062; \U+2205 80 mm \W9.11481; \W8.09044; Varilla de acero \U+2205 12 mm \W9.27021; Para anclar columna a \W8.87442; base de hormigón 0.08 0.08 0.08 5 0.08 5 5 5 0.24 Parante estructural de pared \U+2205 80 mm Diagonal estructural de pared \U+2205 80 mm Listón de madera para mampostería \U+2205 80 mm Correas de caña para entrepiso \U+2205 50 mm A A B B \W8.02869; Pintura de exteriores Enlucido e: 1.5 cm \W9.02766; Malla de gallinero \W9.64587; Panel de caña picada \W9.58821; e: 8mm \W7.25056; Bastidor de pared de bahareque \W8.46047; 30mm x 17mm x 800mm \W8.27044; Bastidor de ventana \W8.46047; 17mm x 30mm x 800mm \W8.52305; Vidrio sencillo \W9.61626; e: 4mm DETALLE 2A: MURO DE CAÑA Y BAHAREQUE X= Y= VERTICAL HORIZONTAL = ESCALAS = 937.91m 444.72m 387.42m 187.59m 140.17m RIO \A1;30.22 m=1.5% \A1;2.50 \A1;13.87 \A1;8.89 \A1;2.50 \A1;2.50 \A1;10.00 \A1;10.00 \A1;2.53 \A1;38.86 m=1.5% 754600 4600 754600 4700 754600 4800 754600 4900 754700 4600 754700 4800 754700 4900 754800 4600 754800 4700 754800 4800 754800 4900 754900 4600 754900 4700 754900 4800 754900 4900 755000 4600 755000 4700 755000 4800 755000 4900 755100 4800 755100 4900 755200 4800 755200 4900 755300 4900 1000 500 P.C. 1840.00 1840.00 1860.00 1860.00 P-EJE AA Cotas de Terreno 1845.77 1857.00 1845.77 1847.79 1848.76 1849.14 1849.09 1848.62 1848.32 1849.14 1849.78 1851.81 1850.47 1851.58 1851.71 1852.73 1852.71 1852.52 1850.51 1849.58 1852.30 1852.02 1851.31 1851.08 1851.97 1855.13 1856.82 Abscisas 0+000.00 0+243.62 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+150.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+210.00 0+220.00 0+230.00 0+240.00 1000 500 P.C. 1840.00 1840.00 1860.00 1860.00 P-Eje BB Cotas de Terreno 1849.32 1844.79 1849.32 1850.86 1850.26 1847.89 1846.65 1845.23 Abscisas 0+000.00 0+053.11 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 1000 500 P.C. 1840.00 1840.00 1860.00 1860.00 P-Eje CC Cotas de Terreno 1857.26 1846.68 1857.26 1857.50 1853.14 1850.47 1848.50 1846.68 Abscisas 0+000.00 0+049.93 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+049.93 0+000 0+243.617 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+190 0+200 0+210 0+220 0+230 0+240 0+000 0+049.926 0+010 0+020 0+030 0+040 0+000 0+053.106 0+010 0+020 0+030 0+040 0+050 EJE AA Eje BB Eje CC SENDERO PARQUEO GPS 1 GPS 2 1885 1885 1880 1880 1875 1875 1870 1870 1865 1865 1860 1860 1855 1855 1850 1850 1845 1845 1840 1840 1835 1835 1830 1830 1825 1825 DISCAPACITADOS EMBARAZADAS BUSES 1 7 5 5 5 5 5 8 <> m=1.5% 2 3 4 5 6 16 15 14 13 12 11 10 9 EMBARAZADAS <> m=1.5% 2.50 5 5 GARITA REGISTRO GUARDIANIA C. INTERPRETACION BAÑOS RESTAURANTE 380.86m 199.63 m 59.89 m P0STE LUZ LOS BANCOS VIA A QUITO P0STE LUZ P0STE LUZ AREA VIA = 5740.99 m2 CUNETA CUNETA CAMINO ANTIGUO A NONO Area = 10795.01 m.2 Terreno a donarse a la Corporacion Nacional de Bosques Privados del Ecuador 197 65 m LOS BANCOS VIA A QUITO · Implantación Georeferenciada 2 3 CONTIENE: PARROQUIA: BARRIO: CLAVE CATASTRAL: No. PREDIO: LÁMINA: FECHA: ESCALA: PROPIETARIO: PROFESIONAL: \W1.67804; Corporación Nacional de Bosques Privados del \W1.67804; Ecuador. 