Auto Mechanics DWG Block for AutoCAD

Auto Mechanics DWG Block for AutoCAD

Mechanical workshop for agricultural

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

project:, sheet :, signature and professional stamp:, owner:, drawing:, specialty:, professional:, drawing:, date:, scale :, location:, province, district, department, town, plant, architecture, indicated, regional president:, module iv:, module i: plant, cuts and elevations, regional government of huanuco, huanuco, huamalies, jircan, chapacara, ing. matto pablo, edgar grimaldo, dr. luis picon quedo, modulo iii :, modulo ii :, cut x, cuts and elevations, national university, hermium valdizan, cut aa, tarred and painted rusty red, tarred and painted color latex melon, tarred and painted beige color, type, details, legend, cut bb, galvanized iron channel, quantity, height, width, material, window sill, window box windows, metal, box vain doors, wood, laundry area, arch fixation, room, ceramic floor, concrete shelf, made on site, vehicle entry, general approach, scale, window type, height, type of window refers to groups characterized by their height, material and system: fixed, pivoting, sliding., type of door, locksmith , type of door refers to groups characterized by their width, material and accessories: visor, grille, protectors., partitions nomenclature …………………… ………….., windows nomenclature …………………………… ……., nomenclature puert as ……………………………………, only vain nomenclature … ……………………………, false floor, asphalt paint, contraction board, sidewalk or false floor, filling with mortar, asphalt, cardboard filling, taring, concrete screed, filler with reinforced, modified proctor, natural terrain, zz cut, detail expansion joint and treatment, soil for sidewalks, see picture, footings, overburden, foundation, confining steps, false shoe, connection beam, – unit: king kong clay type iv, beams, structural columns, reinforced overlay, confinement column, – masonry compression:, – solid brick kk clay :, – specific weight masonry: foundations, floor, false floor, overlays, technical specifications, foundation beams, false shoe, false foundation, – iron joints: if there is any structural element foundation, construction of foundations, on excavated pits for soil studies purposes, for foundation will be previously treated with a, suitable filling with construction of a fill, a false foundation or false shoe according to the case with, in all the elements where cement is used will be made, cured permanently during the day with potable water, confinement columns, footings, – indicated in ceilings floor, screw and national cedar according to design., expansion joint, selected compacted, own compacted , own compacted, ldg, amoeba pattern, ape, ape bump, aqua glaze, beige matte, beige pattern, beige plastic, black matte, black plastic, blue glass, blue goose, blue marble, blue matte, blue metallic, blue planet, blue plastic, blue rings, bluestripe pattern, brass gifmap, brass valley, bright light, bright olive, brown brick, brown bumpybrick, brown matte, bumpy camouflage, bumpy grid, bumpy metal, bumpypatrn glass, bumpywhite stone, checker opac pur, checker opacity, checker texture, chrome blue sky, chrome gifmap, chrome lake, chrome pearl, chrome sky, chrome sunset, chrome valley, chrome victorian, clover pattern, color-x pattern, concrete tile, copper, cream plastic, crosshatch pattern, cruiser, cyan matte, cyan metalic, cym-tinted ape, dark brown matte, dark gray luster, dark gray matte, dark olive matte, dark wood inlay, dark wood tile, eyeball pattern, glass, gold, granite pebbles, gray marble, gray matte, gray semigloss, green glass, green matte, green plastic, green vines, jupiter texmap, leaded bmp glass, light wood tile, litewood shingls, marble – green, marble – pale, marble – tan, maroon pearl, box of foundation beams, xx cut, tijeral timpano, column table, c – a, responsible:, date:, legal representative:, plan:, project:, specialty:, structure, foundations, beam and details, location :, beam and column meeting detail, intermediate section, end section, column d, or beam, covering, typical detail of bending of stirrups in beams and columns, lt: overlap length, lg: hook length, ldg: anchor length, top, longitudinal steel, column width, beam height, bottom, typical detail of beam reinforcement anchor, d steel, in., lower m, upper m, cm., lower m, overburden, continuous foundation, column, ca, foundation, run, structural, detail mooring column, connection beam, foundation plane, foundations and details, cut and and, reinforcement, shoe frame, cant, footings, section

Raw text data extracted from CAD file:

PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad PLANTA ARQUITECTURA A-07 INDICADA : : : : PRESIDENTE REGIONAL: MODULO IV: \A1;1.62 \A1;1.02 \A1;1.10 \A1;0.26 \A1;5.96 \A1;1.62 \A1;1.02 \A1;1.10 \A1;0.26 \A1;1.80 \A1;5.80 \A1;1.96 \A1;0.16 \A1;0.40 \A1;0.16 \A1;0.90 \A1;1.55 \A1;0.25 \A1;1.60 \A1;1.66 \A1;4.30 \A1;1.66 \A1;5.96 \A1;0.90 \A1;1.55 \A1;0.25 \A1;1.30 \A1;1.96 \A1;4.00 \A1;1.96 \A1;5.96 \A1;3.75 \A1;0.96 \A1;0.40 \A1;1.10 \A1;1.00 \A1;0.96 \A1;2.50 \A1;3.46 \A1;2.64 \A1;1.13 \A1;1.05 \A1;3.54 \A1;0.50 \A1;2.50 \A1;4.59 \A1;3.00 \A1;7.59 \A1;5.40 \A1;0.89 \A1;2.50 \A1;2.19 \A1;0.31 \A1;0.50 \A1;0.99 \A1;2.05 \A1;2.69 \A1;0.31 \A1;4.66 \A1;3.00 PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad ARQUITECTURA A-02 INDICADA : : : : PRESIDENTE REGIONAL: MODULO I: PLANTA, CORTES Y ELEVACIONES PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : ESPECIALIDAD : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad GOBIERNO REGIONAL DE HUANUCO ARQUITECTURA A-12 HUANUCO HUAMALIES JIRCAN CHAPACARA INDICADA DIC. 2013 ING. MATTO PABLO, EDGAR GRIMALDO "INSTALACION DE LOS SERVICIOS EDUCATIVOS EN LA INSTITUCION EDUCATIVA INICIAL N°660 DE CHAPACARA, EN EL DISTRITO DE JIRCAN, PROVINCIA DE HUAMALIES, REGION HUANUCO" : : : : \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.5;CTO MAQUINAS. \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W1.5;HAL DE ESPERA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;RECPCION/CAJA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;PASAJE \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;SS.HH \W1.50000x;PISO: CERAMICO DE \W1.50000x;30X30cm \W1.50000x;COLOR: BLANCO \W1.50000x;N.P.T +0.15 \W1.5;OFICINA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;ALMACEN \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W2.16667; \W1.50000x;DUCHA \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W2.16667; \W1.50000x;DUCHA \W3.76190; \W1.50000x;VESTUARIO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO M2 MODULO 2 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 \A1;1.00 \A1;0.25 \A1;0.95 \A1;1.50 \A1;0.95 \A1;0.25 \A1;0.30 \A1;4.06 \A1;0.25 \A1;0.54 \A1;3.00 \A1;0.52 \A1;0.25 \A1;4.06 \A1;0.25 \A1;4.06 \A1;0.25 \A1;0.30 \A1;0.58 \A1;0.89 \A1;0.15 \A1;0.90 \A1;0.25 \A1;0.20 \A1;3.90 \A1;17.55 \A1;1.92 \A1;1.15 \A1;3.90 \A1;0.05 \A1;4.44 \A1;4.31 \A1;4.31 \A1;4.44 \A1;0.05 \A1;3.02 \A1;24.52 \A1;1.10 \A1;6.00 \A1;2.69 \A1;0.25 \A1;2.69 \A1;0.25 \A1;2.63 \A1;0.25 \A1;0.50 \A1;1.05 \A1;1.95 \A1;9.00 \A1;1.10 \A1;0.25 \A1;2.12 \A1;2.00 \A1;0.25 \A1;2.13 \A1;0.90 \A1;1.10 \A1;0.25 \A1;0.50 \A1;2.38 \A1;2.00 \A1;2.38 \A1;2.25 \A1;4.50 \A1;4.50 \A1;3.07 \A1;2.94 \A1;3.00 \A1;1.00 \A1;0.25 \A1;1.00 \A1;2.40 \A1;0.25 \A1;0.30 \A1;4.06 \A1;0.25 \A1;4.06 \A1;0.25 \A1;4.06 \A1;0.25 \A1;4.06 \A1;0.25 \A1;0.30 \A1;2.52 \A1;0.25 \A1;0.50 \A1;3.78 \A1;0.00 \A1;4.31 \A1;4.31 \A1;4.31 \A1;4.31 \A1;0.30 \A1;2.90 \A1;1.40 \A1;2.50 \A1;17.55 \A1;3.07 \A1;0.25 \A1;0.25 \A1;2.00 \A1;0.25 \A1;2.50 \A1;0.25 \A1;0.85 \A1;1.65 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.85 \A1;0.80 \A1;0.85 \A1;0.25 \A1;0.20 \A1;1.90 \A1;1.10 \A1;3.00 \A1;0.25 \A1;0.70 \A1;1.00 \A1;0.30 \A1;0.25 \A1;0.95 \A1;1.00 \A1;0.55 \A1;2.50 PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad GOBIERNO REGIONAL DE HUANUCO PLANTA, CORTES Y ELEVACIONES ARQUITECTURA A-04 HUANUCO HUAMALIES JIRCAN CHAPACARA INDICADA DIC. 2013 ING. MATTO PABLO, EDGAR GRIMALDO "INSTALACION DE LOS SERVICIOS EDUCATIVOS EN LA INSTITUCION EDUCATIVA INICIAL N°660 DE CHAPACARA, EN EL DISTRITO DE JIRCAN, PROVINCIA DE HUAMALIES, REGION HUANUCO" : : : : PRESIDENTE REGIONAL: DR. LUIS PICON QUEDO MODULO III: \A1;0.96 \A1;0.40 \A1;1.10 \A1;1.00 \A1;0.96 \A1;2.50 \A1;3.46 \A1;0.96 \A1;0.40 \A1;1.10 \A1;1.00 \A1;0.96 \A1;2.50 PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad PLANTA ARQUITECTURA A-03 INDICADA : : : : PRESIDENTE REGIONAL: MODULO II: \A1;0.30 \A1;0.40 \A1;0.90 \A1;1.10 \A1;0.90 \A1;1.10 \A1;0.90 \A1;1.10 \A1;0.90 \A1;0.40 \A1;0.30 \A1;0.51 \A1;2.80 \A1;0.49 \A1;0.30 \A1;7.70 \A1;0.30 \A1;1.25 \A1;1.25 \A1;2.75 \A1;1.25 \A1;1.20 \A1;0.30 \A1;0.88 \A1;1.28 \A1;8.15 \A1;4.10 \A1;8.00 \A1;8.15 \A1;28.40 \A1;2.16 \A1;0.15 \A1;2.19 \A1;0.80 \A1;5.00 \A1;0.19 \A1;0.00 \A1;2.59 \A1;6.10 \A1;2.01 \A1;10.70 \A1;2.19 \A1;2.46 \A1;1.84 \A1;0.80 \A1;3.20 \A1;4.94 \A1;0.80 \A1;1.76 \A1;2.59 \A1;6.10 \A1;2.01 \A1;0.30 \A1;7.70 \A1;0.30 \A1;3.80 \A1;0.30 \A1;7.70 \A1;0.30 \A1;7.70 \A1;0.30 \A1;2.16 \A1;8.15 \A1;4.10 \A1;8.00 \A1;8.15 \A1;0.25 \A1;0.40 CORTE X ESC. 1/10 \T0.9;Cruz de San Andres \T0.9;B.I:2L 2"x2"x3/16" \T0.9;B.S:2L 2"x2"x3/16" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;\U+22053/8"@ 2.0m \A1;8.15 \A1;4.10 \A1;8.00 \A1;8.15 \A1;5.00 \A1;0.50 \A1;0.30 DETALLE CERCO CANCHAS DE FUTBOL esc. 1:20. -759.5011289339809 -759.5011289339809 -759.5011289339809 \A1;1.50 PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad CORTES Y ELEVACIONES ARQUITECTURA A-04 INDICADA : : : : PRESIDENTE REGIONAL: MODULO II: \A1;0.40 \A1;6.60 \A1;0.40 \A1;6.60 \A1;0.40 \A1;6.60 \A1;0.40 \A1;6.60 \A1;0.40 \A1;6.60 \A1;0.40 \A1;7.20 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.20 \A1;35.40 \A1;0.30 \A1;19.90 \A1;0.30 \A1;20.50 \A1;19.80 \A1;0.40 \A1;0.40 \A1;20.60 \A1;6.60 \A1;0.40 \A1;7.20 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.20 \A1;6.60 \A1;0.40 \A1;6.60 \A1;0.40 \A1;6.60 \A1;0.40 \A1;6.60 \A1;0.40 \A1;0.40 \A1;35.40 universidad nacional Hermilio Valdizan .40 PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad PLANTA ARQUITECTURA A-05 INDICADA : : : : PRESIDENTE REGIONAL: MODULO III: PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad CORTES Y ELEVACIONES ARQUITECTURA A-06 INDICADA DIC. 2013 : : : : PRESIDENTE REGIONAL: MODULO III: \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;Rejilla metalica T 1" N.P.T. + 4.15 N.P.T. + 0.00 5 \A1;TUB. BAJ. DES. PLUVIAL d3" 5 5 5 5 5 5 5 5 5 5 5 N.P.T. + 6.12 N.P.T. + 5.95 N.P.T. + 4.15 N.P.T. + 0.15 5 5 \A1;Cumbrera Tipo Teja Andina \A1;COBERTURA TIPO TEJA ANDINA CORTE A-A ESCALA :1/50 \W1.5;ALMACEN N.P.T. + 0.15 m \A1;Cielo razo \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;TUB. BAJ. DES. PLUVIAL d3" N.P.T. + 6.12 N.P.T. + 5.95 N.P.T. + 4.15 N.P.T. + 0.15 5 \A1;COBERTURA TIPO TEJA ANDINA ELEVACION 01 ESCALA :1/50 TP-3 Tarrajeado y Pintado color Rojo Oxido Tarrajeado y Pintado color Latex Melon Tarrajeado y Pintado color Beige TIPO TP-1 TP-2 DETALLES LEYENDA TP-1 TP-1 TP-1 TP-1 TP-1 TP-2 TP-2 TP-2 TP-3 TP-3 TP-2 \A1;bruña Contrazocalo h=0.40m Cemento Frotachado e=1.5 cm. Contrazocalo h=0.40m Cemento Frotachado e=1.5 cm. N.P.T. + 0.15 5 5 5 5 5 5 5 5 N.P.T. + 6.12 N.P.T. + 5.95 N.P.T. + 4.45 N.P.T. + 0.15 5 5 5 5 5 5 5 5 N.P.T. + 6.12 N.P.T. + 5.95 N.P.T. + 4.15 \A1;COBERTURA TIPO TEJA ANDINA CORTE B-B ESCALA :1/50 \W1.5;ALMACEN N.P.T. + 0.15 m \W1.5;SS. HH. N.P.T. + 0.15 m \W1.5;DUCHA N.P.T. + 0.15 m \W1.5;DUCHA N.P.T. + 0.15 m \W1.5;RECEPCION/CAJA N.P.T. + 0.15 m \A1;Cielo razo \A1;Cielo razo \A1;COBERTURA TIPO TEJA ANDINA \A1;COBERTURA TIPO TEJA ANDINA \A1;COBERTURA TIPO TEJA ANDINA 5 N.P.T. + 0.15 N.P.T. + 6.12 N.P.T. + 4.15 N.P.T. + 3.00 N.P.T. + 4.66 ELEVACION 02 ESCALA :1/50 N.T.T. + 6.12 N.P.T. + 0.15 N.T.T. + 2.50 \W1.5;GUARDIANIA N.P.T. + 0.15 m \W1.5;GUARDIANIA N.P.T. + 0.15 