Initial Education Institution DWG Section for AutoCAD

Initial Education Institution DWG Section for AutoCAD

Classrooms plane module – Plant – sections – details – dimensions – specifications

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

concrete shelf, made in work, design, scale, plan, project, drawing, location, designer, province, district, place, department, revised, date, colored and brunado, polished concrete floor, beam, calaminon ridge, fixed with bolts, sub dir. general training, ss. H H. ladies, ss. H H. males, water pipe, drain, address, secretary and waiting room, sub dir. of technological formation, meeting room, coordination, sub dir. of technological formation, flooring, fist, … honest and productive, ministry of education, republic of Peru, sub. dir. of technological training, sub. dir. general training, sidewalk, ss.hh. ladies, wooden tongue and groove floor, ss.hh. males, tall window, wood machiembrada, floor: tongue and groove wood, topico, floor: non-slip ceramic, aisle, multipurpose room, distribution in plant, admiinistracion, tijeral, calamine, electrical installations, administration, confinement stirrups, recommended area for overlap , ee, ff, tijerales, ridge, burnish, toilet, urinal, see false floor detail, galvanized calamine, frontal elevation, thermoacoustic calaminon, ridge, rear elevation, tarrajeado and painted, washable paint, intercalated, cut to – a, elevation Lateral, left lateral elevation, wood aguano, contrazocalo, det. floor, plant, det. tongue and groove, nv., p. of arq enrique guerrero hernández., p. of arq Adriana. rosemary arguelles., p. of arq francisco espitia ramos., p. of arq hugo suárez ramírez., type of brick, flat beams, -lightened, -lays, -slippers, technical specifications, steel, coatings, -columns, -banked beams, concrete, total length, consider overburden, only if there is presence, walls, column frame, type, section, bxh, abutment, overlay, foundation, wall, cut yy, bb cut, aa cut, foundation beam, tongue and groove wood floor, det. foundation, foundation, cc cutting, dd cutting, mat filling, loan, masonry units, lightened slab, semi-transparent transparent glass, note :, door is made of wood, wood, varnished, finished, psychomotor classroom, cement-rubbed finish, board separation, construction, detail of false floor of tongue and groove, playground, circular handrail, sphere, ups and downs, elevation, slide house, technical specifications, construction specifications, welding, pipe, tensile strength elongation, note: in all sets, one size fillet weld is used, door is made of wood, varnished plywood, door is made of wood, plywood, varnished, door is made of wood, board is reduced, varnished, slate, acrylic, white, wooden duster, floor : tongue and groove, acrylic blackboard detail, pedegogic classroom, distribution plan, scale, false concrete protection column, ele lateral right vaction, court d – d, patio, rear elevation, galvanized cemicircular gutter, mirror, lavatory, cut c – c, ss.hh. girls, wooden floor tongue and groove, urinal run, material deposit, cut a – a, ss.hh., cut b – b, cut e – e, box vain, vain, width, height, alfeizer, doors, observation, p. reduced board, window, for aluminum frame, v. moduglass system, p. contraplacada, ss.hh girls, ss.hh children, deposit of educational materials, natural terrain, compacted, affirmed, cement floor rubbed, false floor, variable, build of, according to, level of, terrain, brick, urinal

Raw text data extracted from CAD file:

-- -- -- -- ESTANTERIA DE CONCRETO HECHA EN OBRA 0.50 DISEÑO ESCALA PLANO PROYECTO DIBUJO UBICACION PROYECTISTA PROVINCIA DISTRITO LUGAR DEPARTAMENTO LAMINA N° REVISADO FECHA COLOREADO Y BRUNADO Madera (Clima frio) PISO DE CEMENTO PULIDO Kg/cm. 2 1.80 5.01 ,10 ,50 ,07 ,25 ,25 0.5 8.65 4.35 3.95 0.30 4.05 0.30 3.70 0.30 8.65 4.50 4.00 0.30 0.30 0.30 21.00 3.95 0.25 1.50 1.20 1.00 0.25 1.00 1.70 1.00 0.25 1.00 0.70 1.50 0.25 1.50 1.70 1.00 0.25 1.00 2.20 1.50 0.25 3.95 3.45 4.45 4.95 0.25 1.50 1.20 1.00 0.25 1.50 1.05 1.00 0.25 1.00 0.70 1.50 0.25 1.50 1.55 1.00 0.25 1.00 2.20 1.50 0.25 21.00 3.95 3.95 3.45 4.45 4.95 CORREAS 2"X3" MADERA 2"x 6" VIGA N.F.V. = +2.50 MADERA 2"x6" CUMBRERA DE CALAMINON FIJADO CON PERNOS TIJERAL DE MADERA DE 2."X5" FIJADO CON CLAVOS DE 4" 0,53 1.20 0.23 0.23 0.33 0,23 0,23 0.23 0.23 0,23 0,23 0.23 0.23 0.23 0.23 0,35 0,25 0,17 0,27 0,17 0,27 0,25 0,35 0,17 0,27 0,25 0,35 0,25 0,17 0,27 0,35 5 5 0.25 0.50 0.60 0.60 0.60 0.60 0.70 0.60 0.60 0.60 0.60 0.60 0.60 ,07 ,25 ,25 1.20 0.70 0.60 0,23 0,23 0,23 0.70 0.60 0,23 0,23 0,23 2.90 2.35 0.35 1.18 1.50 1.03 0.30 1.38 1.50 1.18 0.01 0.35 0.01 1.83 0.08 0.08 0.12 3.25 0.35 0.64 0.35 2.90 0.60 0.67 0.20 2.55 0.35 2.90 3.25 0.35 0.15 0.15 0.15 1.00 0.15 0.90 0.25 1.90 0.30 0.90 2.55 0.35 2.90 3.15 0.35 3.60 0.34 0.01 1.45 0.10 0.40 0.50 0.50 0.50 0.10 1.45 0.35 SUB DIR. FORMACION GENERAL SS. HH. DAMAS SS. HH. VARONES 2" 2" 4" 4" 2" 2" TUBERIA DE AGUA DESAGUE 4" 4" CAJA DE REGISTRO DE 12"x 24" PVC d1/2" SUBE VENT. d2" 2" 2" 2" CAJA DE REGISTRO DE 12"x 24" Válv. comp. d1/2" 1/2" 1/2" \LINSTALACIONES SANITARIAS DIRECCION SECRETARIA Y SALA DE ESPERA SUB DIR. DE FORMACION TECNOLOGICA SALA DE REUNIONES COORDINACION 2S 2S S S S S S S S S S C-1 C-2 \LINSTALACIONES ELECTRICAS SUB DIR. FORMACION GENERAL SUB DIR. DE FORMACION TECNOLOGICA SALA DE REUNIONES COORDINACION SECRETARIA Y SALA DE ESPERA DIRECCION SS. HH. DAMAS SS. HH. VARONES 22.20 9.15 0.90 0.60 0,10 1.20 5 0.5 d1/2"@0.15 SOLADO 5 5 0.25 5 d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,6@0.10,3@0.15 RESTO @ 0.20 A/E 2.80 3.91 8.62 2.45 3.60 PUNO ... Honesto