1/1 INDICADA 26/MAYO/2015 NANEGALITO MIRAFLORES \W5.08985; ASGEOMATICS CONSULTORES CIA. LTDA \W5.56873; info@asgeomatics.com. \W1.27680; ING. LUIS SUBÍA G. 0991945667- 0988172204 \W2.10389; SISTEMA DE COORDENADAS WGS84 17 N 1 2 3 4 5 6 7 8 L J K I H G F E D C B A 1 2 3 4 5 6 7 F E D C B A 8 L K I H G SELLOS MUNICIPALES: CONTIENE: PARROQUIA: BARRIO: CLAVE CATASTRAL: No. PREDIO: LÁMINA: FECHA: ESCALA: PROPIETARIO: PROFESIONAL: \W1.67804; Corporación Nacional de Bosques Privados del \W1.67804; Ecuador. 4/9 INDICADA 26/MAYO/2015 NANEGALITO MIRAFLORES OBSERVACIONES: 2 1 4 3 5 C D B A 2' D' C' B' B'' A 1' 2'' 5' 7 6 6' 8 9 8' 6'' A 9 E F G H 10 11 0 12 R S T U R' a b c b' d b' b'' c' d' e' 13 14 12' 15 1'' 0' 0'' 1''' e f g A 4 3 2 1 A A A 5 A 6 A 7 3' 4' 4'' 7' 11' E' A B C D E F 11 NC. NC. NC. -1.60 NC. NC. ESPECIFICACIONES TECNICAS: 1. ESPECIFICACIONES DE DISEÑO: NORMA ECUATORIANA DE LA CONSTRUCCION. NEC-SE-CG: CARGAS Y MATERIALES NEC-SE-CS: PELIGRO SISMICO Y REQUISITOS DE DISEÑO SISMO RESISTENTE NEC-SE-HA: ESTRUCTURAS DE HORMIGON ARMADO 2. CARGA VIVA NEC-SE-CG: VIVIENDA 200 kg/m2, CUBIERTA 100 kg/M2 ESTRUCTURA DE HORMIGON: 1. ESPECIFICACIONES DE DISEÑO: CON CARGA MINIMA DE ROTURA A LOS 28 DIAS. PARA: COLUMNAS, VIGAS Y LOSAS, HORMIGON SIMPLE f'c=210 Kg/cm². 2. ACERO DE REFUERZO : ACERO CORRUGADO DE UN ESFUERZO DE FLUENCIA fy = 4200 kg/cm2 3. RECUBRIMIENTO DEL REFUERZO: * REFUERZO EN HORMIGON EN CIMENTACION EXPUESTO AL SUELO 75mm * REFUERZO EN HORMIGON DE CADENAS, VIGAS, COLUMNAS 30mm * MALLA ELECTROSOLDADA 15x15x5. 4. EMPALMES DEL REFUERZO: SERAN DE CINCUENTA DIAMETROS DE LA VARILLA 5. DESARROLLO DEL REFUERZO: EL DIAMETRO MINIMO DE DOBLADO DE UNA VARILLA DE REFUERZO SERA IGUAL A OCHO VECES DE SU DIAMETRO. 6. EL CONSTRUCTOR PODRA OPTAR POR UN PROGRAMA DE CORTE Y EMPATE DE HIERROS EN COLUMNAS OBSERVANDO LAS SIGUIENTAS RECOMENDACIONES: * EN UNA MISMA SECCION SE PODRA TRASLAPAR COMO MAXIMO HASTA EL 50% DEL AREA DEL HIERRO CORRESPONDIENTE A ESA SECCION. * EN EL CRUCE DE LOS ELEMENTOS HORIZONTALES (VIGAS) NO SE DEBE SUPRIMIR LA COLOCACION DE ESTRIBOS EN LAS COLUMNAS. * VERIFICAR LAS DIMENSIONES DE LOS PLANOS ARQUITECTONICOS, ESPECIFICAMENTE EN LOS EJES, ANTES DE PROCEDER A LA CONSTRUCCION. NOTAS : * EL DISEÑO DE LAS CIMENTACIONES SE DISEÑO CON UN VALOR DE 8 Ton/m2, SEGUN ESTUDIO DE SUELOS. * VERIFICAR: NIVELES DE PISO TERMINADO Y LAS DIMENSIONES DE LOS PLANOS ARQUITECTONICOS ANTES DE PROCEDER A LA CONSTRUCCION. EL NIVEL N+0.00 SE REFIERE AL CONTRAPISO * ANTES DE PREPARAR LOS ELEMENTOS DE CAÑA GUADUA EN EL TALLER DEBERAN CONFIRMARSE LAS DIMENSIONES INDICADAS EN ESTE PLANO. 