m \W1.5;FOSA DE CAMBIO DE ACEITE N.P.T. -0.85 m \W1.5;ZONA DE LAVADO N.P.T. + 0.15 m N.T.T. + 6.12 5 5 5 5 5 5 5 CORTE A-A ESCALA :1/50 \A1;COBERTURA TIPO TEJA ANDINA 5 \A1;COBERTURA TIPO TEJA ANDINA Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) 5 Canaleta de Plancha Galvanizada. N.P.T. +0.15 m Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION 02 ESCALA :1/50 CORTE A-A ESCALA :1/50 CORTE B-B ESCALA :1/50 5 5 5 5 5 5 5 Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) \A1;COBERTURA TIPO TEJA ANDINA N.P.T. + 0.15 N.P.T. + 6.12 N.P.T. + 4.15 N.P.T. + 3.00 N.P.T. + 4.66 Canaleta de Plancha Galvanizada. Canaleta de Plancha Galvanizada. \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;TUB. BAJ. DES. PLUVIAL d3" \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.5;CTO MAQUINAS. \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W1.5;HAL DE ESPERA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;RECPCION/CAJA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;PASAJE \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;SS.HH \W1.50000x;PISO: CERAMICO DE \W1.50000x;30X30cm \W1.50000x;COLOR: BLANCO \W1.50000x;N.P.T +0.15 \W1.5;OFICINA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;ALMACEN \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W2.16667; \W1.50000x;DUCHA \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W2.16667; \W1.50000x;DUCHA 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 \W3.76190; \W1.50000x;VESTUARIO M2 MODULO 2 PROYECTO : LAMINA: FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad PLANTA, CORTES Y ELEVACIONES ARQUITECTURA A-04 INDICADA DIC. 2013 : : : : PRESIDENTE REGIONAL: MODULO III: 1 2 3 4 5 6 7 8 9 A B C D A B' D 1 2 3 4 5 6 7 8 9 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 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 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 CANTIDAD 02 02 ALTURA 1.60 1.60 0.95 TIPO V-1 ANCHO 2.69 V-2 1.00 MATERIAL ALFEIZAR CUADRO DE VANOS VENTANAS 1.00 Metalico Metalico CANTIDAD 01 ALTURA 2.10 1.50 TIPO P-1 ANCHO - MATERIAL ALFEIZAR CUADRO DE VANOS PUERTAS Madera P-2 02 2.10 0.90 - Madera 01 1.60 2.25 V-4 1.00 Metalico P-3 P-4 P-5 P-6 0.75 2.10 - Madera Madera Madera Madera 01 3.00 - - - 01 02 3.00 0.90 2.10 0.60 2.10 03 V-3 V-5 V-6 5 1.00 0.40 1.10 1.60 1.90 2.60 Metalico Metalico Metalico 02 4.06 07 2.00 1.90 01 \A1;TUB. DES. PLUVIAL d3" \A1;TUB. DES. PLUVIAL d3" \A1;TUB. DES. PLUVIAL d3" \A1;TUB. DES. PLUVIAL d3" PLANTA MODULO 02 ESCALA :1/50 B A A B \A1;COBERTURA TIPO TEJA ANDINA 1.00x2.10 1.00x2.10 \W1.5;GUARDIANIA \W1.50000x;PISO: CONCRETO \W1.50000x;PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 1 2 A B 1 2 A 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 PLANTA MODULO 01 ESCALA :1/50 CANTIDAD 01 ALTURA 2.10 0.80 TIPO P-1 ANCHO - MATERIAL ALFEIZAR CUADRO DE VANOS PUERTAS Madera P-2 01 2.10 0.70 - Madera 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 CANTIDAD 02 01 ALTURA 1.10 1.10 0.85 TIPO V-1 ANCHO 2.00 V-2 1.00 MATERIAL ALFEIZAR CUADRO DE VANOS VENTANAS 1.00 Metalico Metalico V-3 1.00 0.40 1.70 Metalico 01 \A1;TUB. BAJ. DES. PLUVIAL d3" TP-3 Tarrajeado y Pintado color Rojo Oxido Tarrajeado y Pintado color Latex Melon Tarrajeado y Pintado color Beige TIPO TP-1 TP-2 DETALLES LEYENDA TP-1 TP-1 TP-2 TP-2 TP-3 TP-3 B B E-01 5 5 5 5 5 5 5 Canaleta de Plancha Galvanizada. \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;TUB. BAJ. DES. PLUVIAL d3" \A1;COBERTURA TIPO TEJA ANDINA 5 5 5 5 5 5 TP-1 TP-1 TP-1 TP-3 TP-2 Canaleta de Plancha Galvanizada. \A1;TUB. BAJ. DES. PLUVIAL d3" ELEVACION 01 ESCALA :1/50 \W1.5;GUARDIANIA N.P.T. + 0.15 m 6 6 \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;JARDINERA DE CONCRETO \W1.50000x;ACABADO: FROTACHDO Y PINTADO CON \W1.50000x;LATEX LAVABLE \W1.50000x;COLOR: ROJO CORAL \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.50000x;PISO: CONCRETO \W1.50000x;PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.50000x;PISO: CONCRETO \W1.50000x;PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \A1;BOMBA \S1/2; HP \W1.50000x;PROY. TECHO 1 2 3 4 5 A B A B E-02 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 5 5 5 1 2 3 4 5 FOSA DE CAMBIO \W7.69140; DE ACEITE AREA DE TORNO (REPARACIONES) FOSA DE CAMBIO \W7.69140; DE ACEITE AREA DE LAVADO \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 A A B B 1 2 3 4 5 5 5 5 5 CANTIDAD 01 ALTURA 2.10 1.50 TIPO P-1 ANCHO - MATERIAL ALFEIZAR CUADRO DE VANOS PUERTAS Madera 1.00x2.10 1.00x2.10 5 CANTIDAD 02 ALTURA 1.60 2.50 TIPO V-1 ANCHO 1.00 MATERIAL ALFEIZAR CUADRO DE VANOS VENTANAS Metalico Canaleta de Plancha Galvanizada. Canaleta de Plancha Galvanizada. Canaleta de Plancha Galvanizada. \W1.5;AREA DE LAVADO N.P.T. + 0.31 m \W1.5;AREA DE CAMBIO DE ACEITE N.P.T. +0.15 m \W1.5;AREA DE TORNO N.P.T. +0.15 m E-01 E-02 E-01 PLANTA MODULO 03 ESCALA :1/50 ELEVACION 01 ESCALA :1/50 01 \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA 02 M4 MODULO 4 \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROYECCION \W1.50000x; TECHO 1 2 3 4 5 5 A B B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E-01 ELEVACION 01 ESCALA :1/50 VER DETALLE 2arriostre (fijacion) VER DETALLE 1 FIJACION DE ARCO VER DETALLE 2 (fijacion) VER DETALLE 2 (fijacion) X X 5 VER DETALLE 1 FIJACION DE ARCO \T0.9;BRIDA SUPERIOR:2L1 3/4"x1 3/4"x3/16" \T0.9;BRIDA INFERIOR:2L1 3/4"x1 3/4"x3/16" \T0.9;Diagonales:d1/2"@ 0.4m \T0.9;Montantes:d1/2"@ 0.4m \T0.9;Diagonales:d1/2"@ 0.4m \T0.9;Montantes:d1/2"@ 0.4m VER DETALLE 1 FIJACION DE ARCO PLANTA MODULO 04 ESCALA :1/50 CORTE A-A ESCALA :1/50 FIRMA Y SELLO PROFESIONAL : PROPIETARIO : PLANO : ESPECIALIDAD : PROFESIONAL : DIBUJO : FECHA : ESCALA: UBICACION : Provincia Distrito Departamento Localidad CORTES Y ELEVACIONES ARQUITECTURA A-08 INDICADA : : : : PRESIDENTE REGIONAL: MODULO IV: PROYECTO : SALA NPT. = + 0.15 PISO CERAMICO 0.30 x 0.30 ESTANTERIA DE CONCRETO HECHA EN OBRA P TV IF T H F F P1 A 0.80 DP1 V 1.00 1.00 1.00 universidad nacional Hermilio Valdizan \Q15;\W2;CALLE DEFINIDA 01 N. M. 1 2 3 4 5 FOSA DE CAMBIO \W7.69140; DE ACEITE AREA DE TORNO (REPARACIONES) AREA DE LAVADO AREA DE LAVADO AREA DE TORNO (REPARACIONES) 6 1 2 3 4 5 6 INGRESO VEHICULOS \Q15;\W2;CALLE DEFINIDA \W1.5;CIRCULACION EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.5;CTO MAQUINAS. \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.5;HAL DE ESPERA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;RECPCION/CAJA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;PASAJE \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;SS.HH \W1.50000x;PISO: CERAMICO DE \W1.50000x;30X30cm \W1.50000x;COLOR: BLANCO \W1.50000x;N.P.T +0.15 \W1.5;OFICINA \W1.50000x;PISO: CERAMICO DE 40X40cm \W1.50000x;COLOR: BEIGE \W1.50000x;N.P.T +0.15 \W1.5;ALMACEN \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.5;VEREDA \W1.50000x;PISO: CONCRETO PULIDO Y \W1.50000x;BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.5;AREA VERDE \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 ELV. 02 ELV. 01 ELV. 04 ELV. 03 FOSA DE CAMBIO \W7.69140; DE ACEITE \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W2.16667; \W1.50000x;DUCHA \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W2.16667; \W1.50000x;DUCHA \W1.5;VESTUARIO/DUCHA/SS.HH \W1.50000x;PISO: CERAMICO DE 30X30cm \W1.50000x;COLOR: BLANCO \W1.50000x;N.P.T +0.15 \W1.50000x;JARDINERA DE CONCRETO \W1.50000x;ACABADO: FROTACHDO Y \W1.50000x;PINTADO CON LATEX LAVABLE \W1.50000x;COLOR: ROJO CORAL \W1.50000x;JARDINERA DE CONCRETO \W1.50000x;ACABADO: FROTACHDO Y PINTADO CON \W1.50000x;LATEX LAVABLE \W1.50000x;COLOR: ROJO CORAL \W1.5;JARDINERA \W1.5;PISO: GRASS NATURAL EN CHAMPA FLORES DE ESTACIÓN-PERMANENTE N.P.T +/- 0.00 PLANTEAMIENTO GENERAL ESCALA 1/250 POZO ARTESANO TANQUE ELEVADO CAP. = 2.5m3 \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA \W1.50000x;REJILLA METALICA 02 \W1.5;VEREDA \W1.50000x;PISO: CONCRETO PULIDO Y \W1.50000x;BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W1.5;VEREDA \W1.50000x;PISO: CONCRETO PULIDO Y \W1.50000x;BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W1.5;VEREDA \W1.50000x;PISO: CONCRETO PULIDO Y \W1.50000x;BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \W1.50000x;N.P.T +0.15 \W1.5;PATIO DE MANIOBRAS \W1.50000x;PISO: AFIRMADO CON MATERIAL DE \W1.50000x;PRESTAMO \W1.50000x;N.P.T +0.15 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 1.00x2.10 \W1.50000x;BANCA C\W1.50000x;°\W1.50000x;A\W1.50000x;° \W1.5;CTO. BOMBAS \W1.50000x;PISO: CONCRETO \W1.50000x;PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.5;CTO. DE HERRAMIENTAS \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \W1.5;CIRCULACION \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 \A1;BOMBA \S1/2; HP 1.00x2.10 \W3.76190; \W1.50000x;VESTUARIO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO \W1.50000x;PROYECCION TECHO M4 MODULO 4 M1 MODULO 1 M2 MODULO 2 M3 MODULO 2 V8 2.25 4.19 0.60 TIPO DE VENTANA ALFEIZAR ANCHO ALTO TIPO DE VENTANA SE REFIERE A GRUPOS CARACTERIZADOS POR SU ALTURA, MATERIAL Y SISTEMA: FIJAS, PIVOTANTES, CORREDIZAS. P2a A 0.90 DP1a TIPO DE PUERTA CERRAJERIA ANCHO ALTO TIPO DE PUERTA SE REFIERE A GRUPOS CARACTERIZADOS POR SU ANCHO, MATERIAL Y ACCESORIOS: VISOR, REJILLA, PROTECTORES. LA ALTURA TIPICA DE LAS PUERTAS ES DE 2.10, LA SOBREVENTANA DE 60 CMS. EL DINTEL ESTA DEFINIDO POR LA ALTURA DEL PISO Y LAS VIGAS. V8 2.25 4.19 0.60 NOMENCLATURA MAMPARAS ...................................... NOMENCLATURA VENTANAS........................................ NOMENCLATURA PUERTAS .......................................... LEYENDA P2a A 0.90 DP1a NOMENCLATURA SOLO VANOS .................................... 2.25 0.60 0.60 M1/P8 R 6.53 6.70 \W1.5;TRAMPA DE GRASA \W1.5;DE CONCRETO ARMADO DE 1.20X1.20 N.C.T +/- 0.00 N.C.F +/- 0.80 \W1.5;FILTRO PRINCIPAL \W1.5;ARENA GRAVA + TIERRA + PLANTAS DE 1.20X1.20 N.C.T +/- 0.00 N.C.F +/- 0.50 \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROYECCION \W1.50000x; TECHO \W1.50000x;PROY. TECHO \W1.50000x;PROY. TECHO \W1.50000x;PROY. TECHO \W1.5;GUARDIANIA \W1.50000x;PISO: CONCRETO \W1.50000x;PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: GRIS \W1.50000x;N.P.T +0.15 A A A A ESC: 1/25 DETALLE VC - 1 (25X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X X X 2Ø1/2" 2 Ø1/2" Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e 1 2 3 5 5 5 5 5 5 5 Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X X X X X ESC: 1/25 DETALLE VC - 3 (25X30) 2Ø1/2" 2 Ø1/2" 3 4 5 6 5 5 5 5 5 5 5 5 5 5 ESC: 1/25 DETALLE VC - 4 (25X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X 2Ø1/2" 2 Ø1/2" B C 3.25 3.019999999999982 0.2300000000000182 0.2300000000000182 ESC: 1/25 DETALLE VC - 2 (20X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Y Y Y Y Y Y 2Ø1/2" 2 Ø1/2" A B C D 3.299999999999955 3.069999999999936 3.25 3.049999999999898 3.019999999999982 2.819999999999993 0.230000000000075 0.2300000000000182 0.2300000000000182 0.230000000000075 \A1;.13 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 5 5 5 5 0.0250000000000341 5 0.0999999999999659 0.0500000000000113 1ra Etapa 2da Etapa Falso Piso Pintura Asfaltica ESC:1/5 JUNTA DE CONTRACCIÓN \A1;.10 \A1;.05 5 Vereda o Falso Piso Relleno con mortero Asfaltico Relleno Carton Embreado Solado de Concreto 1/10 en junta 5 0.1999999999999886 0.0999999999999765 Relleno con Afirmado compactado al 100% Proctor Modificado Terreno Natural compactado al 95% Proctor Modificado CORTE Z-Z ESC:1/5 DETALLE JUNTA DE DILATACIÓN Y TRATAMIENTO DE SUELO PARA VEREDAS 0.1499999999999773 JUNTA DE DILATACIÓN e=1/2" .30 .20 .10 Ver cuadro de zapatas 5 Sobrecimiento Sobrecimiento N.T.N. = -2.15 N.V.T. = -2.00 N.T.N. = -2.15 N.P.T. =-2.00 Cimiento Corrido Estribos de confinamiento @ 0.20 m Cimiento Corrido 1.600000006243684 0.7999999455609342 0.0999999710667154 0.0999999999999446 0.1499999993083063 5 N.C.C. =-3.35 N.F.Z. =-3.85 1.60000000069169 0.300000002075091 5 0.1499999993083065 0.1503388068616898 0.0999999986166031 0.099999998616596 Falsa zapata C:H = 1:12 + 30% P.G. 1.199999999999989 Esc. 1/25 DETALLE DE ZAPATAS AISLADAS (CORTE X-X) Viga de Conexión Viga de Conexión 0.8000000000000044 0.3000000272194931 0.1499999993083063 \A1;1.20 1.00.