y Productivo G O B I E R N O R E G I O N A L MINISTERIO DE EDUCACION REPUBLICA DEL PERU 0.50 0.10 0.10 3.15 0.35 0.60 0.10 2.45 0.35 3.50 3.95 3.95 3.45 4.45 4.95 4.35 4.00 3.95 3.95 3.45 4.45 4.95 4.33 4.03 21.00 8.65 21.00 3.95 3.95 3.45 4.45 4.95 4.00 4.35 3.95 3.95 3.45 4.45 4.95 4.00 4.35 2.08 0.15 0.80 0.35 0.45 1.20 0.10 0.10 0.10 1.00 3.87 2.03 2.68 2.95 2.20 8.65 2.75 2.45 2.70 3.70 0.25 3.70 0.25 3.20 1.20 2.80 1.20 4.35 1.05 1.20 1.20 0.60 0.60 CONCRETO f'c=175 Kg/cm2 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 0.50 0.50 0.50 0.50 0.50 1.20 1.20 1.20 1.20 1.20 1.20 2.75 1.20 2.75 1.20 2.25 1.20 3.25 1.20 3.74 1.20 1.20 2.81 1.20 3.15 1.20 1.20 2.75 1.20 2.75 1.20 2.25 1.20 3.25 1.20 3.75 1.20 3.48 3.87 2.85 2.03 1.70 3.08 2.43 1.30 1.29 3.70 0.30 4.05 3.95 2.65 3.30 2.65 2.15 3.70 3.20 0.23 4.18 3.70 3.68 0.23 4.43 0.23 5.18 3.98 0.23 0,25 0,17 0,27 0,35 0,25 0,17 0,27 0,35 4.63 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SS. HH. VARONES SS. HH. DAMAS 1 2 3 4 5 6 C B A 1 2 3 4 5 6 C B A SALA DE REUNIONES SUB. DIR. DE FORMACION TECNOLOGICA COORDINACION SECRETARIA Y SALA DE ESPERA DIRECCION SUB. DIR. FORMACION GENERAL Z1 Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 C-1 C-1 C-1 C-2 C-2 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C3 C-1 C-3 5 3.949999999993452 3.450000000006185 4.450000000000728 4.949999999998909 5 4.349999999998545 5 3.949999999993452 3.450000000006185 4.450000000000728 4.949999999998909 5 4.350000000003092 5 5 5 5 2.799999999999272 1.199999999999818 4.350000000000364 1.050000000000182 Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m 5 2.749999999996362 1.200000000000728 2.75 1.200000000000728 2.25 1.200000000000728 3.25 1.200000000000728 3.741239241642688 1.200000000000728 5 2.808969253158466 1.199999999999818 3.150000000002365 1.199999999999818 5 2.749999999998181 1.200000000000728 2.75 1.200000000000728 2.25 1.200000000000728 3.25 1.200000000000728 3.749999999998181 1.200000000000728 2` A` 5 5 5 5 5 5 5 5 5 B` 5 0.2999999999983629 4.050000000002001 5 5 5 5 5 5 5 4.00 4.35 1.20 1.05 3.95 3.95 3.45 4.45 4.95 3.95 3.95 3.45 4.45 4.95 4.00 4.35 2.80 1.20 4.35 1.20 2.75 1.20 2.75 1.20 2.25 1.20 3.25 1.20 3.74 1.20 1.20 2.81 1.20 3.15 1.20 1.20 2.75 1.20 2.75 1.20 2.25 1.20 3.25 1.20 3.75 1.20 2.25 3.87 2.45 3.15 3.20 0.05 3.10 3.40 P2 V1 V1 VEREDA SS.HH. DAMAS Piso Madera Machihembrada N.P.T. + 0.30 SS.HH. VARONES Piso Madera Machihembrada N.P.T. + 0.30 C B A 1 2 3 4 5 6 ventana alta V-2 V-1 V-2 V-1 V-4 V-5 V-4 V-4 V-5 V-5 V-4 V-1 V-2 V-3 V-3 V-2 V-1 ventana alta V-4 V-4 MADERA MACHIEMBRADA 4" x18mm x 8' CONTRAPISO e=2" CONCRETO f'c= 140 kg/cm2 DURMIENTES 70mm x 45mm x 8' EN LAS UNIONES ENTRE LISTONES DE MACHIEMBRADO, EL RESTO 45mm x 45mm x 8' @ 0.45 (MAXIMO) TRANSVERSALES @ 2.00 m. SALA DE REUNIONES N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA 8.650000000000544 5 3.949999999998908 5 4.050000000000181 0.3000000000001819 3.700000000018917 0.3000000000001819 8.650000000000544 5 3.999999999996362 5 0.2999999999974534 0.3000000000001819 C B A 21.0 3.950000000000727 5 5 1.200000000000727 -1.0 0.25 -1.0 1.699999999998908 -1.0 0.25 -1.0 0.7000000000025466 1.499999999998181 0.25 1.5 1.700000000000727 -1.0 0.25 -1.0 2.199999999998908 1.5 0.25 5 3.450000000000727 4.450000000000727 4.949999999998908 5 1.5 1.200000000000727 -1.0 0.25 1.5 1.049999999997453 -1.0 0.25 -1.0 0.6999999999989086 1.500000000001818 0.25 1.5 1.550000000001091 -1.0 0.25 -1.0 2.199999999997089 1.500000000001818 0.25 5 5 3.949999999998908 3.450000000000727 4.450000000000727 4.949999999998908 A' TOPICO N.P.T. + 0.30 Piso: CERAMICO ANTIDESLIZANTE COORDINACION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SECRETARIA Y SALA DE ESPERA N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA DIRECCION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SUB. DIR. FORMACION GENERAL N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA 5 1.5 1.024999999995998 0.3000000000001819 1.375000000003637 1.49999999999909 1.175000000001091 2` B` A` P-1 P-5 P-2 P-3 P-3 P-3 P-3 P-4 P-4 V-1 5 5 5 -1.0 0.1499999999996362 0.9000000064079358 0.25 1.900000000000545 0.3000000000001819 5 5 PASILLO 5 B B' 5 0.1500000000014552 0.7999999999992724 5 5 8.65 4.35 4.05 0.30 3.70 0.30 8.65 4.50 4.00 0.30 0.30 0.30 21.00 3.95 0.25 0.25 0.25 0.25 3.95 3.45 4.45 4.95 0.25 0.25 0.25 0.25 21.00 3.95 3.95 3.45 4.45 4.95 1.18 0.30 1.18 0.15 0.15 0.15 1.00 0.15 0.90 0.90 9.15 0.15 3.95 0.30 1.50 1.20 1.00 1.00 1.70 1.00 1.00 0.70 1.50 0.25 1.50 1.70 1.00 0.25 1.00 2.20 1.50 0.25 1.50 1.20 1.00 1.50 1.05 1.00 1.00 0.70 1.50 1.50 1.55 1.00 0.25 1.00 2.20 1.50 1.50 1.03 1.38 1.50 0.25 1.90 0.30 0.80 0.80 P00 P-4 4.24 4.09 0.30 0.30 1.18 0.30 1.18 1.50 1.11 1.11 1.50 4.24 4.09 0.30 3.79 4.09 0.30 20.21 0.25 1.01 0.15 1.75 0.25 1.00 0.15 1.50 1.05 0.25 0.85 1.50 0.85 0.25 1.50 1.55 0.15 1.00 0.25 1.50 1.70 1.50 0.25 19.96 0.25 0.71 1.50 0.70 0.25 1.20 0.15 1.20 1.15 0.25 1.50 0.70 1.00 0.25 1.50 1.20 1.50 0.25 1.50 1.70 1.50 0.25 3.16 3.95 3.45 4.45 4.95 3.16 3.95 3.45 4.45 4.95 4.09 4.09 4.09 4.09 4.09 COORDINACION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SECRETARIA Y SALA DE ESPERA N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SUB. DIR. FORMACION GENERAL N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA MADERA MACHIEMBRADA 4" x18mm x 8' CONTRAPISO e=2" CONCRETO f'c= 140 kg/cm2 DURMIENTES 70mm x 45mm x 8' EN LAS UNIONES ENTRE LISTONES DE MACHIEMBRADO, EL RESTO 45mm x 45mm x 8' @ 0.45 (MAXIMO) TRANSVERSALES @ 2.00 m. SALA DE USOS MULTIPLES N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA DIRECCION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA TOPICO N.P.T. + 0.30 Piso: CERAMICO ANTIDESLIZANTE V1 5 4.086805018892846 5 0.3000000000001819 B A 5 1.500000000001819 1.111805018890664 0.3000000000001819 1.111805018892483 1.5 1.174999999999272 B 5 4.086805018892846 0.3000000000001819 B A B 5 4.086805018891937 0.3000000000020009 1 2 3 4 5 6 1 2 3 4 5 6 5 5 1.01225192003767 0.1499999999996362 1.75 0.25 1.0 0.1499999999996362 1.5 1.050000000001091 0.25 0.8499999999985448 1.5 0.8500000000003638 0.25 1.5 1.550000000001091 0.1499999999996362 1.0 0.25 1.5 1.700000000000728 1.5 0.25 1 2 3 4 5 6 1 2 3 4 5 6 5 5 0.7122519200347597 1.500000000003638 0.6999999999989086 0.25 1.199999999998909 0.1500000000014552 1.200000000000728 1.149999999999636 0.25 1.5 0.6999999999989086 1.0 0.25 1.5 1.199990228798924 1.500053047402616 0.2499567237991869 1.500043285384891 1.699956714615837 1.5 0.25 5 3.950000000000728 3.449999999998909 4.450000000000728 4.950000000000728 5 3.950000000000728 3.449999999998909 4.450000000000728 4.950000000000728 5 4.0867838690383 5 4.086805018892846 DISTRIBUCIÓN EN PLANTA ESCALA: 1/50 ADMIINISTRACION DISTRIBUCIÓN EN PLANTA ESCALA: 1/50 ADMIINISTRACION 4.086805018892846 5 5 Z1 Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m 1.78 2" 2" V1- 0.25X0.35 V1- 0.25X0.35 V1- 0.25X0.35 V1- 0.25X0.35 V2- 0.25X0.35 V2-0.25X0.35 V2- 0.25X0.35 V2- 0.25X0.35 V2- 0.25X0.35 V2- 0.25X0.35 V2- 0.25X0.35 V2- 0.25X0.35 V2- 0.25X0.35 V2- 0.25X0.35 V1- 0.25X0.35 V1- 0.25X0.35 V1- 0.25X0.35 V1- 0.25X0.35 V1- 0.25X0.35 V1- 0.25X0.35 VIGA MOJINETE L = 4.685 m INCLINADO V3- 0.25X0.25 VIGA MOJINETE L = 4.685 m INCLINADO V3- 0.25X0.25 TIJERAL CORREAS 2"x3" CORREAS 2"x3" TIJERAL CALAMINA Bajada de aguas pluviales d3" Bajada de aguas pluviales d3" Bajada de aguas pluviales d3" Bajada de aguas pluviales d3" CORREA DE 2"x3" A 1 2 3 4 5 6 C B A 1 2 3 4 5 6 C B A 5 5 3.950000000002546 3.450000000000727 4.450000000000727 5 4.94999999999527 3.999999999996362 5 3.949999999997089 3.450000000002546 4.450000000000727 4.949999999998908 5 4.025000000001455 5 5 5 P2 V1 SS.HH. DAMAS SS.HH. VARONES V-2 V-1 V-2 V-1 V-4 V-5 V-4 V-4 V-5 V-5 V-4 V-1 V-2 V-3 V-3 V-2 V-1 V-4 V-4 SALA DE REUNIONES N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SUB. DIR. DE FORMACION TECNOLOGICA N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA COORDINACION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SECRETARIA Y SALA DE ESPERA N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA DIRECCION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SUB. DIR. FORMACION GENERAL N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA P-1 P-5 P-2 P-3 P-3 P-3 P-3 P-4 P-4 V-1 1 2 3 4 5 6 C B A B` A` 1 2 4 5 6 2` C B A 3 SUB DIR. FORMACION GENERAL 2" 2" 4" 4" 2" 2" TUBERIA DE AGUA DESAGUE 4" 4" CAJA DE REGISTRO DE 12"x 24" PVC d1/2" SUBE VENT. d2" 2" 2" 2" CAJA DE REGISTRO DE 12"x 24" Válv. comp. d1/2" 1/2" 1/2" SS.HH. DAMAS SS.HH. VARONES V-2 V-1 V-2 V-1 V-4 V-5 V-4 V-4 V-5 V-5 V-4 V-1 V-2 V-3 V-2 V-1 V-4 SALA DE REUNIONES SUB. DIR. DE FORMACION TECNOLOGICA COORDINACION SECRETARIA Y SALA DE ESPERA DIRECCION SUB. DIR. FORMACION GENERAL P-1 P-5 P-2 P-3 P-3 P-3 P-3 P-4 P-4 V-1 1 2 3 4 5 6 C B A B` A` 1 2 4 5 6 2` C B A 3 INSTALACIONES ELECTRICAS ESCALA: 1/50 ADMINISTRACION 2S S S S S S S S S C-1 C-2 2S S S 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SS. HH. VARONES SS. HH. DAMAS 1 2 3 4 5 6 C B A 1 2 3 4 5 6 C B A Z1 Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 C-1 C-1 C-1 C-2 C-2 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C2 C-1 5 3.949999999993452 3.450000000006185 4.450000000000728 4.949999999998909 5 4.349999999998545 5 3.949999999993452 3.450000000006185 4.450000000000728 4.949999999998909 5 4.350000000003092 5 2.799999999999272 1.199999999999818 4.350000000000364 1.050000000000182 Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m 5 2.749999999996362 1.200000000000728 2.75 1.200000000000728 2.25 1.200000000000728 3.25 1.200000000000728 3.741239241642688 1.200000000000728 5 2.808969253158466 1.199999999999818 3.150000000002365 1.199999999999818 5 2.749999999998181 1.200000000000728 2.75 1.200000000000728 2.25 1.200000000000728 3.25 1.200000000000728 3.749999999998181 1.200000000000728 2` A` B` C-2 Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m Ø 1/2" @ 0.25m C2 C2 C2 C2 C2 C2 5 5 5 5 SS.HH. DAMAS SS.HH. VARONES SALA DE REUNIONES TOPICO COORDINACION SECRETARIA Y SALA DE ESPERA DIRECCION SUB. DIR. FORMACION GENERAL PASILLO 1.200000000000728 0.3250000000007276 0.2333333333335759 0.2333333333326664 0.2333333333335759 0.2333333333326664 E E 0.2333333333335759 0.2333333333326664 E E 0.2333333333335759 0.2333333333326664 1 ESTRIBOS DE CONFINAMIENTO 0.2333333333335759 0.2333333333326664 2 E 0.2333333333335759 0.2333333333326664 3 E ZONA RECOMENDADA PARA TRASLAPE d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e 4 5 6 0.3500000000003638 E-E 0.25 E E E E F F F 2 d 1/2" 0.1699901777119521 2d 1/2" 0.2699950888572857 F-F 0.3500000000003638 0.3500000000003638 0.25 0.1699901777119521 0.2699950888572857 1d 1/2" 2 d 1/2" F F F F F E-E 0.25 2 d 5/8" 0.1699901777119521 2d 5/8" 0.2699950888572857 2 d 3/8" 1 d 1/2" F-F 5 0.3500000000003638 0.25 0.1699901777119521 0.2699950888572857 2d 5/8" 1d 1/2" 2 d 5/8" CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 ESTRIBOS DE CONFINAMIENTO 0.6000000000003638 0.6000000000003638 0.6000000000012733 ESTRIBOS DE CONFINAMIENTO 0.6000000000003638 0.6000000000012733 ESTRIBOS DE CONFINAMIENTO 0.6999999999998181 0.6000000000012733 ESTRIBOS DE CONFINAMIENTO 0.6000000000003638 0.6000000000012733 ESTRIBOS DE