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11 2 1 4 3 5 C D B A 2' D' C' B' B'' A 1' 2'' 5' 7 6 6' 8 9 8' 6'' A 9 E F G H 10 11 0 12 R S T U R' a b c b' d b' b'' c' d' e' 13 14 12' 15 1'' 0' 0'' 1''' e f g A 4 3 2 1 A A A 5 A 6 A 7 3' 4' 4'' 7' 11' E' A B C D E F 11 2 1 4 3 5 C D B A 2' D' C' B' B'' A 1' 2'' 5' 7 6 6' 8 9 8' 6'' A 9 E F G H 10 11 0 12 R S T U R' a b c b' d b' b'' c' d' e' 13 14 12' 15 1'' 0' 0'' 1''' e f g A 4 3 2 1 A A A 5 A 6 A 7 3' 4' 4'' 7' 11' E' A B C D E F 11 2 1 4 3 5 C D B A 2' D' C' B' B'' A 1' 2'' 5' 7 6 6' 8 9 8' 6'' A 9 E F G H 10 11 0 12 R S T U R' a b c b' d b' b'' c' d' e' 13 14 12' 15 1'' 0' 0'' 1''' e f g A 4 3 2 1 A A A 5 A 6 A 7 3' 4' 4'' 7' 11' E' A B C D E F 11 2 1 4 3 5 C D B A 2' D' C' B' B'' A 1' 2'' 5' 7 6 6' 8 9 8' 6'' A 9 E F G H 10 11 0 12 R S T U R' a b c b' d b' b'' c' d' e' 13 14 12' 15 1'' 0' 0'' 1''' e f g A 4 3 2 1 A A A 5 A 6 A 7 3' 4' 4'' 7' 11' E' A B C D E F 11 N:+0.00 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 \A1;0.63 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 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0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.3125 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 \A1;0.63 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 \A1;0.63 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 1.25 0.4749999999999943 0.3000000000000114 0.4749999999999943 0.625 0.625 P1 C1 1.25 0.4749999999999944 0.3000000000000114 0.4749999999999942 0.625 0.625 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.3125 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 \A1;0.63 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 \A1;0.63 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 1.25 0.4749999999999943 0.3000000000000114 0.4749999999999943 0.625 0.625 P1 C1 1.25 0.4749999999999944 0.3000000000000114 0.4749999999999942 0.625 0.625 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.3125 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 \A1;0.63 \A1;1.25 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.63 \A1;0.63 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 \A1;0.63 \A1;0.24 \A1;0.15 \A1;0.24 \A1;0.31 \A1;0.31 NC. NC. NC. NC. NC. CERCHA TIPO 1 CERCHA TIPO 3 CERCHA TIPO 2 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 \A1;2.00 \A1;3.00 \A1;2.00 \A1;2.00 \A1;3.00 \A1;14.40 \A1;1.81 \A1;3.62 \A1;1.80 \A1;7.23 \A1;2.71 \A1;0.30 \A1;1.70 \A1;0.30 \A1;0.30 \A1;2.71 \A1;0.30 \A1;12.00 \A1;3.70 \A1;0.30 \A1;1.25 \A1;0.07 \A1;0.15 \A1;0.15 \A1;8.1 \A1;8.1 \A1;7.7 \A1;5 \A1;30 \A1;10 \A1;5.2 \A1;12.5 \A1;12.7 \A1;4.1 \A1;8.6 \A1;4.1 \A1;0.6 \A1;0.6 \A1;8.1 \A1;7.7 \A1;8.1 \A1;10 \A1;10 \A1;8.6 \A1;e2 \A1;e1 \A1;B \A1;A \A1;4.00 \A1;4.00 \A1;10.40 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.49 \A1;0.49 \A1;0.49 \A1;25 \A1;190 \A1;e2 \A1;e1 \A1;e2 \A1;e1 \A1;e2 \A1;e2 \A1;e1 \A1;e1 \A1;3.60 \A1;5 \A1;5 \A1;300 \A1;12.5 \A1;25.2 \A1;8.6 \A1;8.2 \A1;8.2 \A1;8.0 \A1;0.6 \A1;0.6 \A1;10.0 \A1;5.0 \A1;3.13 \A1;3.13 \A1;8.17 \A1;1.81 \A1;3.62 \A1;1.80 \A1;9.43 \A1;2.04 \A1;2.04 \A1;1.73 \A1;1.81 \A1;1.18 \A1;1.18 \A1;2.83 \A1;0.30 \A1;0.30 \A1;2.83 \A1;0.30 \A1;3.13 \A1;3.13 \A1;6.26 \A1;0.30 \A1;1.50 \A1;0.30 \A1;3.32 \A1;0.30 \A1;1.51 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.70 \A1;1.70 \A1;2.00 \A1;3.00 \A1;2.00 \A1;2.00 \A1;3.00 \A1;0.30 \A1;3.70 \A1;0.30 \A1;4.00 \A1;4.00 \A1;8.00 \A1;0.30 \A1;0.05 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.05 \A1;1.60 \A1;25.2 \A1;25.2 \A1;30 \A1;30.0 \A1;4.0 \A1;22.0 \A1;4.0 \A1;30.0 \A1;4.0 \A1;4.0 \A1;22.0 \A1;30.0 \A1;25.2 \A1;25.2 \A1;e2 \A1;e1 \A1;a \A1;a \A1;a \A1;1.20 \A1;1.20 \A1;1.20 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.20 \A1;3.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;3.00 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;2.10 \A1;0.60 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;0.49 \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;1.34 \A1;2.24 \A1;2.24 \A1;2.24 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.49 \A1;4 \A1;22 \A1;4 \A1;30 \A1;4 \A1;4 \A1;22 \A1;30 \A1;8 \A1;8 \A1;8 \A1;25 \A1;8 \A1;8 \A1;8 \A1;10.0 \A1;25.0 \A1;0.90 \A1;0.90 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.23 \A1;0.95 \A1;0.95 \A1;1.10 \A1;1.10 \A1;2.04 \A1;2.04 \A1;1.81 \A1;1.73 \A1;0.60 \A1;1.20 \A1;1.50 \A1;0.47 \A1;1.03 \A1;0.97 \A1;1.03 \A1;1.00 \A1;1.00 \A1;0.97 \A1;1.03 \A1;1.97 \A1;1.20 \A1;1.03 A B C 5 5 5 5 5 5 D E F G H I DIMENSIONES (m) CUADRO DE PLINTOS CENTRADOS NUMERO TIPO P1 24 1.25 A 1.25 0.30 H ARMADURAS As.X-X UBICACION B As.Y-Y 8d14@0.15Mc100 8d14@0.15Mc100 REVISION FECHA DIBUJO D E T A L L E ESCALAS FECHA PROYECTO: CONTIENE: PICHINCHA HOJA 1 DE 2 INDICADAS JUNIO/2015 CAFETERIA TIPOS DE HIERROS b O b a C b a a I A B C 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 D E F G H I 5 5 5 5 5 5 5 5 A2-B1-C2 A3-B4-C3 G5-G6-G7 H5-H6-H7 I5-I6-I7 D5-D6-D7 E5-E6-E7 F5-F6-F7 5 5 5 0.07 As SENTIDO Y As SENTIDO X ARMADURA Mc205 Mc200 - Mc201 5 N:+0.00 5 REPLANTILLO f'c=140 Kg/cm 2 N:-1.30 N:-1.60 5 5 DE GROUT RELLENO PLACA DE ANCLAJE CONFINAMIENTO PLACA DE EJE ANGUSTIFOLIA CAÑA GUADUA 5 5 5 PLACA DE ANCLAJE 252X252X12.5mm 5 8.1 8.1 5 7.7 VARILLA DE ANCLAJE 1:10 ESC: 5 5 ISOMETRIA NUDO DE CONFINAMIENTO ESC: S/E PLACAS DE CONFINAMIENTO 252X252X6mm PLACA DE ANCLAJE 252X252X12.5mm ESC: DETALLE DE CONTRAPISO S/E CAPA DE ARENA PLASTICO MALLA ELECTROSOLDADA HORMIGON SIMPLE f'c = 210 kg/cm2 PISO TERMINADO CAPA DE PIEDRA BOLA e = 5cm. e = 8 cm. 5X15X15 cm. e = 10cm. N.C P C S/E SIMBOLOGIA DE CIMENTACION INDICA NIVEL DE PLINTO INDICA TIPO DE COLUMNA INDICA TIPO CADENA DE 30x30 f'c= 140 kg/cm2 REPLANTILLO 6d14Mc111 1ESTd10Mc110 30 C/20 e= 5 cm. 10 1:20 5 5 5 5 5 5 5 5 5 COLUMNA 30X30 ESC: 1:10 5 5 5 5 5 5 5 5 5 5 5 PLACA DE CONFINAMIENTO 1:10 ESC: 4 VARILLAS d16 SOLDADAS A LA PLACA DE APOYO PLACA DE ANCLAJE 252X252X12.5mm 5 5 5 5 5 PLACA METALICA 252x252x6mm CANT: 96 UNIDADES 252X252X6mm 1 1 2 2 e2 > e1 a> e2 e1 > e2 a> e1 CONTINUOS Y DE PENETRACION COMPLETA LOS CORDONES DE SOLDADURA SERAN e2 e1 a a e2 e1 a ALTERNATIVAS DE SOLDADURA S/E ESC: ISOMETRIA DE NUDO DE ANCLAJE S/E ESC: ISOMETRIA PLACA DE APOYO ESC. S/E 252X252X6mm SENTIDO X B A SENTIDO Y ARAMADURA DE PLINTOS 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 CERCHA TIPO 4 CERCHA TIPO 4 CG1 CG1 CG1 CG1 5 5 5 5 5 5 5 5 5 N-1.60 N+0.00 N+2.10 CUADRO DE COLUMNAS 24 24 8d16Mc205 L=1.50 m N+0.20 SECCION COLUMNA C1 1:10 ESC: 5 5 5 5 5 5 5 5 1EST.d10 Mc200 c./10 1EST.d10 Mc201 c./10 8d14 Mc205 8ESTd10 Mc200 8ESTd10 Mc201 5 5 5 SECCION COLUMNA C2 1:10 ESC: 5 5 5 5 5 PLACA DE ANCLAJE d= 80 mm CAÑA GUADUA NIVEL UBICACION TIPO C1 C2 2,A - 3,A - 1,B - 4,B - 2,C - 3,C 5,D - 6,D - 7,D - 5,E - 6,E - 7,E 5,H - 6,H - 7,H - 5,I - 6,I - 7,I d = 8O mm L=2.80 m Espesor Variable Mínimo=10 mm 190 e2 e1 e2 e1 e2 e2 e1 e1 VARILLA ROSCADA d10mm SAE 5 HORMIGON CABEZAL ANCLAJE d16 VARILLA DE 5 5 5 Mc120 12.5 5 CORTE 1-1' 1:10 ESC: 5 5 5 5 5 5 5 5 5 5 ROSCADA d10 VARILLA CONFINAMIENTO PLACA DE EJE 5 5 ESC: S/E ESC: LONGITUDINAL 1d10@10 ARMADURA TRANSVERSAL ANCLAJE d16 VARILLA DE Mc120 CUMULO ROSCADA d10 VARILLA ROSCADA d10 VARILLA CONFINAMIENTO PLACA DE PLANTA DE CIMENTACION N-1.60 ESC: 1:50 CONFINAMIENTO PLACA DE CONFINAMIENTO PLACA DE PLACA DE ANCLAJE 252X252X12.5mm ANCLAJE d16 VARILLA DE Mc120 5 5 5 f'c= 210 kg/cm2 CONTRAPISO e= 10 cm. CORTE TIPICO DE COLUMNA ESC: 1:20 PLANTA DE CUBIERTAS GIRALDA ESC: 1:50 PLANTA DE CUBIERTA DEL RESTAURANT ESC: 1:50 CERCHA TIPO N.-4 ESC: 1:25 CERCHA TIPO N.-2 ESC: 1:25 CERCHA TIPO N.-1 ESC: 1:25 REVISION FECHA DIBUJO D E T A L L E ESCALAS FECHA PROYECTO: CONTIENE: HOJA 2 DE 2 INDICADAS JUNIO/2015 CERCHA TIPO N.-3 ESC: 1:25 5 CG1 CAÑA GUADUA ESC: S/E d= 80 mm CAÑA GUADUA Espesor Variable Mínimo=10 mm CG1 CAÑA GUADUA ESC: S/E d= 80 mm CAÑA GUADUA Espesor Variable Mínimo=10 mm CENTRO DE INTERPRETACION AMBIENTAL, COMERCIALIZACION Y OPERADORA TURISTICA - CICOP PICHINCHA CENTRO DE INTERPRETACION AMBIENTAL, COMERCIALIZACION Y OPERADORA TURISTICA - CICOP DESCRIPCION: DESCRIPCION: CIMENTACION, CORTES, DETALLES Y ELEVACIONES RESUMEN DE MATERIALES CERCHAS DE CAÑA GUADUA ml CRH1 CRH2 CRH3 CRH4 604.80 LONGITUD TOTAL DE LA CAÑA GUADUA Cant. 24 Long. 2.80 113.69 57.98 250.54 61.46 691.61 N:+2.70 N:+5.70 N:+2.10 COLUMNAS DE CAÑA GUADUA ml ml 1296.41 CANTIDAD: 6U CANTIDAD: 6U CANTIDAD: 2U CANTIDAD: 3U CUBIERTAS - CERCHAS CORTES, DETALLES Y ELEVACIONES CAFETERIA Num. 9 ESC: PLANTA DE CIMENTACION N-1.60 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 N:+2.59 N:+2.10 N:+2.70 N:+2.10 N:+2.10 N:+4.06 N:+0.00 CG1 207.94 e= 5 cm. 5,F - 6,F - 7,F - 5,G - 6,G - 7,G 2,A - 3,A - 1,B - 4,B - 2,C - 3,C 5,D - 6,D - 7,D - 5,E - 6,E - 7,E 5,H - 6,H - 7,H - 5,I - 6,I - 7,I 5,F - 6,F - 7,F - 5,G - 6,G - 7,G 1.20 5 5 5 5 5 5 5 5 5 5 5 5 NOTA: VER PLANO GENERAL PARA LAS CONEXIONES UBICACION CICOP UBICACION CICOP 2 1 4 3 5 C D B A 2' D' C' B' B'' A 1' 2'' 5' 7 6 6' 8 9 8' 6'' A 9 E F G H 10 11 0 12 R S T U R' a b c b' d b' b'' c' d' e' 13 14 12' 15 1'' 0' 0'' 1''' e f g A 4 3 2 1 A A A 5 A 6 A 7 3' 4' 4'' 7' 11' E' A B C D E F 11 NC. NC. NC. -1.60 NC. NC. ESPECIFICACIONES