- DE LOS MATERIALES (C:H=1:10+30% P.G.Ø 6"máx) (C:H = 1:8+25% P.M.Ø 4"máx) - UNIDAD : Ladrillos King Kong de Arcilla Tipo IV - CAPACIDAD PORTANTE : (Ver Estudio de Suelos) - PROF. DE CIMENTACION: 1.50 m. (Mínimo) VIGAS SOLERAS COLUMNAS ESTRUCTURALES SOBRECIMIENTO ARMADO f'm = 55 kg/cm2 1,800.00 kg/m3 9 x 23 x 13 cm Tipo IV COLUMNA DE CONFINAMIENTO - MORTERO : C:A = 1:4 - JUNTA : 1.5 cm. - FACTOR DE ZONA(2) : 0.30 - Compresión Albañileria : - Ladrillo Macizo KK arcilla: - Peso Especifico Albañileria : CIMIENTOS CORRIDOS 01. CONCRETO SIMPLE SOLADO 02. CONCRETO ARMADO FALSO PISO SOBRECIMIENTOS f'c = 140 Kg/cm2. ESPECIFICACIONES TECNICAS VIGAS DE CIMENTACION (C:H=1:12+25% P.G.Ø 6"máx) FALSA ZAPATA (C:H=1:12+30% P.G.Ø 6"máx) FALSA CIMENTACION 9.00.- JUNTA DE CONSTRUCCION - Brea + Arena, en proporción 1:3 5.00.- ACERO 8.00.- NORMAS - ACERO CORRUGADO-Grado 60 : fy = 4200 Kg/cm2. - VIGAS : As (-) : Tercio Central - COLUMNAS : a 2L/3 (Tramo Central) - R. N. C. (Normas E-020, E-030, E-050, E-060). - EMPALMES DE FIERRO : As (+) : a L/4 10.00.- TRATAMIENTO DE CALICATAS PARA Si existiera algun elemento de estructura de cimentación CONSTRUCCION DE CIMENTACIONES sobre calicatas excavadas para fines de estudios de suelos para cimentación serán previamente tratadas con un relleno adecuado con construcción de un relleno conforman- do una falso cimiento o falsa zapata segun sea el caso con dosificación 1:12 + 30% PG 11.00.- CURADOS En todos los elementos donde se usa cemento se efectuaran CONSTRUCCION DE CIMENTACIONES curados permanentemente durante el día con agua potable hasta cumplir los 7 días despues de las construcciones. 4.00.- RECUBRIMIENTOS = 4.00 cm. = 2.50 cm. = 10.0 cm. = 4.00 cm. COLUMNAS DE CONFINAMIENTO COLUMNAS ESTRUCTURALES VIGAS SOLERAS ZAPATAS - Los muros tendran 2 alambres #8 cada 3 hiladas corridos desde el Eje A al C y anclados en las columnas C-1 y C-2. - Los tabiques (parapetos) de los ejes A y C muros tendran una solera superior y ademas llevaran 2 alambres #8 cada 3 hiladas corridos. f'c = 100 Kg/cm2. f'c = 100 Kg/cm2. f'c = 100 Kg/cm2. f'c = 140 Kg/cm2. f'c = 100 Kg/cm2. f'c = 210 Kg/cm2. f'c = 210 Kg/cm2. f'c = 210 Kg/cm2. f'c = 210 Kg/cm2. f'c = 175 Kg/cm2. 03. ALBAÑILERIA 2.00.- DEL SUELO - Indicada en Planta de Techos. 3.00.- DE LAS SOBRECARGAS Cobertura de Plancha Onduline Rojo 2.00x0.95 Onda100 e=3mm. 7.00.- COBERTURA La madera estructural sera definida como de grupo "C", tornillo y Cedro nacional según diseño. 6.00.- MADERA ESTRUCTURAL \A1;.025 \A1;.0125 \A1;.025 \A1;.0125 \A1;.025 \A1;.020 .15 0.1300000000000807 Esc. 1/25 SECCION 1-1 0.1500000535852166 0.199999892829581 0.5 0.1500000535852024 5 0.1000000007450836 0.149999999850985 0.4000000005960459 0.1499999999999773 N.V.T. = - 2.00 N.P.T. = -2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido 0.3000000000003062 0.1000000000000014 0.1499999999999986 5 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" propio compactado Relleno c/ material 0.7999999999999972 N.F.C. = - 3.35 0.1500000535852166 0.199999892829581 0.1500000535852024 \A1;.150 \A1;.20 \A1;.50 \A1;.150 \A1;0.60 ó 1.50 m. \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;.15 \A1;.80 \A1;.150 \A1;.20 \A1;.150 0.2300000000000182 N.P.T. = - 2.00 0.3000000000023562 0.1000000000000085 0.1499999999999915 5 0.1000000001489951 0.1499999992549534 0.4000000000000001 0.1500000005960516 N.V.T. = - 2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 2-2 0.1250000535852109 0.2499998928295781 0.5 0.1250000535852109 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.1250000535852109 0.2499998928295781 0.1250000535852109 0.1300000000000181 N.P.T. = - 2.00 0.3000000000023562 0.1000000000000085 0.1499999999999915 5 0.1000000001489951 0.1499999992549534 0.4000000000000001 0.1500000005960516 N.V.T. = - 2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 3-3 0.1250000535852109 0.2499998928295781 0.5 0.1250000535852109 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.1250000535852109 0.2499998928295781 0.1250000535852109 \A1;.13 \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;0.60 a 1.50 m. \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.125 \A1;.25 \A1;.125 \A1;.23 \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;0.60 a 1.50 m. \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.125 \A1;.25 \A1;.125 0.1300000000000181 N.P.T. = - 2.00 0.3000000000023563 0.1000000000000085 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 4-4 0.1250000535852109 0.2499998928295781 0.5 0.1250000535852109 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.1000000000000085 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" 0.1250000535852109 0.2499998928295781 0.1250000535852109 \A1;.13 \A1;.30 \A1;.15 \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.10 \A1;.15 \A1;.125 \A1;.25 \A1;.125 0.13 N.P.T. = - 2.00 0.3000000000023563 0.1000000000000085 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 5-5 0.5 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.1000000000000085 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" 0.150000053585211 0.1999998928295781 0.1500000535852109 0.150000053585211 0.1999998928295781 0.1500000535852109 \A1;.13 \A1;.30 \A1;.15 \A1;.50 \A1;.80 \A1;.10 \A1;.15 \A1;.150 \A1;.20 \A1;.150 \A1;.150 \A1;.20 \A1;.150 0.1300000000000807 Esc. 1/25 SECCION 6-6 0.1350000000000023 0.1299999999999954 0.3999999999999999 0.1350000000000022 N.P.T. = - 2.00 Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido 0.1000000000000085 0.1499999999999915 5 0.7999999999999972 N.F.C. = - 3.05 N.P.T. = - 2.00 0.1000000000000085 0.1499999999999916 5 \A1;.135 \A1;.13 \A1;.40 \A1;.135 \A1;.15 \A1;.80 \A1;.15 \A1;.13 \A1;.10 \A1;.15 \A1;.10 \A1;.15 N.P.T. = -2.00 0.3000000000000007 0.0999999999998229 0.1500000000001771 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 7-7 0.15 0.15 0.5 0.1500000007450595 0.1000000000000014 Propio Compactado Relleno c/ material Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 0.7999999999999972 0.2 0.15 0.15 0.2 \A1;.30 \A1;.15 \A1;.15 \A1;.50 \A1;.15 \A1;.10 \A1;.80 \A1;.20 \A1;.15 \A1;.15 \A1;.20 N.P.T. = -2.00 0.3000000000000007 0.0999999999998229 0.1500000000001771 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 8-8 0.1250000535852109 0.1250000535852109 0.5 0.1500000007450595 0.1000000000000014 Propio Compactado Relleno c/ material Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 0.7999999999999972 0.2499998928295781 0.1250000535852109 0.1250000535852109 0.2499998928295781 \A1;.30 \A1;.125 \A1;.125 \A1;.50 \A1;.15 \A1;.10 \A1;.80 \A1;.25 \A1;.125 \A1;.125 \A1;.25 \A1;1.60 \A1;.80 \A1;.10 \A1;.10 \A1;.15 \A1;h1=.40 \A1;1.60 \A1;.30 \A1;h1=.40 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.80 \A1;.30 \A1;.15 \A1;.25 A 0.2300000000000182 N.P.T. = - 2.00 0.3000000000023562 0.1000000000000085 0.1499999999999915 5 0.1000000001489951 0.1499999992549534 0.4000000000000001 0.1500000005960516 N.V.T. = - 2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 9-9 0.1250000535852109 0.2499998928295781 0.5 0.1250000535852109 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.2499998928295781 0.25 \A1;.23 \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;0.60 a 1.50 m. \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.25 \A1;.25 \A1;3.50 \A1;.28 \A1;3.22 \A1;3.50 \A1;3.22 \A1;.28 \A1;.28 \A1;4.37 \A1;2.89 \A1;4.37 \A1;4.09 \A1;2.61 \A1;4.09 \A1;.28 \A1;.28 \A1;.28 \A1;.28 \A1;3.300 \A1;3.070 \A1;3.250 \A1;3.050 \A1;3.020 \A1;2.820 \A1;.230 \A1;.230 \A1;.230 \A1;.230 \A1;3.25 \A1;3.02 \A1;.23 \A1;.23 \A1;2.25 \A1;2.00 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.075 \A1;2.75 \A1;2.50 \A1;.25 \A1;.25 \A1;.23 \A1;.23 \A1;.23 \A1;.38 \A1;.23 \A1;.13 .25 .30 .30 .25 .30 .30 .30 .30 \A1;ANCHO DE COLUMNA \A1;Lg \A1;Lg \A1;ALTURA DE VIGA \A1;Ldg \A1;L/4 \A1;L \A1;L/4 \A1;M inferio \A1;L/4 \A1;L/4 \A1;M superior \A1;L/3 \A1;L/3 \A1;L/3 Ldg \A1;0.50 a 1.50 m. \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;.50 \A1;.80 \A1;.125 \A1;.125 \A1;.10 \A1;.15 \A1;.26 \A1;.30 \A1;.15 \A1;.10 \A1;.80 \A1;.50 \A1;.10 \A1;.15 \A1;.25 \A1;.25 \A1;.125 \A1;.125 \A1;.25 \A1;.125 \A1;.125 \A1;.125 \A1;.125 \A1;.25 .20 .20 .20 .20 .20 .10 .15 .15 .15 .10 .15 .10 .10 .20 .15 .20 .20 .20 .15 .10 .10 3D CEL TEXMAP 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 4WAY BAR PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 AMOEBA PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 APE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.43") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 APE BUMP 0.6667,0.4667,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.72") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 AQUA GLAZE 0.0000,0.6353,0.6235 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.2") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BEIGE MATTE 0.6824,0.5647,0.4392 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BEIGE PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BEIGE PLASTIC 0.6824,0.5647,0.4392 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.69") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLACK MATTE 0.0667,0.0667,0.0667 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.91") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLACK PLASTIC 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.31") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE GLASS 0.3333,0.3961,0.7843 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.48") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE GOOSE 0.7843,0.8157,0.9412 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.37") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE MARBLE 0.1529,0.1529,0.4235 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.66") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE MATTE 0.0000,0.0000,0.7412 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE METALIC 0.1529,0.1647,0.3098 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.75") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLANET 0.0000,0.0000,0.4549 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.57") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 27 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.73") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 50 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 77 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE RINGS 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE/GREEN/CYAN 0.0000,1.0000,0.9804 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.37") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE/GRN 3DS 0.8510,0.8510,0.8510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.18") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUESTRIPE PATRN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRASS GIFMAP 0.5804,0.4196,0.1882 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.58") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRASS VALLEY 0.5843,0.4235,0.2353 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.61") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRIGHT LIGHT 0.8314,0.7490,0.5922 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.72") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRIGHT OLIVE 0.4627,0.5843,0.4078 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.8") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BRICK 0.0000,0.0000,0.1216 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.69") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BRICK 2S 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BUMPYBRICK 0.6039,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.93") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN MATTE 0.6039,0.2275,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPY CAMOUFLAGE 0.7922,0.7922,0.7922 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPY GRID 0.3961,0.2980,0.2275 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.46") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPY METAL 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.54") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPYPATRN GLASS 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.71") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPYWHITE STONE 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.93") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER OPA/SHIN 0.5843,0.7569,0.8157 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.43") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER OPAC PUR 1.0000,0.