CONFINAMIENTO 0.6000000000003638 0.6000000000012733 0.2333333333335759 0.2333333333326664 A 1.200000000000728 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 ESTRIBOS DE CONFINAMIENTO 0.6999999999989086 0.6000000000021828 0.2333333333335759 0.2333333333326664 B CONCRETO f'c=175 Kg/cm2 ESTRIBOS DE CONFINAMIENTO 0.6999999999989086 0.6000000000021828 0.2333333333335759 0.2333333333326664 C ESTRIBOS DE CONFINAMIENTO 2 d 5/8" 1d 1/2" F F d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e 2 d 3/8" E 5 0.0999999999994543 5 \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E 5 5 d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e 5 5 1 2 3 4 5 6 0.5000000000009095 0.1000000000003638 0.1000000000003638 3.149999999999636 0.3500000000003638 A B C 0.5999999999985448 0.1000000000003638 2.449749999999767 0.3500000000003638 5 0.0545000000001892 0.25 3.699999999998909 0.25 3.199999999991633 1.200000000000728 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 1.200000000000728 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 5 5 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 0.5000000000009095 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 0.5000000000009095 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 0.5000000000009095 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 0.5000000000009095 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 0.5000000000009095 1.200000000000728 1.200000000000728 1.200000000000728 1.200000000000728 1.200000000000728 5 5 5 5 5 5 5 5 5 5 0.3500000000003638 E-E 0.25 2 d 1/2" 0.1699901777101331 2d 1/2" 0.2699950888572857 F-F 0.3500000000003638 0.25 0.1699901777083141 0.2699950888572857 1d 1/2" 2 d 1/2" 5 5 5 1 2 3 4 5 6 DISTRIBUCIÓN EN PLANTA ESCALA: 1/50 ADMIINISTRACION A P2 V1 V1 VEREDA SS.HH. DAMAS Piso Madera Machihembrada N.P.T. + 0.30 SS.HH. VARONES Piso Madera Machihembrada N.P.T. + 0.30 1 2 3 4 5 6 C B A 1 2 3 4 5 6 DISTRIBUCIÓN EN PLANTA ESCALA: 1/50 ADMIINISTRACION ventana alta V-2 V-1 V-2 V-1 V-4 V-5 V-4 V-4 V-5 V-5 V-4 V-1 V-2 V-3 V-3 V-2 V-1 ventana alta V-4 V-4 MADERA MACHIEMBRADA 4" x18mm x 8' CONTRAPISO e=2" CONCRETO f'c= 140 kg/cm2 DURMIENTES 70mm x 45mm x 8' EN LAS UNIONES ENTRE LISTONES DE MACHIEMBRADO, EL RESTO 45mm x 45mm x 8' @ 0.45 (MAXIMO) TRANSVERSALES @ 2.00 m. SALA DE REUNIONES N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA 8.650000000001455 5 3.949999999998909 5 4.049999999999272 0.3000000000001819 3.700000000019827 0.3000000000001819 8.650000000001455 5 3.999999999996362 5 0.2999999999965439 0.3000000000001819 C B A 21.0 3.949999999998909 5 5 1.199999999998909 1.0 0.25 1.0 1.700000000000728 1.0 0.25 1.0 0.6999999999989086 1.5 0.25 1.5 1.700000000000728 1.0 0.25 1.0 2.200000000000728 1.5 0.25 5 3.449999999998909 4.450000000000728 4.950000000000728 5 1.5 1.199999999998909 1.0 0.25 1.5 1.050000000001091 1.0 0.25 1.0 0.6999999999989086 1.5 0.25 1.5 1.550000000001091 1.0 0.25 1.0 2.200000000000728 1.5 0.25 5 5 3.950000000000728 3.449999999998909 4.450000000000728 4.950000000000728 A A' TOPICO N.P.T. + 0.30 Piso: CERAMICO ANTIDESLIZANTE COORDINACION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SECRETARIA Y SALA DE ESPERA N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA DIRECCION N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA SUB. DIR. FORMACION GENERAL N.P.T. + 0.30 Piso: MADERA MACHIHEMBRADA 5 1.500000000001819 1.024999999995089 0.3000000000001819 1.375000000003638 1.5 1.174999999999272 2` B` A` P-1 P-5 P-2 P-3 P-3 P-3 P-3 P-4 P-4 V-1 5 5 5 1.0 0.1499999999987267 0.9000000064088454 0.25 1.899999999999636 0.3000000000020009 5 PASILLO 5 B B' 5 0.1500000000014552 0.7999999999992724 5 Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX TIJERALES TIJERALES TIJERALES TIJERALES TIJERALES TIJERALES Cumbrera Cumbrera Cumbrera Cumbrera Cumbrera 4 5 6 1 2 3 4 5 6 1 2 3 BRUÑAS e=1cm. BRUÑAS e=1cm. INODORO INODORO ZOCALO h=1.20m. ceramico blanco 0.30x0.30 ZOCALO h=1.20m. ceramico blanco 0.30x0.30 CORTE B - B` ESCALA: 1/50 ADMIINISTRACION ZOCALO h=1.00m. ceramico blanco 0.30x0.30 BRUÑAS e=1cm. URINARIO \W7.53780; CONTRAZOCALO DE 3"X4" NPT. = +0.20 NPT. = +0.20 NPT. = +0.30 \W7.53780; CONTRAZOCALO DE 3"X4" \W7.53780; CONTRAZOCALO DE 3"X4" NPT. = +0.00 NPT. = +0.00 NPT. = +0.30 NPT. = +0.30 NPT. = +0.30 VER DETALLE DE FALSO PISO VER DETALLE DE FALSO PISO VER DETALLE DE FALSO PISO 5 NPT. = +0.20 NPT. = +2.50 N.T. = +4.55 CALAMINA GALVANIZADA 1 2 3 4 5 6 2` 5 5 5 5 5 5 ELEVACION FRONTAL ESCALA: 1/50 ADMIINISTRACION 5 0.499999999998181 0.1000000000012733 1.449999999998909 0.3500000000003638 CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO CUMBRERA CUMBRERA \W6.84579; VENTANA SISTEMA \W9.22616; MODUGLASS DE 6MM \W6.84579; VENTANA SISTEMA \W9.22616; MODUGLASS DE 6MM \W6.84579; VENTANA SISTEMA \W9.22616; MODUGLASS DE 6MM \W6.84579; VENTANA SISTEMA \W9.22616; MODUGLASS DE 6MM NPT. = +0.00 NPT. = +0.00 NPT. = +0.00 5 5 5 5 CALAMINA GALVANIZADA 1 2 3 4 5 6 2` 5 5 5 5 5 5 5 0.0100000000011278 1.449999999997999 0.1000000000003638 0.3999999999996362 0.5 ELEVACION POSTERIOR ESCALA: 1/50 ADMIINISTRACION CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CALAMINON TERMOACUSTICO CUMBRERA CALAMINON TERMOACUSTICO CUMBRERA CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO NPT. = +0.00 NPT. = +0.00 NPT. = +0.20 NPT. = +0.00 NPT. = +0.20 SS. HH. VARONES \W7.71564; FALSO CIELO RASO \W6.70790; C/ BALDOSA ACUSTICA BRUÑA .01x.01 TARRAJEADO Y PINTADO PINTURA LAVABLE \W8.61985; CERAMICO BLANCO \W7.52964; DE 0.20 X 0.20 \W7.53780; CONTRAZOCALO DE 3"X4" Correas 2"x3" CALAMINON TERMOACUSTICO Cumbrera Cartela de platina en ambos lados 