TECNICAS: 1. ESPECIFICACIONES DE DISEÑO: NORMA ECUATORIANA DE LA CONSTRUCCION. NEC-SE-CG: CARGAS Y MATERIALES NEC-SE-CS: PELIGRO SISMICO Y REQUISITOS DE DISEÑO SISMO RESISTENTE NEC-SE-HA: ESTRUCTURAS DE HORMIGON ARMADO 2. CARGA VIVA NEC-SE-CG: VIVIENDA 200 kg/m2, CUBIERTA 100 kg/M2 ESTRUCTURA DE HORMIGON: 1. ESPECIFICACIONES DE DISEÑO: CON CARGA MINIMA DE ROTURA A LOS 28 DIAS. PARA: COLUMNAS, VIGAS Y LOSAS, HORMIGON SIMPLE f'c=210 Kg/cm². 2. ACERO DE REFUERZO : ACERO CORRUGADO DE UN ESFUERZO DE FLUENCIA fy = 4200 kg/cm2 3. RECUBRIMIENTO DEL REFUERZO: * REFUERZO EN HORMIGON EN CIMENTACION EXPUESTO AL SUELO 75mm * REFUERZO EN HORMIGON DE CADENAS, VIGAS, COLUMNAS 30mm * MALLA ELECTROSOLDADA 15x15x5. 4. EMPALMES DEL REFUERZO: SERAN DE CINCUENTA DIAMETROS DE LA VARILLA 5. DESARROLLO DEL REFUERZO: EL DIAMETRO MINIMO DE DOBLADO DE UNA VARILLA DE REFUERZO SERA IGUAL A OCHO VECES DE SU DIAMETRO. 6. EL CONSTRUCTOR PODRA OPTAR POR UN PROGRAMA DE CORTE Y EMPATE DE HIERROS EN COLUMNAS OBSERVANDO LAS SIGUIENTAS RECOMENDACIONES: * EN UNA MISMA SECCION SE PODRA TRASLAPAR COMO MAXIMO HASTA EL 50% DEL AREA DEL HIERRO CORRESPONDIENTE A ESA SECCION. * EN EL CRUCE DE LOS ELEMENTOS HORIZONTALES (VIGAS) NO SE DEBE SUPRIMIR LA COLOCACION DE ESTRIBOS EN LAS COLUMNAS. * VERIFICAR LAS DIMENSIONES DE LOS PLANOS ARQUITECTONICOS, ESPECIFICAMENTE EN LOS EJES, ANTES DE PROCEDER A LA CONSTRUCCION. NOTAS : * EL DISEÑO DE LAS CIMENTACIONES SE DISEÑO CON UN VALOR DE 8 Ton/m2, SEGUN ESTUDIO DE SUELOS. * VERIFICAR: NIVELES DE PISO TERMINADO Y LAS DIMENSIONES DE LOS PLANOS ARQUITECTONICOS ANTES DE PROCEDER A LA CONSTRUCCION. EL NIVEL N+0.00 SE REFIERE AL CONTRAPISO * ANTES DE PREPARAR LOS ELEMENTOS DE CAÑA GUADUA EN EL TALLER DEBERAN CONFIRMARSE LAS DIMENSIONES INDICADAS EN ESTE PLANO. NEC-SE-VIVIENDA: VIVIENDA DE HASTA 2 PISOS Y LUCES DE 5 M 1.25 0.4749999999999943 0.3000000000000114 0.4749999999999943 0.625 0.625 P1 C1 1.25 0.4749999999999944 0.3000000000000114 0.4749999999999942 0.625 0.625 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 0.2374999999999971 0.3125 0.625 0.2374999999999972 0.2374999999999972 0.3125 0.3125 P1 C1 0.625 0.2374999999999972 0.1500000000000057 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NC. NC. NC. NC. \A1;e2 \A1;e1 \A1;e2 \A1;e1 \A1;e2 \A1;e1 \A1;e2 \A1;e2 \A1;e1 \A1;e1 \A1;2.70 \A1;2.70 \A1;2.70 \A1;10.20 \A1;3.70 \A1;3.70 \A1;9.50 \A1;1.05 \A1;1.05 \A1;1.05 \A1;2.10 \A1;2.56 \A1;2.31 \A1;B \A1;A \A1;25 \A1;10.20 \A1;0.90 \A1;1.05 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.70 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.05 \A1;0.90 \A1;1.05 \A1;1.00 \A1;0.90 \A1;0.90 \A1;2.80 \A1;0.70 \A1;10.20 \A1;0.90 \A1;1.05 \A1;1.00 \A1;0.90 \A1;0.90 \A1;9.50 \A1;0.90 \A1;1.05 \A1;1.00 \A1;0.90 \A1;0.90 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.05 \A1;9.50 \A1;0.90 \A1;0.90 \A1;1.05 \A1;0.90 \A1;1.00 \A1;1.03 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.05 \A1;6.75 \A1;1.27 \A1;1.48 \A1;1.27 \A1;1.27 \A1;1.41 \A1;10 \A1;10 \A1;8.6 \A1;1.25 \A1;0.07 \A1;0.15 \A1;0.15 \A1;5 \A1;5 \A1;300 \A1;12.5 \A1;25.2 \A1;8.6 \A1;8.2 \A1;8.2 \A1;8.0 \A1;0.6 \A1;0.6 \A1;10.0 \A1;5.0 \A1;0.30 \A1;2.40 \A1;2.40 \A1;0.30 \A1;3.40 \A1;0.30 \A1;3.40 \A1;8.1 \A1;8.1 \A1;7.7 \A1;5 \A1;30 \A1;10 \A1;5.2 \A1;12.5 \A1;12.7 \A1;4.1 \A1;8.6 \A1;4.1 \A1;0.6 \A1;0.6 \A1;8.1 \A1;7.7 \A1;8.1 \A1;a \A1;1.05 \A1;1.05 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.05 \A1;1.05 \A1;1.05 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.00 \A1;0.70 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.90 \A1;2.10 \A1;0.46 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.44 \A1;4.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;2.10 \A1;0.46 \A1;0.40 \A1;0.40 \A1;0.40 \A1;3.76 \A1;2.10 \A1;0.46 \A1;0.46 \A1;2.77 \A1;0.05 \A1;1.60 \A1;4 \A1;22 \A1;4 \A1;30 \A1;4 \A1;4 \A1;22 \A1;30 \A1;8 \A1;8 \A1;8 \A1;25 \A1;8 \A1;8 \A1;8 \A1;e2 \A1;e1 \A1;a \A1;a \A1;25.2 \A1;25.2 \A1;0.30 \A1;0.05 \A1;1.00 \A1;0.30 \A1;0.30 \A1;10.0 \A1;25.0 \A1;0.48 \A1;0.30 \A1;0.48 \A1;0.23 \A1;0.30 \A1;2.40 \A1;0.30 \A1;2.70 \A1;2.70 \A1;2.70 \A1;8.10 \A1;0.30 \A1;0.30 \A1;3.70 \A1;3.70 \A1;7.40 \A1;25.2 \A1;25.2 \A1;30 \A1;30.0 \A1;4.0 \A1;22.0 \A1;4.0 \A1;30.0 \A1;4.0 \A1;4.0 \A1;22.0 \A1;30.0 REVISION FECHA DIBUJO D E T A L L E ESCALAS FECHA PROYECTO: CONTIENE: PICHINCHA HOJA 1 DE 2 INDICADAS JUNIO/2015 CALCULO: VIVIENDA TIPOS DE HIERROS b O b a C b a a I 5 5 5 0.07 As SENTIDO Y As SENTIDO X ARMADURA Mc205 Mc200 - Mc201 5 N:+0.00 5 REPLANTILLO f'c=140 Kg/cm 2 N:-1.30 N:-1.60 5 5 DE GROUT RELLENO PLACA DE ANCLAJE CONFINAMIENTO PLACA DE EJE ANGUSTIFOLIA CAÑA GUADUA 5 5 5 PLACA DE ANCLAJE 252X252X12.5mm 5 8.1 8.1 5 7.7 VARILLA DE ANCLAJE 1:10 ESC: 5 5 ISOMETRIA NUDO DE CONFINAMIENTO ESC: S/E PLACAS DE CONFINAMIENTO 252X252X6mm PLACA DE ANCLAJE 252X252X12.5mm ESC: DETALLE DE CONTRAPISO S/E CAPA DE ARENA PLASTICO MALLA ELECTROSOLDADA HORMIGON SIMPLE f'c = 210 kg/cm2 PISO TERMINADO CAPA DE PIEDRA BOLA e = 5cm. e = 8 cm. 5X15X15 cm. e = 10cm. N.C P C SIMBOLOGIA DE CIMENTACION INDICA NIVEL DE PLINTO INDICA TIPO DE COLUMNA INDICA TIPO CADENA DE 30x30 f'c= 140 kg/cm2 REPLANTILLO 6d14Mc111 1ESTd10Mc110 30 C/20 e= 5 cm. 10 1:20 5 5 5 5 5 5 5 5 5 COLUMNA 30X30 ESC: 1:10 5 5 5 5 5 5 5 5 5 5 5 PLACA DE CONFINAMIENTO 1:10 ESC: 4 VARILLAS d16 SOLDADAS A LA PLACA DE APOYO PLACA DE ANCLAJE 252X252X12.5mm 5 5 5 5 5 PLACA METALICA 252x252x6mm CANTIDAD: 48 UNIDADES 252X252X6mm ISOMETRIA DE NUDO DE ANCLAJE S/E ESC: ISOMETRIA PLACA DE APOYO ESC. S/E 252X252X6mm SENTIDO X B A SENTIDO Y ARAMADURA DE PLINTOS CUADRO DE COLUMNAS 12 12 8d16Mc205 L=1.50 m SECCION COLUMNA C1 1:10 ESC: 5 5 5 5 5 5 5 5 1EST.d10 Mc200 c./10 1EST.d10 Mc201 c./10 8d14 Mc205 8ESTd10 Mc200 8ESTd10 Mc201 5 5 5 SECCION COLUMNA C2 1:10 ESC: 5 5 5 5 5 PLACA DE ANCLAJE d= 80 mm CAÑA GUADUA UBICACION TIPO C1 C2 1,A - 2,A - 3,A 1,B - 2,B - 3,B 1,C - 2,C - 3,C 1,D - 2,D - 3,D d = 8O mm L=2.40 m Espesor