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.64") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER OPACITY 0.5020,0.2039,0.2275 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.64") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER TEXTURE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME BLUE SKY 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.52") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME GIFMAP 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.39") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME LAKE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.4") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME PEARL 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.65") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME SKY 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.54") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME SUNSET 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.52") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME VALLEY 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME VICTORIAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.6") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CLOVER PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 COLOR-X PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 COPPER 0.4275,0.2627,0.2196 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.72") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CREAM PLASTIC 0.7569,0.7686,0.4588 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CROSSHATCH PATRN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CRUISER 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CYAN MATTE 0.0000,0.7333,0.7333 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CYAN METALIC 0.1451,0.2275,0.3255 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.77") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CYM-TINTED APE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK BROWN MATTE 0.2980,0.1098,0.0431 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK GRAY LUSTER 0.1098,0.1098,0.1098 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.79") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK GRAY MATTE 0.2196,0.2196,0.2196 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK OLIVE MATTE 0.2275,0.2627,0.0980 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK WOOD INLAY 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK WOOD TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.9") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 EYEBALL PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLASS 0.4078,0.4078,0.4078 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.54") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 0.9294,0.8627,0.7569 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 3D MAP 0.9765,0.8000,0.3765 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.39") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "0")(11 "Ks" "1")(11 "roughness" "0.7") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY MARBLE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.66") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY MATTE 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY/BLUE PAINT 0.5020,0.5882,0.6824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.89") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN GLASS 0.4039,0.7843,0.3294 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.48") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN MATTE 0.1804,0.3137,0.1451 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN PLASTIC 0.1529,0.6627,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.21") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN VINES 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.91") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 JUPITER TEXMAP 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.77") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LEADED BMP GLASS 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.48") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LIGHT WOOD TILE 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.9") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LITEWOOD SHINGLS 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.93") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - GREEN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.13") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - PALE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.57") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MAROON PEARL 0.5098,0.3176,0.4392 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.66") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 VC-1 (0.25x0.30) VC-1 (0.25x0.30) VC-2 (0.25x0.30) VC-2 (0.25x0.30) ESC: 1/25 DETALLE VC - 1 (25X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X 2Ø1/2" 2 Ø1/2" A B 5 5 5 5 1 5 5 1 1 1 .075 CUADRO DE VIGAS DE CIMENTACION CORTE X-X 0.25 x 0.30 (VC-1, VC-2) (1) 4Ø1/2" Ø 3/8":1@0.05, 2@0.15, 3@0.20, Rto.@0.35 a/e ESCALA: 1/25 X X ESC: 1/25 DETALLE VC - 1 (25X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X 2Ø1/2" 2 Ø1/2" 1 2 5 5 5 5 X X B A B A 1 2 1 2 B A B A 1 2 1 2 B A B A 1 2 1 2 Correas de 2" x 3" de 2" x 6" Tijeral Timpano de 2" x 6" Tijeral Timpano Correas de 2" x 3" \W1.5;ALMACEN \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.50000x;JARDINERA DE CONCRETO \W1.50000x;ACABADO: FROTACHDO Y PINTADO CON \W1.50000x;LATEX LAVABLE \W1.50000x;COLOR: ROJO CORAL CUADRO DE COLUMNAS C - 1 .23 x 0.23 (1) 4Ø1/2" + (2) 2Ø1/2" Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 C - 2 C - A 0.13 x 0.23 4Ø3/8" Ø 1/4":1@0.05, Rto.@0.20 0.23 x 0.38 Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 ESCALA: 1/25 (1) 4Ø1/2" + (2) 2Ø1/2" .23 .23 1 1 1 1 2 2 .23 .38 1 1 1 1 2 2 .23 .13 RESPONSABLE: Fecha : INDICADA \fStylus BT|b1|i0|c0|p0;ESCALA : \fStylus BT|b1|i0|c0|p0;DIST. : \fStylus BT|b1|i0|c0|p0;PROV. : \fStylus BT|b1|i0|c0|p0;REGIÓN : Representante Legal : Lamina : 18 Plano : Proyecto : Especialidad : E-03 ESTRUCTURA CIMENTACION, VIGA Y DETALLES LOCALIDAD: DETALLE ENCUENTRO DE VIGA Y COLUMNA TRAMO INTERMEDIO 2 Ø 1/2" 2 Ø 1/2" C-1 ESC .1/25 .25 TRAMO FINAL .30 2 Ø 1/2" 2 Ø 1/2" C-1 .30 C-1 2 Ø 1/2" 2 Ø 1/2" .25 2 Ø 1/2" 2 Ø 1/2" C-1 .30 .30 .30 .30 \A1;r \A1;a d r a 1/4" 3/8" 2cm 3cm 8cm 10cm 45 45 d de columna o viga RECUBRIMIENTO RECUBRIMIENTO DETALLE TIPICO DE DOBLADO DE ESTRIBOS EN VIGAS Y COLUMNAS ESCALA:S/E Lt : LONGITUD DE TRASLAPE Lg : LONGITUD DE GANCHO Ldg : LONGITUD DE ANCLAJE SUPERIOR ACERO LONGITUDINAL Ldg ANCHO DE COLUMNA Lg Lg ALTURA DE VIGA INFERIOR ACERO LONGITUDINAL Rec. 4cm. Ldg Rec. 4cm. DETALLE TIPICO DE ANCLAJE DE REFUERZO DE VIGAS ESCALA:S/E VALORES DE " M " L/4 L d ACERO 3/8" 1/2" Pulg. 5/8" L/4 M inferio M superior 45.00 50.00 cm. 60.00 M inferior 40.00 40.00 cm. 50.00 L/4 L/4 M superior L/3 L/3 L/3 1 1 0.50 a 1.50 m. .30 .10 .15 .15 .10 .15 .40 .15 .50 .80 .125 .125 5 AREA VERDE = + 0.00 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 4 Ø 1/2" VEREDA = + 0.15 N.P.T. = + 0.15 SECCION 1-1 Seleccionado Compactado Relleno c/ material e=4" c/ Sello Asfaltico e=1/2" Junta de Dilatación Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" propio compactado Relleno c/ material N.P.T. = -2.00 .30 .10 .15 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 2-2 .15 .10 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 .80 .50 propio compactado Relleno c/ material .25 .125 .125 .25 .125 .125 .25 .125 .125 .25 2 2 1 1 2 2 1 1 1 1 1 1 5 (tip.) 5 (tip.) cada 3 hiladas SOBRECIMIENTO CIMIENTO CORRIDO COLUMNA C-A C-A 2Ø3/8" 5 2Ø3/8" 1Ø3/8" (tip.) cada 3 hiladas C-A CIMIENTO CORRIDO .20 ESTRUCTURAL 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" .20 S/E DETALLE DE COLUMNETA DE AMARRE 5 2 Ø 1/4" 5 5 5 5 5 5 5 5 5 2 Ø 1/4" 5 5 .20 5 VIGA DE CONEXION VIGA DE CONEXION 5 5 PLANO VIGA DE CIEMENTACION M-1 ESCALA 1/50 PLANO DE CIEMENTACION M-1 ESCALA 1/50 PLANO DE COBERTURAS M-1 ESCALA 1/50 M1 MODULO 1 A A A A ESC: 1/25 DETALLE VC - 1 (25X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X X X 2Ø1/2" 2 Ø1/2" Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e 1 2 3 5 5 5 5 5 5 5 Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X X X X X ESC: 1/25 DETALLE VC - 3 (25X30) 2Ø1/2" 2 Ø1/2" 3 4 5 6 5 5 5 5 5 5 5 5 5 5 ESC: 1/25 DETALLE VC - 4 (25X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e X X 2Ø1/2" 2 Ø1/2" B C 3.25 3.019999999999982 0.2300000000000182 0.2300000000000182 ESC: 1/25 DETALLE VC - 2 (20X30) Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Ø3/8" 1@0.05,2@0.15, 3@.20, Rsto.@.35 c/e Y Y Y Y Y Y 2Ø1/2" 2 Ø1/2" A B C D 3.299999999999955 3.069999999999936 3.25 3.049999999999898 3.019999999999982 2.819999999999993 0.230000000000075 0.2300000000000182 0.2300000000000182 0.230000000000075 \A1;.13 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 5 5 5 5 0.0250000000000341 5 0.0999999999999659 0.0500000000000113 1ra Etapa 2da Etapa Falso Piso Pintura Asfaltica ESC:1/5 JUNTA DE CONTRACCIÓN \A1;.10 \A1;.05 5 Vereda o Falso Piso Relleno con mortero Asfaltico Relleno Carton Embreado Solado de Concreto 1/10 en junta 5 0.1999999999999886 0.0999999999999765 Relleno con Afirmado compactado al 100% Proctor Modificado Terreno Natural compactado al 95% Proctor Modificado CORTE Z-Z ESC:1/5 DETALLE JUNTA DE DILATACIÓN Y TRATAMIENTO DE SUELO PARA VEREDAS 0.1499999999999773 JUNTA DE DILATACIÓN e=1/2" .30 .20 .10 Ver cuadro de zapatas 5 Sobrecimiento Sobrecimiento N.T.N. = -2.15 N.V.T. = -2.00 N.T.N. = -2.15 N.P.T. =-2.00 Cimiento Corrido Estribos de confinamiento @ 0.20 m Cimiento Corrido 1.600000006243684 0.7999999455609342 0.0999999710667154 0.0999999999999446 0.1499999993083063 5 N.C.C. =-3.35 N.F.Z. =-3.85 1.60000000069169 0.300000002075091 5 0.1499999993083065 0.1503388068616898 0.0999999986166031 0.099999998616596 Falsa zapata C:H = 1:12 + 30% P.G. 1.199999999999989 Esc. 1/25 DETALLE DE ZAPATAS AISLADAS (CORTE X-X) Viga de Conexión Viga de Conexión 0.8000000000000044 0.3000000272194931 0.1499999993083063 \A1;1.20 1.00.- DE LOS MATERIALES (C:H=1:10+30% P.G.Ø 6"máx) (C:H = 1:8+25% P.M.Ø 4"máx) - UNIDAD : Ladrillos King Kong de Arcilla Tipo IV - CAPACIDAD PORTANTE : (Ver Estudio de Suelos) - PROF. DE CIMENTACION: 1.50 m. (Mínimo) VIGAS SOLERAS COLUMNAS ESTRUCTURALES SOBRECIMIENTO ARMADO f'm = 55 kg/cm2 1,800.00 kg/m3 9 x 23 x 13 cm Tipo IV COLUMNA DE CONFINAMIENTO - MORTERO : C:A = 1:4 - JUNTA : 1.5 cm. - FACTOR DE ZONA(2) : 0.30 - Compresión Albañileria : - Ladrillo Macizo KK arcilla: - Peso Especifico Albañileria : CIMIENTOS CORRIDOS 01. CONCRETO SIMPLE SOLADO 02. CONCRETO ARMADO FALSO PISO SOBRECIMIENTOS f'c = 140 Kg/cm2. ESPECIFICACIONES TECNICAS VIGAS DE CIMENTACION (C:H=1:12+25% P.G.Ø 6"máx) FALSA ZAPATA (C:H=1:12+30% P.G.Ø 6"máx) FALSA CIMENTACION 9.00.- JUNTA DE CONSTRUCCION - Brea + Arena, en proporción 1:3 5.00.- ACERO 8.00.