0.73x0.28x1/8" Pernos de 3/8" Intercalados Correas 2.5"x3" @ 0.80 m Madera 2" x 4" Madera 2" x 6" Madera 2" x 6" Madera 2" x 6" Madera 2" X 4" Madera 2" x 6" Madera 2" x 6" cartel de platinaen ambos lados 0.45x0.35x1/8" 5 5 0.3499999999567081 5 0.3500000000003638 5 5 CORTE A - A ESCALA: 1/50 ADMINISTRACION \W7.71564; FALSO CIELO RASO \W6.70790; C/ BALDOSA ACUSTICA NPT. = +0.30 CALAMINON TERMOACUSTICO NPT. = +0.00 NPT. = +0.20 NPT. = +0.00 5 5 5 0.1000000000012733 VER DETALLE DE FALSO PISO Tuberia de PVC F. G\fArial|b0|i0|c238|p34; de aguas pluviales 3" 1.799999999999272 5 N.F.V. = +2.50 CUMBRERA CALAMINON TERMOACUSTICO BRUÑA 1.00 cm. TUBERIA DE AGUAS PLUVIALES PVC SAP 3" ELEVACION LATERAL ESCALA: 1/50 ADMINISTRACION 0.0100000000002183 0.3500000000003638 0.0100000000002183 1.826874511942151 0.0816530410793348 0.075009355322436 0.1211986967109624 5 0.3500000000003638 5 CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM NPT. = +0.00 NPT. = +0.20 NPT. = +0.00 NPT. = +0.20 5 5 ELEVACION LATERAL IZQUIERDO ESCALA: 1/50 ADMINISTRACION C B A C B A CONTRAZOCALO DE PIEDRA LAJA H = 50 CM CONTRAZOCALO DE PIEDRA LAJA H = 50 CM BRUÑA 1.00 cm. BRUÑAS e=1cm. BRUÑAS e=1cm. Cumbrera CALAMINON TERMOACUSTICO Correas 2"x3" Correas 2"x3" NPT. = +0.00 NPT. = +0.20 NPT. = +0.00 NPT. = +0.20 3/4" 1" 4" Madera Aguano CONTRAZOCALO TORNILO 1" TORNILLO 1 1/4" RODON 1" CONTRAZOCALO -61.51365257450962 -61.51365257450962 -61.51365257450962 \A1;0.75 \A1;0.1 \A1;0.1 \A1;0.1 \A1;0.1 \A1;0.75 4" 1" 1/2" -71.05031552124092 -71.05031552124092 -71.05031552124092 -71.05031552124092 -71.05031552124092 -71.05031552124092 MADERA MACHIHENBRADA AGUANO 4"x1"x10' DORMIENTE MADERA AGUANO 2"x2"x10' MADERA MACHIHENBRADA AGUANO 4"x1"x10' FALSO PISO 10cm. PINTURA ASFALTO RC-250 CLAVO 2" ESTACAS MAD. 2"x2"x8' DET. DE PISO ESCALA 1:20 PLANTA -72.21470251261348 -72.21470251261348 -72.21470251261348 DET. MACHIHEMBRADO ESCALA 1:5 Nv. \A1;0.15 \A1;0.1 \A1;0.96 \A1;0.9 \A1;0.03 \A1;0.9 \A1;1.03 \A1;0.15 \A1;1.5 \A1;0.1 P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. \A1;0.10 \A1;0.020 \A1;0.005 \A1;4" \A1;4" \A1;\S1/2;" \A1;1" TIPO DE LADRILLO \A1;.24 \A1;.10 \A1;.14 \A1;Ø :7.5 cm. :2.0 cm. :2.5 cm. :2.0 cm. -Vigas chatas -Aligerados -Losas -Zapatas ESPECIFICACIONES TECNICAS En general fy = 4200 kg/cm2 :3.0 cm. :3.0 cm. ACERO RECUBRIMIENTOS -Columnas -Vigas peraltadas CONCRETO Zapatas f'c = 175 kg/cm2 Vigas de Ciment. f'c = 175 kg/cm2 Columnas f'c = 210 kg/cm2 Vigas f'c = 210 kg/cm2 Escalera f'c = 210 kg/cm2 Losa Aligerado f'c = 210 kg/cm2 GANCHOS STANDAR DE 90° 1/2" 0 5/8" 3/4" 1" 25 30 35 45 L(cm) r rb 5 rb LONGITUD TOTAL 5 0.5999999999999972 3 d 3/4" 3 d 3/4" 5 0.5999999999999972 3 d 3/4" 2 d 3/4" 0.40m 0.25m 0.55m 0.25m -42.64829757438088 3 d 1/2" 3 d 1/2" -42.64829757438088 SECCIÓN 1-1 -42.64829757438088 -42.64829757438088 Considerar sobrecimiento solo si hay presencia de muros NFVC -0.60 NTN +0.00 0.2999999999999545 0.25 0.25 0.3999999999999772 0.3000000000000114 0.3999999999999772 0.3000000000000114 5 5 0.30 x 0.40 m 0.25 x 0.30 m 0.30 x 0.30 m 0.25 x 0.25 m 0.30 x 0.40 m CUADRO DE COLUMNAS C - 1 C - 2 C - 3 C - 4 C - 5 TIPO SECCION B x H 8 Ø 5/8" 4 Ø 5/8" 5 Ø 1/2" 4 Ø 5/8" 6 Ø 5/8" Estribo Ø 3/8" 1 @ 0.05 m, 4 @ 0.10m 2@0.15m, resto @ 0.25m Ø 3/8" 1 @ 0.05 m, 4 @ 0.10m 2@0.15m, resto @ 0.25m Ø 3/8" 1 @ 0.05 m, 4 @ 0.10m 2@0.15m, resto @ 0.25m Ø 1/4" 1 @ 0.05 m, 2 @ 0.10m 2@0.15m, resto @ 0.20m Ø 3/8" 1 @ 0.05 m, 4 @ 0.10m 2@0.15m, resto @ 0.25m 0.30m 0.25m 0.25m 0.40m 0.30m 0.40m 0.30m 0.25m 0.30m 0.30m 0.60m 0.30m 0.60m 1.20 0.33 0,23 0,25 0,17 0,27 0,35 0,25 0,17 0,27 0.50 0.60 0.60 0.60 0.60 0.70 0.60 0.60 0.60 0.60 0.60 0.60 0,23 0,23 1.20 0.70 0.60 0,23 0.70 0.60 0,23 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.23 0.23 0,23 0.23 0.23 0,23 0,23 0.23 0.23 0.23 0.23 0,35 0,23 0,23 0.60 0,10 1.20 0.50 0.10 0.10 3.15 0.35 0.60 0.10 2.45 0.35 3.50 0.60 0.60 0.50 0.50 0.50 0.50 0.50 0.23 4.18 0,35 0,25 0,17 0,27 0,25 0,17 0,27 0,35 0,35 0,25 0,17 0,27 0,35 0,25 0,17 0,27 0,25 0,17 0,27 0,35 0,25 0,17 0,27 0,35 VIGA SECUNDARIA EJE 1-1 ENTRE A-C ESCALA: 1/50 ADMIINISTRACION C-1 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 E E -5855.425834828908 -5855.425834828908 E E -5855.425834828908 -5855.425834828908 1 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 2 E -5855.425834828908 -5855.425834828908 3 E ZONA RECOMENDADA PARA TRASLAPE d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e 4 5 6 E E E E F F F -5855.425834828908 F F F F F E-E -5855.425834828908 2 d 5/8" -5855.425834828908 2d 5/8" -5855.425834828908 2 d 3/8" 1 d 1/2" F-F -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 2d 5/8" 1d 1/2" 2 d 5/8" CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 -5855.425834828908 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 A -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 B CONCRETO f'c=175 Kg/cm2 ESTRIBOS DE CONFINAMIENTO -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 C ESTRIBOS DE CONFINAMIENTO 2 d 5/8" 1d 1/2" F F d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e 2 d 3/8" -5855.425834828908 -5855.425834828908 -5855.425834828908 \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E \A1;COLUMNAS, ESTRIBOS d \S3/8;", 1@0.05,4@0.10,2@0.15 RESTO @ 0.25 A/E VIGA PRINCIPAL EJE A-A ENTRE 1-6 ESCALA: 1/50 ADMIINISTRACION VIGA SECUNDARIA EJE 1-1 ENTRE A-C ESCALA: 1/50 ADMIINISTRACION d 3/8" 1@ 0.05, 3 @ 0.10, 3 @ 0.15, R @ 0.20 a/e 1 2 3 4 5 6 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 A B C -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 -5855.425834828908 -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 -5855.425834828908 CONCRETO f'c=175 Kg/cm2 PARRILLA d1/2"@0.20 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 F F F F F F F-F -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 2d 5/8" 1d 1/2" 2 d 5/8" -5855.425834828908 E-E -5855.425834828908 2 d 5/8" -5855.425834828908 2d 5/8" -5855.425834828908 2 d 3/8" 1 d 1/2" F-F -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 2d 5/8" 1d 1/2" 2 d 5/8" F-F -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 2d 5/8" 1d 1/2" 2 d 5/8" -5855.425834828908 E-E -5855.425834828908 2 d 5/8" -5855.425834828908 2d 5/8" -5855.425834828908 2 d 3/8" 1 d 1/2" F-F -5855.425834828908 -5855.425834828908 -5855.425834828908 -5855.425834828908 2d 5/8" 1d 1/2" 2 d 5/8" 0.30 3.13 0.25 3.13 0.30 3.40 3.40 7.10 0.1500000000000909 S=-1.5% 1.500857214947473 0.150000000000091 0.1999999999998181 0.1000000000000227 0.0499999999999545 Base compactada al 95% de Proctro modificado f'c=140Kg/cm2 0.1499999999999773 Acado 1cm. C:A = 1:2 Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa Sobrecimiento Cimiento muro CORTE Y-Y ESCALA 1:20 5 5 N.T.+0.00 Sobrecimiento VEREDA NPT+0.15 VEREDA NPT+0.00 NPT+0.25 CORTE B-B CORTE A-A Falso piso e=0.10 5 5 N.T.+0.00 0.2499999999997726 Sobrecimiento NPT+0.25 NPT+0.00 VEREDA NPT+0.15 VIGA DE CIMENTACION VEREDA Piso de madera machihembrada Falso piso e=0.10 Piso de madera machihembrada VIGA DE CIMENTACION 0.25 0.3999999999998636 0.3999999999999488 0.25 0.4000000000000909 0.3999999999999488 DET. CIMIENTO CORRIDO ESCALA 1:25 5 5 N.T.+0.00 0.2499999999997726 Sobrecimiento NTC+0.00 VEREDA NPT+0.25 Cimentación CORTE C-C 5 5 N.T.+0.00 0.2499999999997726 Sobrecimiento VEREDA NPT+0.25 Cimentación CORTE D-D VEREDA NPT+0.15 VEREDA NPT+0.15 VEREDA VEREDA VEREDA VEREDA NRT+0.00 0.1500000000000057 NRT+0.00 0.1500000000000057 5 0.349478628885123 0.1496558192705209 NTC+0.00 0.5477026789853028 0.5477026789853028 0.2999999999996419 RELLENO MAT. 0.2999999999996419 0.4000000000008868 0.3999999999998636 0.5 0.5000000000001137 \A1;0.25 PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO RELLENO MAT. PRESTAMO 0.3999999999998636 0.3999999999998636 0.3999999999998636 0.3999999999998636 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.40 \A1;0.90 \A1;0.40 \A1;0.90 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.90 \A1;0.25 \A1;0.35 \A1;0.90 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.35 \A1;0.15 \A1;0.55 \A1;0.55 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 10.30 PISO DE CEMENTO PULIDO # 0.30 3.13 0.25 3.13 0.30 3.40 3.40 7.10 0.25 3.10 0.25 3.10 0.25 3.10 0.25 3.35 3.35 3.35 10.30 0.25 3.10 0.25 3.10 0.25 1.00 0.25 1.85 0.25 3.35 3.35 1.25 2.10 10.30 \A1;0.63 \A1;0.72 \A1;0.84 \A1;1.02 \A1;0.91 \A1;0.40 \A1;2.81 \A1;0.40 \A1;0.40 \A1;2.45 \A1;0.41 \A1;0.41 \A1;0.41 \A1;0.41 \A1;0.41 \A1;0.41 \A1;R0.25 \A1;R0.95 \A1;R1.25 \A1;0.40 \A1;1.03 \A1;0.41 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.22 \A1;0.18 \A1;0.41 \A1;1.24 \A1;0.94 \A1;0.81 \A1;1.18 \A1;0.72 \A1;0.60 \A1;0.50 \A1;2.90 \A1;0.21 \A1;0.91 \A1;0.90 \A1;0.50 \A1;0.23 \A1;3.76 \A1;R1.85 \A1;0.70 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.50 \A1;R1.17 \A1;0.60 \A1;1.01 \A1;1.33 \A1;1.24 \A1;0.84 \A1;0.89 \A1;0.99 \A1;0.97 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;1.88 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.88 0.05m 0.15m 0.20m 0.10m 0.30m 0.10m 0.30m 0.30m 0.15m ESCALA: 1/10 UNIDADES DE ALBAÑILERÍA Ladrillo artesanal para techo 3 huecos 24cm x 25cm x 14cm Ladrillo artesanal king kong 7cm x 11cm x 21cm 0.07m 0.11m 0.21m LOSA ALIGERADA ESCALA: 1/10 Acero Temperatura d 1/4" @ 0.25m -43.13352077064837 -43.13352077064837 -43.13352077064837 -43.13352077064837 -43.13352077064837 -43.13352077064837 5 5 MARCO DE MADERA AGUANO DE 2"x4" 0.25 TARUGOS DE MADERA 2"x2" CHAPA FORTE DE 02 GOLPES BISAGRAS DE 4"(04 UNIDADES) 5 CORTE A-A 5 5 JUNQUILLO DE MADERA 1"x1/2" CEPILLADO, LIJADOFIJADO CLAVO DE 1" VIDRIO TRANSPARENTE SEMIDOBLE MARCO DE MADERA AGUANO DE 2"x4" 2" 5 CORTE B-B TARUGOS DE MADERA 2"x2" 0.25 5 NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO DETALLE DE PUERTA P-6 1.0 1.099999999999994 1.000000000000028 1.0 ACABADO MADERA AGUANO 2"x4" 5 0.1000000000000227 5 5 A ESCALA = 1:25 A NOTA: PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO BISAGRAS DE BRONCE DE 4" (04 UNIDADES) LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, ESCALA = 1:25 DETALLE DE PUERTA P-7 B B A A MADERA AGUANO 2"x4" ACABADO 1.0 1.000000000000227 0.9000000000003183 0.5000000000001137 5 0.1500000000000909 0.1499999999999773 0.9000000000003183 0.1000000000000227 5 \A1;1.00 \A1;1.10 \A1;1.00 \A1;1.00 \A1;2.25 \A1;.10 \A1;.15 \A1;.15 \A1;1.00 \A1;1.00 \A1;.90 \A1;.50 \A1;2.70 \A1;.15 \A1;.15 \A1;.90 \A1;.10 \A1;2.20 2" 4" 0.25 1.10 0.10 0.10 2" 1.10 0.25 4" NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO DETALLE DE PUERTA P-5 1.0 1.099999999999994 1.000000000000028 B 1.0 ACABADO MADERA AGUANO 2"x4" B 5 0.3000000000000114 5 0.1000000000000227 5 5 A ESCALA = 1:25 A \A1;1.00 \A1;1.10 \A1;1.00 \A1;1.00 \A1;2.40 \A1;.30 \A1;2.10 \A1;.10 \A1;.15 \A1;.15 \A1;1.00 \A1;1.10 \A1;2.85 \A1;.45 \A1;2.55 \A1;.10 \A1;.15 \A1;.15 \A1;1.00 P-1 VIGA 25x30 VIGA 25x35 A B C 1 2 3 4 1 2 3 4 A B C VIGA 25x30 VIGA 25x35 VIGA 25x35 VIGA 25x35 VIGA 25x35 VIGA 25x35 VIGA 25x35 VIGA 25x30 VIGA 25x30 VIGA 25x30 VIGA 25x40 VIGA 25x40 COL 25x25 COL 25x25 COL 25x30 COL 25x30 COL 25x30 COL 25x30 COL 25x40 COL 25x40 COL 25x40 COL 25x40 MADERA MACHIEMBRADA 4" x18mm x 8' CONTRAPISO e=2" CONCRETO f'c= 140 kg/cm2 DURMIENTES 70mm x 45mm x 8' EN LAS UNIONES ENTRE LISTONES DE MACHIEMBRADO, EL