Variable Mínimo=10 mm VARILLA ROSCADA d10mm SAE HORMIGON CABEZAL ANCLAJE d16 VARILLA DE 5 5 5 Mc120 12.5 5 CORTE 1-1' 1:10 ESC: 5 5 5 5 5 5 5 5 5 5 ROSCADA d10 VARILLA CONFINAMIENTO PLACA DE EJE ESC: S/E ESC: LONGITUDINAL 1d10@10 ARMADURA TRANSVERSAL ANCLAJE d16 VARILLA DE Mc120 CUMULO ROSCADA d10 VARILLA ROSCADA d10 VARILLA CONFINAMIENTO PLACA DE PLANTA DE CUBIERTA VIVIENDA ESC: 1:50 CONFINAMIENTO PLACA DE CONFINAMIENTO PLACA DE PLACA DE ANCLAJE 252X252X12.5mm ANCLAJE d16 VARILLA DE Mc120 5 5 5 f'c= 210 kg/cm2 CONTRAPISO e= 10 cm. CORTE TIPICO DE COLUMNA ESC: 1:20 5 CENTRO DE INTERPRETACION AMBIENTAL, COMERCIALIZACION Y OPERADORA TURISTICA - CICOP DESCRIPCION: CIMENTACION, CORTES, DETALLES Y ELEVACIONES PLANTA DE CIMENTACION N-1.60 ESC: 1:50 1,A - 2,A - 3,A 1,B - 2,B - 3,B 1,C - 2,C - 3,C 1,D - 2,D - 3,D CG1 CAÑA GUADUA ESC: S/E d= 80 mm CAÑA GUADUA Espesor Variable Mínimo=10 mm CERCHA TIPO 3 CERCHA TIPO 4 CERCHA TIPO 5 CG1 CG1 5 5 5 5 5 5 5 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 N-1.60 N+0.00 N+2.10 N+0.20 NIVEL DIMENSIONES (m) CUADRO DE PLINTOS CENTRADOS NUMERO TIPO P1 12 1.25 A 1.25 0.30 H ARMADURAS As.X-X UBICACION B As.Y-Y 8d14@0.15Mc100 8d14@0.15Mc100 A1 - A2 - A3 B1 - B2 - B3 C1 - C2 - C3 D1 - D2 - D3 A B C D CERCHA TIPO 5 CERCHA TIPO 5 CERCHA TIPO 5 CERCHA TIPO 3 CERCHA TIPO 4 CERCHA TIPO 2 CERCHA TIPO 2 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 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 REVISION FECHA DIBUJO D E T A L L E ESCALAS FECHA PROYECTO: CONTIENE: HOJA 2 DE 2 INDICADAS JUNIO/2015 CALCULO: PICHINCHA CENTRO DE INTERPRETACION AMBIENTAL, COMERCIALIZACION Y OPERADORA TURISTICA - CICOP DESCRIPCION: CUBIERTAS - CERCHAS CORTES, DETALLES Y ELEVACIONES VIVIENDA 5 5 CERCHA TIPO 1 CERCHA TIPO N.-1 ESC: 1:25 CANTIDAD: 1U CERCHA TIPO N.-2 ESC: 1:25 CANTIDAD: 2U CERCHA TIPO N.-3 ESC: 1:25 CANTIDAD: 2U CERCHA TIPO N.-5 ESC: 1:25 CANTIDAD: 4U CERCHA TIPO N.-4 ESC: 1:25 CANTIDAD: 2U CG1 CAÑA GUADUA ESC: S/E d= 80 mm CAÑA GUADUA Espesor Variable Mínimo=10 mm 1 1 2 2 e2 > e1 a> e2 e1 > e2 a> e1 CONTINUOS Y DE PENETRACION COMPLETA LOS CORDONES DE SOLDADURA SERAN e2 e1 a a e2 e1 a ALTERNATIVAS DE SOLDADURA S/E ESC: e2 e1 e2 e1 e2 e2 e1 e1 N:+2.10 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 RESUMEN DE MATERIALES CERCHAS DE CAÑA GUADUA ml CRH1 CRH2 CRH3 CRH4 259.20 LONGITUD TOTAL DE LA CAÑA GUADUA Cant. 12 Long. 2.40 48.25 91.16 50.48 511.15 COLUMNAS DE CAÑA GUADUA ml ml 770.35 CRH5 116.91 Num. 9 46.75 CG1 157.60 S/E ESC: N:+4.20 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 N:+2.10 N:+3.70 N:+2.10 N:+2.56 N:+2.10 N:+2.56 N:+2.10 N:+4.20 N:+0.00 e= 5 cm. UBICACION CICOP NOTA: VER PLANO GENERAL PARA LAS CONEXIONES

Language	Spanish
Drawing Type	Block
Category	Cultural Centers & Museums
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	architectural, autocad, block, center, CONVENTION CENTER, cultural center, DWG, environmental, generate, interpretation, museum, proposal