- NORMAS - ACERO CORRUGADO-Grado 60 : fy = 4200 Kg/cm2. - VIGAS : As (-) : Tercio Central - COLUMNAS : a 2L/3 (Tramo Central) - R. N. C. (Normas E-020, E-030, E-050, E-060). - EMPALMES DE FIERRO : As (+) : a L/4 10.00.- TRATAMIENTO DE CALICATAS PARA Si existiera algun elemento de estructura de cimentación CONSTRUCCION DE CIMENTACIONES sobre calicatas excavadas para fines de estudios de suelos para cimentación serán previamente tratadas con un relleno adecuado con construcción de un relleno conforman- do una falso cimiento o falsa zapata segun sea el caso con dosificación 1:12 + 30% PG 11.00.- CURADOS En todos los elementos donde se usa cemento se efectuaran CONSTRUCCION DE CIMENTACIONES curados permanentemente durante el día con agua potable hasta cumplir los 7 días despues de las construcciones. 4.00.- RECUBRIMIENTOS = 4.00 cm. = 2.50 cm. = 10.0 cm. = 4.00 cm. COLUMNAS DE CONFINAMIENTO COLUMNAS ESTRUCTURALES VIGAS SOLERAS ZAPATAS - Los muros tendran 2 alambres #8 cada 3 hiladas corridos desde el Eje A al C y anclados en las columnas C-1 y C-2. - Los tabiques (parapetos) de los ejes A y C muros tendran una solera superior y ademas llevaran 2 alambres #8 cada 3 hiladas corridos. f'c = 100 Kg/cm2. f'c = 100 Kg/cm2. f'c = 100 Kg/cm2. f'c = 140 Kg/cm2. f'c = 100 Kg/cm2. f'c = 210 Kg/cm2. f'c = 210 Kg/cm2. f'c = 210 Kg/cm2. f'c = 210 Kg/cm2. f'c = 175 Kg/cm2. 03. ALBAÑILERIA 2.00.- DEL SUELO - Indicada en Planta de Techos. 3.00.- DE LAS SOBRECARGAS - Cobertura de Plancha Onduline Rojo 2.00x0.95 Onda100 e=3mm. 7.00.- COBERTURA La madera estructural sera definida como de grupo "C", tornillo y Cedro nacional según diseño. 6.00.- MADERA ESTRUCTURAL - Sobrecarga Cobertura = 30 Kg/cm2 \A1;.025 \A1;.0125 \A1;.025 \A1;.0125 \A1;.025 \A1;.020 .15 0.1300000000000807 Esc. 1/25 SECCION 1-1 0.1500000535852166 0.199999892829581 0.5 0.1500000535852024 5 0.1000000007450836 0.149999999850985 0.4000000005960459 0.1499999999999773 N.V.T. = - 2.00 N.P.T. = -2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido 0.3000000000003062 0.1000000000000014 0.1499999999999986 5 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" propio compactado Relleno c/ material 0.7999999999999972 N.F.C. = - 3.35 0.1500000535852166 0.199999892829581 0.1500000535852024 \A1;.150 \A1;.20 \A1;.50 \A1;.150 \A1;0.60 ó 1.50 m. \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;.15 \A1;.80 \A1;.150 \A1;.20 \A1;.150 0.2300000000000182 N.P.T. = - 2.00 0.3000000000023562 0.1000000000000085 0.1499999999999915 5 0.1000000001489951 0.1499999992549534 0.4000000000000001 0.1500000005960516 N.V.T. = - 2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 2-2 0.1250000535852109 0.2499998928295781 0.5 0.1250000535852109 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.1250000535852109 0.2499998928295781 0.1250000535852109 0.1300000000000181 N.P.T. = - 2.00 0.3000000000023562 0.1000000000000085 0.1499999999999915 5 0.1000000001489951 0.1499999992549534 0.4000000000000001 0.1500000005960516 N.V.T. = - 2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 3-3 0.1250000535852109 0.2499998928295781 0.5 0.1250000535852109 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.1250000535852109 0.2499998928295781 0.1250000535852109 \A1;.13 \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;0.60 a 1.50 m. \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.125 \A1;.25 \A1;.125 \A1;.23 \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;0.60 a 1.50 m. \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.125 \A1;.25 \A1;.125 5 N.P.T. = - 2.00 5 0.1000000000000085 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 4-4 5 5 5 5 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 5 5 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" 5 5 5 0.13 N.P.T. = - 2.00 0.3000000000023563 0.1000000000000085 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 5-5 0.5 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.1000000000000085 0.1499999999999915 5 Seleccionado Compactado Relleno c/ material e=4" 0.150000053585211 0.1999998928295781 0.1500000535852109 0.150000053585211 0.1999998928295781 0.1500000535852109 \A1;.13 \A1;.30 \A1;.15 \A1;.50 \A1;.80 \A1;.10 \A1;.15 \A1;.150 \A1;.20 \A1;.150 \A1;.150 \A1;.20 \A1;.150 0.1300000000000807 Esc. 1/25 SECCION 6-6 0.1350000000000023 0.1299999999999954 0.3999999999999999 0.1350000000000022 N.P.T. = - 2.00 Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido 0.1000000000000085 0.1499999999999915 5 0.7999999999999972 N.F.C. = - 3.05 N.P.T. = - 2.00 0.1000000000000085 0.1499999999999916 5 \A1;.135 \A1;.13 \A1;.40 \A1;.135 \A1;.15 \A1;.80 \A1;.15 \A1;.13 \A1;.10 \A1;.15 \A1;.10 \A1;.15 N.P.T. = -2.00 0.3000000000000007 0.0999999999998229 0.1500000000001771 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 7-7 0.15 0.15 0.5 0.1500000007450595 0.1000000000000014 Propio Compactado Relleno c/ material Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 0.7999999999999972 0.2 0.15 0.15 0.2 \A1;.30 \A1;.15 \A1;.15 \A1;.50 \A1;.15 \A1;.10 \A1;.80 \A1;.20 \A1;.15 \A1;.15 \A1;.20 N.P.T. = -2.00 0.3000000000000007 0.0999999999998229 0.1500000000001771 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 8-8 0.1250000535852109 0.1250000535852109 0.5 0.1500000007450595 0.1000000000000014 Propio Compactado Relleno c/ material Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 0.7999999999999972 0.2499998928295781 0.1250000535852109 0.1250000535852109 0.2499998928295781 \A1;.30 \A1;.125 \A1;.125 \A1;.50 \A1;.15 \A1;.10 \A1;.80 \A1;.25 \A1;.125 \A1;.125 \A1;.25 \A1;1.60 \A1;.80 \A1;.10 \A1;.10 \A1;.15 \A1;h1=.40 \A1;1.60 \A1;.30 \A1;h1=.40 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.80 \A1;.30 \A1;.15 \A1;.25 A 0.2300000000000182 N.P.T. = - 2.00 0.3000000000023562 0.1000000000000085 0.1499999999999915 5 0.1000000001489951 0.1499999992549534 0.4000000000000001 0.1500000005960516 N.V.T. = - 2.00 c/ Sello Asfaltico e=1/2" Junta de Dilatación 5 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 9-9 0.1250000535852109 0.2499998928295781 0.5 0.1250000535852109 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 3.35 propio compactado Relleno c/ material 0.7999999999976382 0.2499998928295781 0.25 \A1;.23 \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;0.60 a 1.50 m. \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.25 \A1;.25 \A1;3.50 \A1;.28 \A1;3.22 \A1;3.50 \A1;3.22 \A1;.28 \A1;.28 \A1;4.37 \A1;2.89 \A1;4.37 \A1;4.09 \A1;2.61 \A1;4.09 \A1;.28 \A1;.28 \A1;.28 \A1;.28 \A1;3.300 \A1;3.070 \A1;3.250 \A1;3.050 \A1;3.020 \A1;2.820 \A1;.230 \A1;.230 \A1;.230 \A1;.230 \A1;3.25 \A1;3.02 \A1;.23 \A1;.23 \A1;.23 \A1;.23 \A1;.23 \A1;.38 \A1;.23 \A1;.13 \A1;.135 \A1;.13 \A1;.40 \A1;.135 \A1;.15 \A1;.80 \A1;.15 \A1;.26 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;0.50 a 1.50 m. \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;.20 \A1;.25 \A1;.50 \A1;.80 \A1;.25 \A1;.20 \A1;.10 \A1;.15 \A1;.26 \A1;.05 \A1;0.50 a 1.50 m. \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.15 \A1;.20 \A1;.25 \A1;.50 \A1;.80 \A1;.20 \A1;.25 \A1;.26 \A1;.10 \A1;.15 \A1;.05 \A1;.30 \A1;.15 \A1;.10 \A1;.80 \A1;.10 \A1;.15 \A1;.13 \A1;.30 \A1;.15 \A1;.125 \A1;.25 \A1;.50 \A1;.125 \A1;.80 \A1;.10 \A1;.15 \A1;.125 \A1;.25 \A1;.125 \A1;.26 \A1;.30 \A1;.15 \A1;.25 \A1;.50 \A1;.25 \A1;.80 \A1;.10 \A1;.15 \A1;.25 \A1;.25 \A1;.10 \A1;.15 \A1;.15 \A1;.20 \A1;.25 \A1;.50 \A1;.25 \A1;.20 \A1;.05 \A1;.30 \A1;.15 \A1;.10 \A1;.80 \A1;.20 \A1;.25 \A1;.50 \A1;.20 \A1;.175 \A1;.10 \A1;.15 \A1;.125 \A1;.125 \A1;.125 \A1;.30 \A1;.15 \A1;.10 \A1;.80 \A1;.20 \A1;.25 \A1;.50 \A1;.20 \A1;.175 \A1;.10 \A1;.15 \A1;.125 \A1;.26 \A1;.30 \A1;.30 \A1;.15 \A1;.10 \A1;.80 \A1;.20 \A1;.25 \A1;.50 \A1;.20 \A1;.10 \A1;.15 \A1;.125 \A1;.135 \A1;.13 \A1;.40 \A1;.135 \A1;.15 \A1;.80 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.30 \A1;.25 \A1;.075 \A1;.30 \A1;.20 \A1;.075 Lado "A" = 1.00 a 1.20 m Lado "B" = 1.00 a 1.20 m .20 .20 .20 .20 .20 .10 .15 .15 .15 .10 .15 .10 .10 .20 .15 .20 .20 .20 .15 .10 .10 \A1;.23 \A1;.38 \A1;.23 \A1;.13 \A1;.23 \A1;.23 \A1;.30 \A1;.25 \A1;.075 \A1;.30 \A1;.20 \A1;.075 .25 .30 .30 .25 .30 .30 .30 .30 \A1;ANCHO DE COLUMNA \A1;Lg \A1;Lg \A1;ALTURA DE VIGA \A1;Ldg \A1;L/4 \A1;L \A1;L/4 \A1;M inferio \A1;L/4 \A1;L/4 \A1;M superior \A1;L/3 \A1;L/3 \A1;L/3 Ldg 3D CEL TEXMAP 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 4WAY BAR PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 AMOEBA PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 APE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.43") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 APE BUMP 0.6667,0.4667,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.72") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 AQUA GLAZE 0.0000,0.6353,0.6235 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.2") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BEIGE MATTE 0.6824,0.5647,0.4392 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BEIGE PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BEIGE PLASTIC 0.6824,0.5647,0.4392 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.69") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLACK MATTE 0.0667,0.0667,0.0667 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.91") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLACK PLASTIC 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.31") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE GLASS 0.3333,0.3961,0.7843 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.48") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE GOOSE 0.7843,0.8157,0.9412 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.37") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE MARBLE 0.1529,0.1529,0.4235 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.66") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE MATTE 0.0000,0.0000,0.7412 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE METALIC 0.1529,0.1647,0.3098 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.75") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLANET 0.0000,0.0000,0.4549 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.57") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 27 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.73") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 50 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE PLASTIC 77 0.0824,0.1725,0.6510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE RINGS 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE/GREEN/CYAN 0.0000,1.0000,0.9804 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.37") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUE/GRN 3DS 0.8510,0.8510,0.8510 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.18") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BLUESTRIPE PATRN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRASS GIFMAP 0.5804,0.4196,0.1882 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.58") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRASS VALLEY 0.5843,0.4235,0.2353 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.61") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRIGHT LIGHT 0.8314,0.7490,0.5922 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.72") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BRIGHT OLIVE 0.4627,0.5843,0.4078 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.8") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BRICK 0.0000,0.0000,0.1216 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.69") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BRICK 2S 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BUMPYBRICK 0.6039,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.93") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN MATTE 0.6039,0.2275,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPY CAMOUFLAGE 0.7922,0.7922,0.7922 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPY GRID 0.3961,0.2980,0.2275 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.46") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPY METAL 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.54") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPYPATRN GLASS 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.71") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPYWHITE STONE 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.93") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER OPA/SHIN 0.5843,0.7569,0.8157 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.43") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER OPAC PUR 1.0000,0.