RESTO 45mm x 45mm x 8' @ 0.45 (MAXIMO) TRANSVERSALES @ 2.00 m. DISTRIBUCIÓN EN PLANTA ESCALA: 1/50 DISTRIBUCIÓN EN PLANTA ESCALA: 1/50 AULA PSICOMOTRIZ V-1 AULA PSICOMOTRIZ \W5.00339; \T1.15000;PISO DE MADERA \W5.00339; \T1.15000;MACHIEMBRADO \W3.84667; N.P.T. +0.30 A A B B C C 5 3.125161877889695 0.25 3.125161878449035 0.2998381204333782 5 3.399999999348438 5 VIGA 25x20 5 5 3.125318232176141 0.2499999999936335 3.125005523993423 0.3001508295392341 5 3.400318232260361 5 5 3.100002201781535 0.249999999992724 3.099999999893043 0.249999999992724 3.099999999893043 0.2499977969546308 5 3.349999996327824 3.349999996327824 5 5 3.099997379287743 0.2499998044277163 3.099997574861845 0.2499998044186214 0.9999986341099429 0.2500004735993571 1.849998467158002 0.2499998044277163 5 5 1.250000085572538 2.099999914404179 5 \A1;1.00 \A1;1.10 \A1;2.80 \A1;.45 \A1;2.55 \A1;.15 \A1;.10 \A1;1.00 \A1;.10 \A1;.15 \A1;.10 \A1;1.00 \A1;.80 \A1;.90 \A1;2.50 \A1;.45 \A1;2.55 \A1;1.00 \A1;.80 \A1;.90 \A1;2.80 \A1;.45 0,60 1,20 2,55 \A1;0.55 \A1;0.53 \A1;0.53 \A1;0.53 \A1;0.53 \A1;0.55 \A1;0.45 \A1;3.40 \A1;0.50 1.40 3.55 0.10 0.50 0.25 0.25 2.00 1.50 0.25 1.60 0.30 2.90 0.30 3.00 0.30 2.90 0.30 0.50 0.10 1.75 1.75 1.88 3.20 3.30 3.20 0.10 0.50 0.30 2.55 0.30 2.55 0.30 1.40 0.10 2.85 2.85 0.10 0.47 0.30 1.00 0.20 1.70 0.30 3.00 0.30 1.70 0.20 1.00 0.30 1.60 0.25 0.80 0.20 0.50 0.25 0.50 0.20 0.80 0.25 0.50 0.50 1.75 1.75 1.88 3.20 3.30 3.20 0.30 1.30 0.10 1.30 0.30 0.29 0.53 1.71 0.06 0.32 1.13 0.02 0.10 0.90 0.10 2.00 0.30 0.10 0.10 2.00 0.30 1.25 0.80 0.10 0.10 0.10 2.00 0.92 0.10 0.80 0.10 0.10 1.10 0.42 0.98 0.30 0.65 0.10 0.10 1.60 1.20 0.40 1.41 0.11 0.10 0.10 0.10 0.80 1.90 0.40 1.41 0.11 0.10 0.10 0.10 0.80 1.90 0.40 1.41 0.11 0.10 0.10 0.10 2.70 0.40 1.41 0.11 0.10 0.30 0.70 2.00 0.30 1.53 0.10 0.10 1.50 1.40 0.40 1.23 0.10 0.30 1.20 1.10 0.30 0.80 0.10 0.10 0.10 0.80 2.00 0.30 0.62 0.10 0.10 0.10 2.50 0.30 0.65 0.10 0.10 2.50 0.30 0.59 0.10 0.30 1.40 1.20 0.40 1.25 0.10 0.30 1.60 0.10 0.60 0.30 0.70 0.15 0.00 \A1;.10 \A1;.10 \A1;0.10 \A1;.10 \A1;.10 \A1;.02 \A1;.10 \A1;.15 \A1;VARIABLE 0.10 0.50 0.25 3.30 0.25 1.40 0.10 0.10 0.30 2.30 0.30 0.37 0.55 0.14 0.02 0.55 0.21 0.02 0.06 Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX 5 2 3 2` BRUÑA DE 1cm x 1cm ACABADO CEMENTO FROTACHADO VE-1 \W9.51348; \W9.39492; \W9.39492; ESC:1/25 NPT +0.20m VEREDA JUNTA DE SEPARACION 1" CADA 3 M. ACABADO CEMENTO FROTACHADO CONSTRUCCION 5 5 5 5 5 5 5 5 5 5 \A1;DETALLE DE INSTALACION DE BALDOSA \A1;ESC. : 1/25. \W9.30412; \A1;Balsosa acustica \W7.97938; \A1;de 1200x610x4 mm. \A1;Tensor de alambre galvanizado # 16 \A1;Unión fija en "L" \A1;Suspensor "T" principal 0.10 5 5 \A1;Machihembrado 1"x4". \A1;Falso piso. \A1;Durmiente de madera 2"x3" 4" 4" \S1/2;" Madera machihembrada 1"x4". 1" \A1;DET. PISO MACHIEMBRADO. \A1;ESC. : 1/5. MADERA MACHIEMBRADA 4" x18mm x 8' CONTRAPISO e=2" CONCRETO f'c= 140 kg/cm2 DURMIENTES 70mm x 45mm x 8' EN LAS UNIONES ENTRE LISTONES DE MACHIEMBRADO, EL RESTO 45mm x 45mm x 8' @ 0.45 (MAXIMO) TRANSVERSALES @ 2.00 m. DETALLE DE FALSO PISO DE MACHIHEMBRADO ESCALA: 1/20 ADMIINISTRACION JUEGOS INFANTILES ESC : 1 / 50 ESC. 1/50 PLANTA ESC. 1/50 PLANTA PASAMANOS CIRCULAR ESFERA SUBE Y BAJA FºGºØ3" FºGºØ3" PLANTA ESC. 1/50 ESC. 1/50 ELEVACIÓN ESC. 1/50 ELEVACIÓN FºGºØ1" \A1;ASIENTO DE MADERA E=1 \S1/2;" CONCRETO f'c = 140 kg/cm2 DADO 0.50X0.50X0.60 5 5 5 FºGºØ3" @ 1.40 FºGºØ2" 5 5 5 5 5 FºGºØ3" FºGºØ3" FºGºØ3" 5 5 5 5 FºGº Ø 2 1/2" FºGº Ø 1" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESC. 1/50 ESC. 1/50 ELEVACIÓN 5 5 5 FºGº Ø 1" 5 5 5 5 5 5 ELEVACIÓN ESC. 1/50 TOBOGAN CASITA 5 5 5 5 5 5 5 5 5 5 FºGº Ø 2" FºGº Ø 2 5 plancha 1/32" \A1;cobertura plancha 1/32" sobre armadura de perfil \S3/4;" x \S3/4;" x \S1/8;" \A1;FºGº d \S1/2;" FºGºØ2" Todos los descansos y pasos son de Plancha Acero LAC estriada e=2.9mm 5 5 5 5 5 5 5 5 \A1;Plancha \S1/32;" \A1;FºGº Ø 1 \S1/2;" 5 5 5 5 5 5 5 5 ESPECIFICACIONES TÉCNICAS - Electrodos AWS E60XX (Soldadura de Estructuras Metálicas) - Tubo de acero ISO 65 - Planchas Acero LAC A36 ESPECIFICACIONES DE CONSTRUCCIÓN SOLDADURA TUBERIA Resistencia a la tracción elongación min. Min. de 320 @ 520 N/mm2 Resistencia a la tracción = 4080-5610 kg/cm2 Límite de fluencia mín. = 2550 kg/cm2 Nota: En todos los juegos, se empleará soldadura filete de un tamaño de 1/8" todo alrededor, previamente se ha habilitado y biselado - Fierro liso redondo LAC A36 Resistencia a la tracción = 4080-5610 kg/cm2 Límite de fluencia mín. = 2550 kg/cm2 - Cimentaciones de juegos concreto f'c= 140 kg/cm2 CONCRETO 5 5 5 5 5 5 MADERA MACHIHENBRADA AGUANO 4"x1"x10' DORMIENTE MADERA AGUANO 2"x2"x10' MADERA MACHIHENBRADA AGUANO 4"x1"x10' FALSO PISO 10cm. PINTURA ASFALTO RC-250 CLAVO 2" ESTACAS MAD. 2"x2"x8' DET. DE PISO ESCALA 1:20 PLANTA NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO DETALLE DE PUERTA P-5 5 5 B ACABADO MADERA AGUANO 2"x4" B 5 5 5 5 A ESCALA = 1:25 A 5 5 5 NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERA AGUANO CONTRAPLACADA INCLUYE BARNIZADO DETALLE DE PUERTA P-1 5 5 B ACABADO MADERA AGUANO 2"x4" B 5 5 5 A ESCALA = 1:25 A 5 5 5 NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERA AGUANO CONTRAPLACADA INCLUYE BARNIZADO DETALLE DE PUERTA P-3 5 5 B ACABADO MADERA AGUANO 2"x4" B 5 5 5 A ESCALA = 1:25 A 5 5 5 NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERAB TABLERO REBAJADO AGUANO INCLUYE BARNIZADO DETALLE DE PUERTA P-2 5 5 B ACABADO MADERA AGUANO 2"x4" B 5 5 5 A ESCALA = 1:25 A 5 5 5 PIZARRA MURAL Acrilico blanco PLUMERO DE MADERA Piso : machihembrado DETALLE DE PIZARRA ACRILICO ESCALA: 1/20 AULA PEDEGOGICO 