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.64") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER OPACITY 0.5020,0.2039,0.2275 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.64") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHECKER TEXTURE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME BLUE SKY 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.52") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME GIFMAP 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.39") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME LAKE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.4") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME PEARL 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.65") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME SKY 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.54") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME SUNSET 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.52") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME VALLEY 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME VICTORIAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.6") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CLOVER PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 COLOR-X PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 COPPER 0.4275,0.2627,0.2196 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.72") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CREAM PLASTIC 0.7569,0.7686,0.4588 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CROSSHATCH PATRN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CRUISER 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CYAN MATTE 0.0000,0.7333,0.7333 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CYAN METALIC 0.1451,0.2275,0.3255 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.77") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CYM-TINTED APE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK BROWN MATTE 0.2980,0.1098,0.0431 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK GRAY LUSTER 0.1098,0.1098,0.1098 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.79") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK GRAY MATTE 0.2196,0.2196,0.2196 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK OLIVE MATTE 0.2275,0.2627,0.0980 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK WOOD INLAY 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK WOOD TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.9") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 EYEBALL PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.83") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLASS 0.4078,0.4078,0.4078 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.54") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 0.9294,0.8627,0.7569 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 3D MAP 0.9765,0.8000,0.3765 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.39") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "0")(11 "Ks" "1")(11 "roughness" "0.7") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY MARBLE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.66") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY MATTE 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY/BLUE PAINT 0.5020,0.5882,0.6824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.89") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN GLASS 0.4039,0.7843,0.3294 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.48") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN MATTE 0.1804,0.3137,0.1451 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN PLASTIC 0.1529,0.6627,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.21") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN VINES 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.91") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 JUPITER TEXMAP 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.77") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LEADED BMP GLASS 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.48") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LIGHT WOOD TILE 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.9") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LITEWOOD SHINGLS 1.0000,1.0000,1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.93") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - GREEN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.13") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - PALE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.57") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE - TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.23") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MAROON PEARL 0.5098,0.3176,0.4392 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.66") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \W1.5;ALMACEN \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.50000x;JARDINERA DE CONCRETO \W1.50000x;ACABADO: FROTACHDO Y PINTADO CON \W1.50000x;LATEX LAVABLE \W1.50000x;COLOR: ROJO CORAL M2 MODULO 2 \W1.50000x;PROYECCION VIGA \W1.50000x; DE CIMENTACION \W1.50000x;PROYECCION VIGA \W1.50000x; DE CIMENTACION \W1.50000x;PROYECCION VIGA \W1.50000x; DE CIMENTACION \W1.50000x;SOBRECIMIENTO \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.5;VEREDA EXTERIOR \W1.50000x;PISO: CONCRETO PULIDO Y BRU\W1.50000x;Ñ\W1.50000x;ADO \W1.50000x;COLOR: NATURAL \C7;N.P.T. +0.15 \W1.50000x;PROYECCION VIGA \W1.50000x; DE CIMENTACION C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A \W1.50000x;PROYECCION VIGA \W1.50000x; DE CIMENTACION \W1.50000x;PROYECCION VIGA \W1.50000x; DE CIMENTACION C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A \W1.50000x;PROYECCION VIGA \W1.50000x; DE CIMENTACION VC-1 (0.25x0.30) Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 C-A C-A C-A C-A 1 VC-2 (0.25x0.30) 4 5 6 9 3 3 3 3 9 6 5 4 1 3 3 3 3 PLANO DE CIMENTACION ESCALA 1/50 A C B D A E D CUADRO DE COLUMNAS C - 1 .23 x 0.23 (1) 4Ø1/2" + (2) 2Ø1/2" Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 C - 2 C - A 0.13 x 0.23 4Ø3/8" Ø 1/4":1@0.05, Rto.@0.20 0.23 x 0.38 Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 ESCALA: 1/25 (1) 4Ø1/2" + (2) 2Ø1/2" C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 .23 .23 1 1 1 1 2 2 .23 .38 1 1 1 1 2 2 .23 .13 1 1 5 Esc. 1/25 SECCION 10-10 .135 .13 .40 .135 N.P.T. = + 0.15 Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido .10 .15 .15 .80 N.F.C. = - 0.90 N.P.T. = + 0.15 .10 .15 .15 0.50 a 1.50 m. N.P.T. = + 0.15 .30 .10 .15 .15 .10 .15 .40 .15 N.V.T. = + 0.15 c/ Sello Asfaltico e=1/2" Junta de Dilatación Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 1-1 .20 .25 .50 .05 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 propio compactado Relleno c/ material .80 .25 .20 5 N.P.A. = - 0.10 1 1 1 1 2 2 VC-2 (0.25x0.30) VC-2 (0.25x0.30) VC-2 (0.25x0.30) 3 3 0.50 a 1.50 m. .30 .10 .15 .15 .10 .15 .40 .15 .20 .25 .50 .05 .80 .20 .25 5 AREA VERDE = + 0.00 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 4 Ø 1/2" VEREDA = + 0.15 N.P.T. = + 0.15 Esc. 1/25 SECCION 3-3 Seleccionado Compactado Relleno c/ material e=4" c/ Sello Asfaltico e=1/2" Junta de Dilatación Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" propio compactado Relleno c/ material N.P.T. = -2.00 .30 .10 .15 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 2-2 .15 .10 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 .80 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 N.P.T. = - 2.00 .30 .10 .15 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 4-4 .25 .50 .25 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 propio compactado Relleno c/ material .80 .10 .15 .15 Seleccionado Compactado Relleno c/ material e=4" .25 .25 Estr. Ø3/8, 1a.05, 2a.15, 3a.20, rto a .35 c/ext 4 Ø 1/2" .15 .20 .25 .50 .05 .25 .20 propio compactado Relleno c/ material VC-1 (0.25x0.30) VC-1 (0.25x0.30) VC-1 (0.25x0.30) 5 5 5 5 6 6 N.P.T. = + 0.15 .30 .10 .15 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 6-6 .15 .10 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 .80 .20 .25 .50 .125 .20 .175 propio compactado Relleno c/ material .125 VEREDA = + 0.15 .30 .10 .15 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 5-5 .15 .10 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 .80 .20 .25 .50 .125 .20 .175 propio compactado Relleno c/ material .125 5 c/ Sello Asfaltico e=1/2" Junta de Dilatación N.P.T. = + 0.15 5 5 5 5 5 5 7 7 Seleccionado Compactado Relleno c/ material e=4" N.P.T. = + 0.15 .30 .10 .15 Seleccionado Compactado Relleno c/ material e=4" Esc. 1/25 SECCION 7-7 .15 .10 C:H = 1:10 + 30% P.G. Cimiento Corrido N.F.C. = - 1.20 .80 .20 .25 .50 .125 .20 propio compactado Relleno c/ material .30 Seleccionado Compactado Relleno c/ material e=4" 8 8 10 10 11 11 9 9 Esc. 1/25 SECCION 11-11 .135 .13 .40 .135 N.P.T. = + 0.15 Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido .10 .15 .15 .80 N.F.C. = - 0.90 N.P.T. = + 0.15 .10 .15 .15 10 10 10 10 10 10 11 11 10 10 7 7 7 7 RESPONSABLE: Fecha : INDICADA \fStylus BT|b1|i0|c0|p0;ESCALA : \fStylus BT|b1|i0|c0|p0;DIST. : \fStylus BT|b1|i0|c0|p0;PROV. : \fStylus BT|b1|i0|c0|p0;REGIÓN : Representante Legal : Lamina : 18 Plano : Proyecto : Especialidad : E-02 ESTRUCTURA CIMENTACIONES Y DETALLES LOCALIDAD: 1 5 5 1 1 1 .075 CUADRO DE VIGAS DE CIMENTACION CORTE X-X 0.25 x 0.30 (VC-1, VC-3, VC-4) (1) 4Ø1/2" Ø 3/8":1@0.05, 2@0.15, 3@0.20, Rto.@0.35 a/e CORTE Y-Y 0.20 x 0.30 (VC-2) ESCALA: 1/25 (1) 4Ø1/2" 1 5 5 1 1 1 .075 Ø 3/8":1@0.05, 2@0.15, 3@0.20, Rto.@0.35 a/e Lado "A" = 1.00 a 1.20 m Lado "B" = 1.00 a 1.20 m Z-01-02 h=0.40m C-1 C-A C-A PLANTA Z-1, Z-2 (Planta Tipica) Refuerzo lado "A" = Ø1/2"@0.175 Refuerzo lado "B" = Ø1/2"@0.175 A A ESC: 1/25 REFUERZO CUADRO DE ZAPATAS Ø m. Ø LADO "A" B (m) Peralte h1 (m) A (m) zapatas Sección Zapata LADO "B" Cantidad H(m) ND 1/2" 1/2" @ @ 1.20 1.20 8 m. 0.175 0.175 0.40 -0.55 1.60 TIPO Z-1 Columna Tipo de: C-1 1/2" 1/2" @ @ 1.00 1.00 6 0.175 0.175 0.40 -0.55 1.60 Z-1 C-1 5 (tip.) 5 (tip.) cada 3 hiladas SOBRECIMIENTO CIMIENTO CORRIDO COLUMNA C-A C-A 2Ø3/8" 5 2Ø3/8" 1Ø3/8" (tip.) cada 3 hiladas C-A CIMIENTO CORRIDO .20 ESTRUCTURAL 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" .20 S/E DETALLE DE COLUMNETA DE AMARRE 5 2 Ø 1/4" 5 5 5 5 5 5 5 5 5 2 Ø 1/4" 5 5 .20 5 VIGA DE CONEXION VIGA DE CONEXION 5 5 CUADRO DE COLUMNAS C - 1 .23 x 0.23 (1) 4Ø1/2" + (2) 2Ø1/2" Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 C - 2 C - A 0.13 x 0.23 4Ø3/8" Ø 1/4":1@0.05, Rto.@0.20 0.23 x 0.38 Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 ESCALA: 1/25 (1) 4Ø1/2" + (2) 2Ø1/2" .23 .23 1 1 1 1 2 2 .23 .38 1 1 1 1 2 2 .23 .13 1 5 5 1 1 1 .075 CUADRO DE VIGAS DE CIMENTACION CORTE X-X 0.25 x 0.30 (VC-1, VC-3, VC-4) (1) 4Ø1/2" Ø 3/8":1@0.05, 2@0.15, 3@0.20, Rto.@0.35 a/e CORTE Y-Y 0.20 x 0.30 (VC-2) ESCALA: 1/25 (1) 4Ø1/2" 1 5 5 1 1 1 .075 Ø 3/8":1@0.05, 2@0.15, 3@0.20, Rto.@0.35 a/e RESPONSABLE: Fecha : INDICADA \fStylus BT|b1|i0|c0|p0;ESCALA : \fStylus BT|b1|i0|c0|p0;DIST. : \fStylus BT|b1|i0|c0|p0;PROV. : \fStylus BT|b1|i0|c0|p0;REGIÓN : Representante Legal : Lamina : 18 Plano : Proyecto : Especialidad : E-03 ESTRUCTURA VIGA Y DETALLES LOCALIDAD: DETALLE ENCUENTRO DE VIGA Y COLUMNA TRAMO INTERMEDIO 2 Ø 1/2" 2 Ø 1/2" C-1 ESC .1/25 .25 TRAMO FINAL .30 2 Ø 1/2" 2 Ø 1/2" C-1 .30 C-1 2 Ø 1/2" 2 Ø 1/2" .25 2 Ø 1/2" 2 Ø 1/2" C-1 .30 .30 .30 .30 \A1;r \A1;a d r a 1/4" 3/8" 2cm 3cm 8cm 10cm 45 45 d de columna o viga RECUBRIMIENTO RECUBRIMIENTO DETALLE TIPICO DE DOBLADO DE ESTRIBOS EN VIGAS Y COLUMNAS ESCALA:S/E Lt : LONGITUD DE TRASLAPE Lg : LONGITUD DE GANCHO Ldg : LONGITUD DE ANCLAJE SUPERIOR ACERO LONGITUDINAL Ldg ANCHO DE COLUMNA Lg Lg ALTURA DE VIGA INFERIOR ACERO LONGITUDINAL Rec. 4cm. Ldg Rec. 4cm. DETALLE TIPICO DE ANCLAJE DE REFUERZO DE VIGAS ESCALA:S/E VALORES DE " M " L/4 L d ACERO 3/8" 1/2" Pulg. 5/8" L/4 M inferio M superior 45.00 50.00 cm. 60.00 M inferior 40.00 40.00 cm. 50.00 L/4 L/4 M superior L/3 L/3 L/3 \A1;0.25 \A1;0.40 CORTE X ESC. 1/10 \T0.9;Cruz de San Andres \T0.9;B.I:2L 2"x2"x3/16" \T0.9;B.S:2L 2"x2"x3/16" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;\U+22053/8"@ 2.0m 0.30 0.10 0.30 0.10 0.10 0.30 0.10 0.15 .05 -246.6826367732456 DETALLE TIPICO DE ALIGERADO h=0.20 m. -246.6826367732456 -246.6826367732456 -246.6826367732456 ESCALA 1/10 -246.6826367732456 -246.6826367732456 -246.6826367732456 -246.6826367732456 -246.6826367732456 Temperatura Ø 1/4" @ 0.25 mts. 0.25 0.25 0.25 ESCALA 1/25 VIGA V-1 0.25 3Ø1/2" 3Ø1/2" Estribaje Ø 3/8" 1@ 0.05, 4 @ 0.10, Rto @ 0.20 C/Ext. 6 Ø 1/2" (Corridos) 5 5 2 Ø 3/8" (Corridos) ESCALA 1/25 VB - 1 § Ø 1/4" 1 @ 0.05, Rest. @ 0.20 C/E. 0.10 0.20 0.25 0.20 0.25 ESCALA 1/25 VIGA V-2 0.2000000000000455 3Ø1/2" 3Ø1/2" Estribaje Ø 3/8" 1@ 0.05, 4 @ 0.10, Rto @ 0.20 C/Ext. 6 Ø 1/2" (Corridos) \A1;3.00 \A1;1.90 \A1;2.10 \A1;1.00 \A1;2.00 \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;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 3.19 1.50 3.50 2.78 2.43 2.34 2.26 2.24 2.23 2.20 7.15 6.47 8.27 8.34 6.65 8.36 8.37 9.54 0.80 6.64 1.50 1.63 1.67 1.68 1.84 1.73 2.58 2.96 3.18 3.04 \A1;7.20 \A1;7.20 \A1;7.20 \A1;10.62 \A1;9.35 \A1;6.43 \A1;1.00 \A1;1.00 \A1;2.00 1.84 1.35 2.00 1.88 1.65 3.53 1.30 1.76 3.06 1.90 1.59 3.49 1.40 1.38 0.61 1.82 0.54 1.80 1.85 0.41 0.38 1.84 0.40 1.87 0.37 1.87 0.33 1.90 0.20 2.00 2.22 2.27 7.15 5.47 7.15 5.47 5.47 7.15 5.47 7.15 5.47 7.15 5.47 7.15 0.20 0.70 0.50 0.80 5.47 0.60 0.50 0.80 0.57 0.50 0.80 5.84 0.57 0.50 0.80 0.53 0.50 0.80 0.55 0.50 0.80 0.50 0.50 0.80 6.81 0.70 0.50 0.62 0.50 0.70 7.55 0.60 0.50 0.80 0.10 0.50 0.70 7.93 0.35 0.50 0.80 9.82 0.15 0.50 0.70 8.01 0.20 0.50 9.94 1.70 1.71 2.89 3.30 5.47 7.14 6.04 4.37 5.77 5.50 5.36 5.07 4.80 1.67 1.40 0.43 0.70 5.15 7.33 0.99 8.32 1.13 10.32 \A1;1.00 \A1;.30 \A1;1.00 \A1;.50 \A1;.50 3.20 12.32 A A 5 5 5 5 0.0250000000000341 5 0.0999999999999659 0.0500000000000113 1ra Etapa 2da Etapa Falso Piso Pintura Asfaltica ESC:1/5 JUNTA DE CONTRACCIÓN \A1;.10 \A1;.05 5 Vereda o Falso Piso Relleno con mortero Asfaltico Relleno Carton Embreado Solado de Concreto 1/10 en junta 5 0.1999999999999886 0.0999999999999765 Relleno con Afirmado compactado al 100% Proctor Modificado Terreno Natural compactado al 95% Proctor Modificado CORTE Z-Z ESC:1/5 DETALLE JUNTA DE DILATACIÓN Y TRATAMIENTO DE SUELO PARA VEREDAS 0.1499999999999773 JUNTA DE DILATACIÓN e=1/2" .30 .20 .10 Ver cuadro de zapatas 5 Sobrecimiento Sobrecimiento N.T.N. = -2.15 N.V.T. = -2.00 N.T.N. = -2.15 N.P.T. =-2.00 Cimiento Corrido Estribos de confinamiento @ 0.20 m Cimiento Corrido 1.600000006243684 0.7999999455609342 0.0999999710667154 0.0999999999999446 0.1499999993083063 5 N.C.C. =-3.35 N.F.Z. =-3.85 1.60000000069169 0.300000002075091 5 0.1499999993083065 0.1503388068616898 0.0999999986166031 0.099999998616596 Falsa zapata C:H = 1:12 + 30% P.G. 1.199999999999989 Esc. 1/25 DETALLE DE ZAPATAS AISLADAS (CORTE X-X) Viga de Conexión Viga de Conexión 0.8000000000000044 0.3000000272194931 0.1499999993083063 \A1;1.20 \A1;.025 \A1;.0125 \A1;.025 \A1;.0125 \A1;.025 \A1;.020 .15 \A1;1.60 \A1;.80 \A1;.10 \A1;.10 \A1;.15 \A1;h1=.40 \A1;1.60 \A1;.30 \A1;h1=.40 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.80 \A1;.30 \A1;.15 \A1;.25 A NIV± \A1;1.13 \A1;1.05 \A1;3.54 \A1;0.50 \A1;2.50 \A1;4.59 \A1;3.00 \A1;7.59 \A1;0.89 \A1;2.50 \A1;2.19 \A1;0.31 \A1;0.50 \A1;0.99 \A1;2.05 \A1;2.69 \A1;0.31 \A1;4.66 \A1;3.00 \A1;3.54 \A1;0.50 \A1;2.50 \A1;4.59 \A1;3.00 \A1;7.59 \A1;0.89 \A1;2.50 \A1;2.19 \A1;0.31 \A1;1.05 \A1;2A \A1;2A \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;1.00 \A1;1.30 \A1;1.00 \A1;0.75 \A1;0.40 \A1;0.90 \A1;1.10 \A1;0.90 \A1;1.10 \A1;0.90 \A1;1.10 \A1;0.90 \A1;0.40 \A1;0.30 \A1;0.51 \A1;2.80 \A1;0.49 \A1;0.30 \A1;7.70 \A1;0.30 \A1;1.25 \A1;1.25 \A1;2.75 \A1;1.25 \A1;1.20 \A1;1.28 \A1;8.15 \A1;4.10 \A1;8.00 \A1;8.15 \A1;2.16 \A1;0.15 \A1;2.19 \A1;0.80 \A1;5.00 \A1;0.19 \A1;2.59 \A1;6.10 \A1;2.01 \A1;10.70 \A1;3.20 \A1;4.94 \A1;0.80 \A1;1.76 \A1;2.59 \A1;6.10 \A1;2.01 \A1;0.30 \A1;7.70 \A1;0.30 \A1;3.80 \A1;0.30 \A1;7.70 \A1;0.30 \A1;7.70 \A1;0.30 \A1;2.16 \A1;8.15 \A1;4.10 \A1;8.00 \A1;8.15 \A1;0.30 \A1;0.30 \A1;0.88 \A1;28.40 \A1;0.00 \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;1.00 \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;1.00 \A1;1.00 \A1;1.00 \A1;.135 \A1;.13 \A1;.40 \A1;.135 \A1;.15 \A1;.80 \A1;.15 \A1;.135 \A1;.13 \A1;.40 \A1;.135 \A1;.15 \A1;.80 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.150 \A1;.40 \A1;b = 0.55 \A1;.55 \A1;.55 \A1;0.40 \A1;0.90 \A1;1.10 \A1;0.90 \A1;1.10 \A1;0.90 \A1;1.10 \A1;0.90 \A1;0.40 \A1;0.30 \A1;0.51 \A1;2.80 \A1;0.49 \A1;0.30 \A1;7.70 \A1;0.30 \A1;1.25 \A1;1.25 \A1;2.75 \A1;1.25 \A1;1.20 \A1;1.28 \A1;8.15 \A1;4.10 \A1;8.00 \A1;8.15 \A1;2.16 \A1;0.15 \A1;2.19 \A1;0.80 \A1;5.00 \A1;0.19 \A1;0.00 \A1;2.59 \A1;6.10 \A1;2.01 \A1;10.70 \A1;2.19 \A1;2.46 \A1;1.84 \A1;0.80 \A1;3.20 \A1;4.94 \A1;0.80 \A1;1.76 \A1;2.59 \A1;6.10 \A1;2.01 \A1;0.30 \A1;7.70 \A1;0.30 \A1;3.80 \A1;0.30 \A1;7.70 \A1;0.30 \A1;7.70 \A1;0.30 \A1;2.16 \A1;8.15 \A1;4.10 \A1;8.00 \A1;8.15 \A1;1.50 \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;1.00 \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;1.00 \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.88 \A1;28.40 \A1;.135 \A1;.13 \A1;.40 \A1;.135 \A1;.15 \A1;.80 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;1A 1.OO a 1.20m 1.OO a 1.20m 2.20 VARIA DE 5.00 A 7.00 1.50 0.40 \A1;.23 \A1;.23 \A1;.23 \A1;.38 \A1;.23 \A1;.13 \A1;.25 (Tip.) \A1;.25 (Tip.) d3/8:@.10 0.70 0.50 1.00 1.00 a 1.20 variable d3/8: 1@.05; 8@.10; Rto. Ver Cuadro \A1;1.00 \A1;.40 \A1;.40 \A1;.03 \A1;.05 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.40 \A1;0.03 \A1;.05 \A1;.05 \A1;.03 \A1;V A R I A B L E \A1;.10 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;.15 \A1;.10 5.45 3.70 1.20 1.80 0.25 1.20 0.25 1.80 2.40 1.00 5.45 3.70 1.20 3.51 7.48 6.91 3.89 1.00 5.45 3.70 1.20 8 7 6 5 4 3 2 1 9 A A IMPORTANTE : - DE LA ESTRUCTURA DE ACERO AISC-LFRD 99 ULTIMA EDICION: ACERO ESTRUCTURAL : ASTM A-36 (fy = 36 ksi / fy 2520 kg/cm2) PLANCHAS Y PERFILES ESPECIFICACIONES TECNICAS PARA LA FABRICACION Y MONTAJE : ELECTRODOS AWS-A 5.1 SERIE E - 60 XX - - - SOLDADURA \LESPECIFICACIONES TECNICAS DE LA ESTRUCTURA DE ACERO EL TRABAJO DE LA SOLDADURA DEBERA SER EFECTUADO POR ESPECIALISTAS CON EXPERIENCIA, PARA QUE EL CORDON DE COSTURA DE LA SOLDADURA SEA NORMAL Y EVITAR REQUEMADURAS EN LAS PARTES A SOLDARSE, EL ESPECIALISTA ANTES DE EFECTUAR EL TRABAJO DEBERA REVIZAR TODOS LOS ELEMENTOS CONFORMANTES REPASANDO CON ESCOBILLA DE ALAMBRE DE ACERO EN LAS ZONAS DE LAS PARTES A SOLDARSE Y DE ESTA MANERA EFECTUAR UNA UNION SOLDADA LIMPIA. LA SOLDADURA DE LAS UNIONES DEBERA DESARROLLAR LA CAPACIDAD EN TRACCION DE CADA ELEMENTO CONCURRENTE Y DEBERA USARSE EL DIAMETRO (d) DE LA VARILLA DE SOLDADURA QUE SE ESPECIFICA EN LOS PLANOS. 1.- TODAS LAS MEDIDAS ESTAN DADAS EN METROS (SALVO INDICACIÓN) Y DEBERAN SER VERIFICADAS EN OBRA PARA EVITAR ERRORES DE FABRICACION Y MONTAJE. 2.- LAS PERFORACIONES EN LAS PLANCHAS PARA LOS PERNOS Y ARRIOSTRES SERAN 1/16" MAYORES QUE EL DIAMETRO NOMINAL DEL PERNO. 3.- EL RADIO INTERIOR DE DOBLEZ PARA TODOS LOS PERFILES DOBLADOS EN FRIO SERA IGUAL AL ESPESOR DE LA PLANCHA. 4.- LAS PLANCHAS METALICAS DE LA COBERTURA SE FIJARAN A LAS VIGUETAS CON TORNILLOS AUTORROSCANTES CON ARANDELA DE NEOPRENE. ALTERNATIVAMENTE SE PODRAN USAR REMACHES, TORNILLOS U OTRO MEDIO DE FIJACION PROBADO Y RECOMENDADO POR EL FABRICANTE. 5.- LA INSTALACION DE LAS COBERTURAS SE EJECUTARA SEGUN LAS ESPECIFICACIONES TECNICAS Y CONSTRUCTIVAS DEL CATALOGO DEL FABRICANTE PROVEEDOR. ACERO CORRUGADO : ASTM A-615 (G-60 -4,200 kg/cm2) : ELECTRODOS AWS-A 5.1 SERIE E - 70 XX (PARA ACERO AL CARBONO) EN CORDONES CONTÍNUOS ALREDEDOR DE LAS UNIONES, SALVO INDICACIÓN. : A-325 PERNOS DE ANCLAJE EL FABRICANTE DE LA ESTRUCTURA DE ACERO DEBERA PRESENTAR EN OBRA TODOS LOS EQUIPOS MECANICOS NECESARIOS PARA EFECTUAR EL MONTAJE DE ACUERDO CON LAS NORMAS TECNICAS DE MONTAJE, SEGURIDAD Y PREVISION PROTECCION: LA ESTRUCTURA DE ACERO SE PROTEGERA CON PINTURA ANTICORROSIVA LA QUE CONSTARA DE LAS SIGUIENTES CAPAS: A) PREPARACION DE LA SUPERFICIE: ARENADO CON METAL BLANCO SPC-SP6 B) IMPRIMANTE C) ANTICORROSIVO EPÓXICO DE ALTO CONTENIDO DE SÓLIDOS, 1 CAPA DE 4 MILS DE ESPESOR MÍN. DE PELÍCULA SECA. D) ACABADO POLIURETANO 1 CAPA DE ESPESOR MÍN. 2 MILS DE PELÍCULA SECA. NORMAS Y CODIGOS APLICABLES: LA CALIDAD Y TRABAJO DE LA SOLDADURA CONFORMARA CON EL CODIGO DE SOLDADURA AWS D1.0-89 DE LA SOCIEDAD AMERICANA DE SOLDADURA (AMERICAN WELDING SOCIETY). -MATERIALES : AMERICAN SOCIETY FOR TESTIN AND MATERIAL- ASTM -ACERO : AMERICAN INSTITUTE OF STEEL CONSTRUCTION - AISC -PINTURA : STEEL STRUCTURES PAINTING COUNCIL - SSPC -SOLDADURA : AMERICAN WELDING SOCIETY - AWS - - - 5 5 5 5 5 5 5 5 5 5 5 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-1 CIMENTACIONES MODULO N°4 Escala 1/50 1 2 3 4 5 6 7 A B C D F G 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 A B C D F G C-1 C-1 C-1 C-1 C-1 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 E E 5 N. Pavimento =-0.10 N. Pavimento =-0.10 N.T.N = -2.10 CIMENTACION EJE 1-1 N.F.C. = -3.60 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 N.F.C. =-3.29 N.F.C. = -3.63 N.F.C. = -3.16 N.F.C. =-3.59 N.F.C. = -2.88 N.F.C. = -2.53 N.F.C. = -2.44 N.F.C. =-2.36 N.F.C. =-2.32 N.F.C. =-2.37 N.F.C. =-2.34 N.F.C. =-2.33 N.F.C. = -2.30 N.T.N =-1.94 N.T.N = - 1.98 N.T.N = -1.86 N.T.N = -1.69 N.T.N = -1.48 N.T.N = - 0.71 N.T.N = - 0.64 N.T.N = - 0.51 N.T.N =-0.48 N.T.N =-0.50 N.T.N = -0.47 N.T.N =-0.43 N.T.N = - 0.30 CIMENTACION EJE 2-2 CIMENTACION EJE 3-3 CIMENTACION EJE 4-4 CIMENTACION EJE 5-5 CIMENTACION EJE 6-6 CIMENTACION EJE 7-7 5 5 N. Pavimento =-0.10 N. Pavimento =-0.10 N. Pavimento =-0.10 N. Pavimento =-0.10 N. Pavimento =-0.10 N. Pavimento =-0.10 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 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 FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. FALSA ZAPATA C:H = 1:10 + 25% P.M. "MEJORAMIENTO DE LA FLOTA DE TRANSPORTES DE LA UNIVERSIDAD NACIONAL HERMILIO VALDIZAN DE HUANUCO - II ETAPA" UNIVERSIDAD NACIONAL HERMILIO VALDIZAN FECHA: OCTUBRE 2013 ESTRUCTURA LOCALIDAD : Cayhuayna. DISTRITO : Pillcomarca. PROVINCIA : Huánuco. REGIÓN : Huánuco. E-01 ESPECIALIDAD: UBICACIÓN: LAMINA: ESCALA: RESPONSABLE: PLANO: CIMENTACION MODULO 4 OBRA: PROPIETARIO: INDICADA ING. AMANCIO MATIAS PROSPERO RESIDENTE DE OBRA 5 nivel -0.10 5 nivel + 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \T0.9;Cruz de San Andres \T0.9;acero liso \U+22055/8"@ 0.5m \T0.9;1d5/8" 5 5 CORTE A DETALLE VIGA METALICA DE ARRIOSTRE V-4 \A1;ESCALA 1/25 \T0.9;acero liso de \U+22055/8" 5 5 5 5 5 \W1.5;FOSA DE CAMBIO DE ACEITE N.P.T. -0.85 m \W1.5;ZONA DE LAVADO N.P.T. + 0.15 m Perfiles (Plano de Estructuras) 5 Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B ESCALA :1/50 5 5 5 5 5 5 5 Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) Perfiles (Plano de Estructuras) Canaleta de Plancha Galvanizada. \W1.5;FOSA DE CAMBIO DE ACEITE N.P.T. -0.85 m N.P.T. +0.15 m Techo de calaminon \H0.66667x;(1.1Mx2.75Mx6MM) 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A ESCALA :1/50 Perfiles (Plano de Estructuras) \A1;1A \T0.9;CUADRO DE ARMADURAS T-1 Brida Inf. - tipo A 2L:1 3/4"x1 3/4"x1/8" Brida Sup. - tipo A \T0.9;ACERO A36 (TIPICA) \A1;2A 2L:1 3/4"x1 3/4"x1/8" \A1;3A \A1;3B 2L:1"x1"x1/8" 2L:1 3/4"x1 3/4"x1/8" Diag. y Monts - tipo A Montante (Eje B)- tipo B \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A \A1;3A 2A 2A VER DETALLE 1 VER DETALLE 8 VER DETALLE 6 VER DETALLE 5 VER DETALLE 3 VER DETALLE 4 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.30 1.00 0.75 1 2 3 4 5 A B A 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 A A B B E-01 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 Z-1 C-1 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 .15 Esc. 1/25 SECCION 11-11 .135 .13 .40 .135 N.P.T. = + 0.15 Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido .10 .15 .15 .80 N.F.C. = - 0.90 N.P.T. = + 0.15 .10 .15 .15 Esc. 1/25 SECCION 11-11 .135 .13 .40 .135 N.P.T. = + 0.15 Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido .10 .15 .15 .80 N.F.C. = - 0.90 N.P.T. = + 0.15 .10 .15 .15 Esc: 1/10. CORTE XX: VIGUETA V-1 5 5 1"x1"x1/8" 1d1/2" 1d3/8" d1/2" 1d1/2" DETALLE VIGUETA METALICA V-1 \A1;ESCALA 1/25 5 \Q1.00000;\T0.90000;(tipico) b = 0.55 5 5 X X \W1.50000x;PROY. TECHO 1 2 3 4 5 A B A 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 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 5 E-01 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 Z-1 C-1 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 \W1.5;CTO. BOMBAS \W1.5;CTO. DE HERRAMIENTAS 5 5 10 10 10 10 11 11 12 12 SOBRECIMIENTO (0.15x0.40) CIMIENTO CORRIDO (0.40x0.80) PLANO DE CIMENTACION MODULO 3 ESCALA 1/50 ARMADURA DE TECHO MODULO 3 ESCALA 1/50 10 10 11 11 \W1.5;FOSA DE CAMBIO DE ACEITE \W1.5;FOSA DE CAMBIO DE ACEITE \W1.5;AREA DE TORNO Y REPARACIONES \W2.97619; \W1.50000x;Placa De \W1.50000x;Doncreto Armado \W1.50000x;e=15cm \W1.5;AREA DE LAVADO 1 2 3 4 5 6 1 2 3 4 5 6 \W2.28571; \W1.50000x;Concreto \W2.28571; \W1.50000x;f"=210kg/cm2 \W1.50000x;CERCO PERIMETRICO \W1.50000x;PROYECTADA \W2.73410; \W1.50000x;ALABA\W1.50000x;Ñ\W1.50000x;ILERIA \W2.73410; \W1.50000x;CONFINADA e=15cm \W1.50000x;TECHO CALAMINON SEGUN ESPECIFICACION TECNICA \W1.50000x; \W1.50000x;TECHO CALAMINON SEGUN ESPECIFICACION TECNICA \W1.50000x;TECHO CALAMINON SEGUN ESPECIFICACION TECNICA \W1.50000x;Dado De Concreto \W1.50000x;f"=210kg/cm2 \W2.28571; \W1.50000x;Concreto \W2.28571; \W1.50000x;f"=210kg/cm2 .15 Esc. 1/25 SECCION 10-10 .135 .13 .40 .135 N.P.T. = + 0.15 Seleccionado Compactado Relleno c/ material e=4" C:H = 1:10 + 30% P.G. Cimiento Corrido .10 .15 .15 .80 N.F.C. = - 0.90 N.P.T. = + 0.15 .10 .15 .15 1A \A1;(TIPICO) \A1;ARRIOSTRE DE VIGUETAS-d3/8" \A1;\Q19;TEMPLADOR DIAGONAL LISO DE d1/2" (TIPICO) \W1.50000x;TECHO CALAMINON SEGUN ESPECIFICACION TECNICA \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;V\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;V\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;V\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 \A1;\Q19;VIGUETA-V4 ARMADURA T-1 MODULO 3 ESCALA 1/50 d3/8:@.10 1.OO a 1.20m 1.OO a 1.20m Ø 1/2"@ 0.15m Ø 1/2"@ 0.15m Z - 01(PLANTA TIPICA) ESCALA 1/25 C-1 A A 5 5 5 5 VARIA DE 5.00 A 7.00 5 FALSA ZAPATA C:H = 1:10 + 25% P.M. 1.00 a 1.20 variable Z-01 hz=0.50m N.T.N. = +/- 0.00 N.F.C. = - 2.10 CUADRO DE COLUMNAS TIPO GEOMETRÍA ACERO LONG. ESTRIBOS 5 1 1 1 1 2 2 2 2 C-3 Ø 3/8":espiral cada 0.09m (1) 4d 5/8" (2) 4d 1/2" CUADRO DE COLUMNAS C - 2 .23 x 0.23 (1) 4Ø1/2" + (2) 2Ø1/2" Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 C - 3 C - A 0.13 x 0.23 4Ø3/8" Ø 1/4":1@0.05, Rto.@0.20 0.23 x 0.38 Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 ESCALA: 1/25 (1) 4Ø1/2" + (2) 2Ø1/2" .23 .23 1 1 1 1 2 2 .23 .38 1 1 1 1 2 2 .23 .13 Esc : 1/25 DETALLE TIPICO DE ZAPATA d3/8: 1@.05; 8@.10; Rto. Ver Cuadro .25 (Tip.) .25 (Tip.) VER DETALLE 2 MMALLA METALICA (Plano de Estructuras) S/E 5 CALAMINON \A1;(TIPICO) \A1;ARRIOSTRE DE VIGUETAS-d3/8" P 2"x4"x1/8" L 1/8" 1/8" 5 P 2"x4"x1/8" L 5 1/8" 1/8" P 2"x4"x1/8" L 5 1/8" 1/8" DETALLE 6 \A1;ESCALA 1/5 DETALLE 5 \A1;ESCALA 1/5 DETALLE 4 \A1;ESCALA 1/5 P 2"x4"x1/8" L 5 1/8" 1/8" DETALLE 7 \A1;ESCALA 1/5 1/8" DETALLE 8 \A1;ESCALA 1/5 P 2"x4"x1/8" L 1/8" 5 1/8" DETALLE 3 \A1;ESCALA 1/5 5 5 5 \LApoyo Fijo PL. e=3/8" 6 Huecos d 18mm p/6 Pernos d 5/8" DETALLE 1 \A1;ESCALA 1/5 5 \W0.7;\T0.75;Esc: 1/10 P 0.25x0.25cmx3/8" L Pernos d 5/8" 5 Ver detalle de apoyo 5 P 0.25x0.10cmx1/4" L Ver detalle de apoyo 1/8" 1/8" 5 Pernos d 5/8" P 0.25x0.25cmx1/4" L Ver detalle de apoyo Grasa Grafitada DETALLE 2 \A1;ESCALA 1/5 1/8" 1/8" P 0.25x0.10cmx1/4" L Ver detalle de apoyo 5 5 DETALLE 9 \A1;ESCALA 1/5 1/8" P 0.25x15x1/4" L 02 Pernos d 5/8" SECCIÓN TIPICA 1/8" 3/16" P 4"x2"x1/8" (BRIDA INFEIOR) MONTANTES y DIAGONALES (Ver Cuadro de Armaduras) 1/8" 1/8" 1/8" 1/8" P 4"x2"x1/8" L (BRIDA SUPERIOR) L V A R I A B L E MONTANTES y DIAGONALES (Ver Cuadro de Armaduras) 5 5 5 5 DE ARMADURAS PL. e=3/8" 6 Huecos d 18mm p/6 Pernos d 5/8" \LApoyo Movil \W0.7;\T0.75;Esc: 1/10 5 5 5 5 C-2 C-2 C-2 C-2 C-2 C-A C-A C-A C-A C-A C-A C-A C-A C-A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.F.Z. = - 1.50 propio compactado Relleno c/ material Seleccionado Compactado Relleno c/ material e=4" ARMADURA T-1 ARMADURA T-1 ARMADURA T-1 ARMADURA T-1 ARMADURA T-1 \A1;0.25 \A1;0.40 CORTE X ESC. 1/10 \T0.9;Cruz de San Andres \T0.9;B.I:2L 2"x2"x3/16" \T0.9;B.S:2L 2"x2"x3/16" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;1d1/2" \T0.9;\U+22053/8"@ 2.0m 0.30 0.10 0.30 0.10 0.10 0.30 0.10 0.15 .05 -246.6826367732456 DETALLE TIPICO DE ALIGERADO h=0.20 m. -246.6826367732456 -246.6826367732456 -246.6826367732456 ESCALA 1/10 -246.6826367732456 -246.6826367732456 -246.6826367732456 -246.6826367732456 -246.6826367732456 Temperatura Ø 1/4" @ 0.25 mts. 0.25 0.25 0.25 ESCALA 1/25 VIGA V-1 0.25 3Ø1/2" 3Ø1/2" Estribaje Ø 3/8" 1@ 0.05, 4 @ 0.10, Rto @ 0.20 C/Ext. 6 Ø 1/2" (Corridos) 5 5 2 Ø 3/8" (Corridos) ESCALA 1/25 VB - 1 § Ø 1/4" 1 @ 0.05, Rest. @ 0.20 C/E. 0.10 0.20 0.25 0.20 0.25 ESCALA 1/25 VIGA V-2 0.2000000000000455 3Ø1/2" 3Ø1/2" Estribaje Ø 3/8" 1@ 0.05, 4 @ 0.10, Rto @ 0.20 C/Ext. 6 Ø 1/2" (Corridos) A A 5 5 5 5 0.0250000000000341 5 0.0999999999999659 0.0500000000000113 1ra Etapa 2da Etapa Falso Piso Pintura Asfaltica ESC:1/5 JUNTA DE CONTRACCIÓN \A1;.10 \A1;.05 5 Vereda o Falso Piso Relleno con mortero Asfaltico Relleno Carton Embreado Solado de Concreto 1/10 en junta 5 0.1999999999999886 0.0999999999999765 Relleno con Afirmado compactado al 100% Proctor Modificado Terreno Natural compactado al 95% Proctor Modificado CORTE Z-Z ESC:1/5 DETALLE JUNTA DE DILATACIÓN Y TRATAMIENTO DE SUELO PARA VEREDAS 0.1499999999999773 JUNTA DE DILATACIÓN e=1/2" .30 .20 .10 Ver cuadro de zapatas 5 Sobrecimiento Sobrecimiento N.T.N. = -2.15 N.V.T. = -2.00 N.T.N. = -2.15 N.P.T. =-2.00 Cimiento Corrido Estribos de confinamiento @ 0.20 m Cimiento Corrido 1.600000006243684 0.7999999455609342 0.0999999710667154 0.0999999999999446 0.1499999993083063 5 N.C.C. =-3.35 N.F.Z. =-3.85 1.60000000069169 0.300000002075091 5 0.1499999993083065 0.1503388068616898 0.0999999986166031 0.099999998616596 Falsa zapata C:H = 1:12 + 30% P.G. 1.199999999999989 Esc. 1/25 DETALLE DE ZAPATAS AISLADAS (CORTE X-X) Viga de Conexión Viga de Conexión 0.8000000000000044 0.3000000272194931 0.1499999993083063 \A1;1.20 \A1;.025 \A1;.0125 \A1;.025 \A1;.0125 \A1;.025 \A1;.020 .15 \A1;1.60 \A1;.80 \A1;.10 \A1;.10 \A1;.15 \A1;h1=.40 \A1;1.60 \A1;.30 \A1;h1=.40 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.80 \A1;.30 \A1;.15 \A1;.25 A \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;1.00 \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;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 1.OO a 1.20m 1.OO a 1.20m 2.20 1.50 1.00 0.70 0.50 1.00 5.50 NIV± \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;1.00 \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;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.80 \A1;2.40 \A1;0.40 \A1;20.00 \A1;0.40 \A1;0.40 \A1;20.40 \A1;.20 \A1;.10 \A1;1" \A1;Lc \A1;.15 \A1;1" \A1;.10 \A1;R15 (int.) \A1;.05 \A1;.15 \A1;.25 \A1;.10 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.05 \A1;0.40 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.40 \A1;0.30 \A1;0.05 \A1;0.05 \A1;.21 \A1;.21 \A1;.21 \A1;.13 \A1;4.00 \A1;0.15 \A1;0.20 \A1;0.15 \A1;.21 \A1;.21 \A1;.21 \A1;.13 \A1;0.027 \A1;Ancho Útil 1.02 m \A1;Ancho Total 1.08 m \A1;0.30 \A1;0.30 \A1;0.22 \A1;0.08 \A1;1.00 \A1;.20 0.40 \A1;.23 \A1;.23 \A1;.23 \A1;.38 \A1;.23 \A1;.13 .40 d3/8: 1@.05; 8@.10; Rto. Ver Cuadro \A1;.25 (Tip.) \A1;.25 (Tip.) d3/8:@.10 8 7 6 5 4 3 2 1 9 M4 MODULO 4 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO 1 1 1 1 1 1 1 2 3 4 5 6 A B A B PLANO DE CIMENTACION MODULO 4 ESCALA 1/50 1.OO a 1.20m 1.OO a 1.20m Ø 1/2"@ 0.15m Ø 1/2"@ 0.15m Z - 01(PLANTA TIPICA) ESCALA 1/25 C-1 A A 5 5 5 5 5 5 FALSA ZAPATA C:H = 1:10 + 25% P.M. 5 Z-01 hz=0.50m N.T.N. = +/- 0.00 N.F.C. = - 2.10 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 5 5 Z-1 C-1 \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO \W1.50000x;PROYECCION DE TECHO 1 1 1 1 1 1 1 2 3 4 5 6 A B A B ESTRUCTURA TECHO MODULO 4 ESCALA 1/50 5 5 5 5 VER DETALLE 2arriostre (fijacion) VER DETALLE 1 FIJACION DE ARCO VER DETALLE 2 (fijacion) VER DETALLE 2 (fijacion) X X 5 5 VER DETALLE 1 FIJACION DE ARCO \T0.9;BRIDA SUPERIOR:2L1 3/4"x1 3/4"x3/16" \T0.9;BRIDA INFERIOR:2L1 3/4"x1 3/4"x3/16" \T0.9;Diagonales:d1/2"@ 0.4m \T0.9;Montantes:d1/2"@ 0.4m 5 \T0.9;Diagonales:d1/2"@ 0.4m \T0.9;Montantes:d1/2"@ 0.4m VER DETALLE 1 FIJACION DE ARCO ARMADURA PARABOLICA ESCALA 1/50 M4 MODULO 4 \A1;(TIPICO) \A1;ARRIOSTRE DE VIGUETAS-d3/8" 5 5 Hueco ø5/16" 1" Lc Tuercas d= d colg. PL 100x200x1/4" Tensores 5 Colgadores DETALLE 2d3/8 1" .10 rosca R15 (int.) 5 5 \Q16.00000;\T0.90000;1/8" 5 .10 DETALLE 2 -FIJACIÓN COLGADOR Elevación. Esc: 1/25 Esc: 1/5 Platina 100x200x1/4" Esc: 1/10 2d1/2 Pin d1" Tensor d 1/2" Pin d1" 5 5 5 5 5 5 5 5 6 Huecos d 18mm p/6 Pernos d 5/8" 5 5 5 5 5 5 5 5 \LApoyo Fijo \LApoyo Movil PL. e=3/8" PL. e=3/8" PL e=3/8" 6 Huecos d 18mm p/6 Pernos d 5/8" Ojo Chino d 7/8" p/6 Pernos d 5/8" DETALLE VIGUETA METALICA \Q1.00000;\T0.90000;(tipico) \A1;ESCALA 1/25 5 5 5 5 B B \Q1.00000;\T0.90000;C \Q1.00000;\T0.90000;L 5 5 5 d3/8" d1/2" d1/2" Esc: 1/10. CORTE B-B Esc: 1/10. CORTE B-B \A1;S/E Esc: 1/10. 5 CALAMINON CURVO: CU ISOMETRIA DE VIGUETA TEJIDO d1/2" Fo. LISO Fo. d1/2" Fo. LISO d1/2" 0.15 d3/8" Fo ARRIOSTRES ENTRE VIGUETAS VIGUETAS \Q1.00000;\T0.90000;(tipico) 5 5 5 5 5 5 Ancho Útil 1.02 m Ancho Total 1.08 m Cinta butyl Cinta butyl PL e=1/4" ARCO METALICO ARCO METALICO ARCO METALICO ARCO METALICO ARCO METALICO ARCO METALICO \A1;TEMPLADOR DIAGONAL \A1;\Q19;LISO DE d1/2" (TIPICO) DETALLE 1 - FIJACION DE ARCO SOBRE COLUMNA ESCALA 1/10 CUADRO DE COLUMNAS TIPO GEOMETRÍA ACERO LONG. ESTRIBOS 5 1 1 1 1 2 2 2 2 C-3 Ø 3/8":espiral cada 0.09m (1) 4d 5/8" (2) 4d 1/2" CUADRO DE COLUMNAS C - 1 .23 x 0.23 (1) 4Ø1/2" + (2) 2Ø1/2" Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 C - 2 C - A 0.13 x 0.23 4Ø3/8" Ø 1/4":1@0.05, Rto.@0.20 0.23 x 0.38 Ø 3/8":1@0.05, 4@0.10, 3@0.15, Rto.@0.20 ESCALA: 1/25 (1) 4Ø1/2" + (2) 2Ø1/2" .23 .23 1 1 1 1 2 2 .23 .38 1 1 1 1 2 2 .23 .13 .40 1 1 1 1 2 2 2 2 \A1;TEMPLADOR DIAGONAL \A1;\Q19;LISO DE d1/2" (TIPICO) Esc : 1/25 DETALLE TIPICO DE ZAPATA d3/8: 1@.05; 8@.10; Rto. Ver Cuadro .25 (Tip.) .25 (Tip.) d3/8:@.10

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Plastic, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio
Tags	agricultural, arpintaria, atelier, atelier de mécanique, atelier de menuiserie, auto, autocad, block, carpentry workshop, DWG, mechanical, mechanical workshop, mechanics, mechanische werkstatt, oficina, oficina mecânica, schreinerei, werkstatt, workshop