5 \W3.84667; N.P.T. +0.20 5 5 5 5 5 5 5 5 5 VENTANA - 6 Y 14 ESC: 1/20 tubo rectangular de 1''x2'' tubo rectangular de 1''x2'' platina 1/8 x 1/2 platina 1/8 x 1/2 PLANO DE DISTRIBUCION Escala 1/50 MADERA MACHIEMBRADA 4" x18mm x 8' CONTRAPISO e=2" CONCRETO f'c= 140 kg/cm2 DURMIENTES 70mm x 45mm x 8' EN LAS UNIONES ENTRE LISTONES DE MACHIEMBRADO, EL RESTO 45mm x 45mm x 8' @ 0.45 (MAXIMO) TRANSVERSALES @ 2.00 m. AULA 01 \W5.00339; \T1.15000;PISO DE MADERA \W5.00339; \T1.15000;MACHIHEMBRADO \W3.84667; N.P.T. +0.20 V-1 V-1 V-2 V-2 V-3 V-4 V-3 V-5 V-7 V-7 V-8 V-8 V-6 V-6 V-4 1 2 1' 3 A B C D E F G \Q0;A \Q0;B \Q0;C \Q0;D \Q0;D ventana alta ventana alta ventana alta ventana alta ventana alta ventana alta \Q0;E \Q0;E P-1 P-1 P-2 P-3 P-4 P-3 P-4 P-4 P-4 ventana alta 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION LATERAL IZQUIERDO Escala 1/50 CUMBRERA CUMBRERA VEREDA N.P.T. + 0.10 CONTRAZOCALO DE CEMENTO PULIDO H = 30 CM 5 5 5 5 5 5 5 5 5 CALAMINON TERMOACUSTICO 1 1' 2 3 Tuberia de PVC de aguas pluviales 3" FALSA COLUMNA DE CONCRETO DE PROTECCION BRUÑAS e=1". ELEVACION LATERAL DERECHO Escala 1/50 CUMBRERA CONTRAZOCALO DE CEMENTO PULIDO H = 30 CM 5 5 5 5 5 5 5 5 CALAMINON TERMOACUSTICO 1 1' 2 3 Tuberia de PVC de aguas pluviales 3" FALSA COLUMNA DE CONCRETO DE PROTECCION BRUÑAS e=1". BRUÑAS e=1". CORTE D - D Escala 1/50 aula 01 \W0.68714; \T1.15000;PISO MACHIHEMBRADO \W3.84667; N.P.T. +0.20 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 PATIO \W3.84667; N.P.T. +0.00 TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" CUMBRERA CALAMINON TERMOACUSTICO TUBO GALVANIZADO 2"x4" 1 1' 2 3 CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO CUMBRERA CUMBRERA Escala ELEVACION POSTERIOR 1/50 CALAMINON TERMOACUSTICO A B C D E F G CONTRAZOCALO DE CEMENTO PULIDO H = 30 CM CONTRAZOCALO DE CEMENTO PULIDO H = 30 CM CONTRAZOCALO DE CEMENTO PULIDO H = 30 CM Tuberia de PVC de aguas pluviales 3" CANALETA CEMICIRCULAR GALVANIZADA FALSA COLUMNA DE CONCRETO DE PROTECCION BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". CALAMINON TERMOACUSTICO CUMBRERA CONTRAZOCALO DE CEMENTO PULIDO H = 30 CM CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO ELEVACION FRONTAL Escala 1/50 A B C D E F G ESPEJO LAVATORIO LAVATORIO LAVATORIO BRUÑAS e=1". CONTRAZOCALO DE CEMENTO PULIDO H = 30 CM Tuberia de PVC de aguas pluviales 3" CANALETA CEMICIRCULAR GALVANIZADA FALSA COLUMNA DE CONCRETO DE PROTECCION BRUÑAS e=1". BRUÑAS e=1". CORTE C - C Escala 1/50 aula 01 \W0.68714; \T1.15000;PISO MACHIHEMBRADO \W3.84667; N.P.T. +0.20 5 5 5 5 5 5 5 SS.HH. NIÑAS \W0.68714; \T1.15000;PISO CERAMICO 30X30 \W3.84667; N.P.T. +0.20 Contrazocalo madera machihembrada 3"x4" Piso de madera machihembrada A B C D E F G URINARIO CORRIDO DEPOSITO DE MATERIALES \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.20 BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". Escala 1/50 Cumbrera Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX CORTE A - A Escala 1/50 TIJERALES TIJERALES SS.HH. \W0.68714; \T1.15000;PISO CERAMICO 30X30 \W3.84667; N.P.T. +0.20 aula 01 \W0.68714; \T1.15000;PISO MACHIHEMBRADO \W3.84667; N.P.T. +0.20 DEPOSITO DE MATERIALES \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.20 ZOCALO h=1.50m. ceramico blanco 0.30x0.20 ZOCALO h=1.50m. ceramico blanco 0.30x0.20 INODORO INODORO INODORO BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". Contrazocalo madera machihembrada 3"x4" Piso de madera machihembrada A B C D E F G BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". CORTE B - B Escala 1/50 aula 01 \W0.68714; \T1.15000;PISO MACHIEMBRADO \W3.84667; N.P.T. +0.20 5 5 5 5 5 5 A B C D E F G DEPOSITO DE MATERIALES \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.20 BRUÑAS e=1". BRUÑAS e=1". BRUÑAS e=1". CORTE E - E Escala 1/50 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 aula 01 \W0.68714; \T1.15000;PISO MACHIHEMBRADO \W3.84667; N.P.T. +0.20 PATIO \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.00 Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" TUBO GALVANIZADO 2"x4" CUMBRERA CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO 1 1' 2 3 CUADRO DE VANOS VANO ANCHO ALTO ALFEIZER P-1 - PUERTAS 1.00 2.80 OBSERVACION Nº P-2 P-3 0.90 2.50 0.80 2.50 - - P. TABLERO REBAJADO 2 1 2 CUADRO DE VANOS VANO ANCHO ALTO ALFEIZER V-1 1.70 VENTANA 2.90 1.20 OBSERVACION Nº V-2 V-3 2.55 2.00 1.70 1.90 1.00 2 2 2 V-4 3.00 1.90 1.70 1 P-4 0.70 1.10 - 4 P.MARCO DE ALUMINIO V-5 1.90 1.30 1.70 1 V. SISTEMA MODUGLASS V. SISTEMA MODUGLASS V. SISTEMA MODUGLASS V. SISTEMA MODUGLASS V. SISTEMA MODUGLASS P. CONTRAPLACADA V-6 1.60 0.90 1.70 2 V. SISTEMA MODUGLASS V-7 0.50 0.60 2.00 2 V. SISTEMA MODUGLASS V-8 1.50 0.60 2.00 2 V. SISTEMA MODUGLASS 1.00 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \T1.15000;PISO CEMENTO PULIDO N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +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 5 5 SS.HH NIÑAS \W3.84667; N.P.T. +0.20 \W3.32300; \T1.15000;PISO : CERAMICO \W3.32300; \T1.15000;ANTIDESLIZANTE SS.HH NIÑOS \W3.84667; N.P.T. +0.20 \W3.32300; \T1.15000;PISO : CERAMICO \W3.32300; \T1.15000;ANTIDESLIZANTE DEPOSITO DE MATERIALES EDUCATIVOS \W3.84667; N.P.T. +0.20 \W3.58491; \T1.15000;PISO : CEMENTO \W3.58491; \T1.15000;PULIDO VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 VEREDA \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.10 Contrazócalo de cemento frotachado e=1.5cm TERRENO NATURAL COMPACTADO VEREDA AFIRMADO PISO CEMENTO FROTACHADO FALSO PISO 5 NPT.+0.10 5 Junta de dilatación e=1" sellado con asfalto f'c=140Kg/cm2. Contrazócalo de madera 3/4"x4"x10'+rodón \A1;0.30 0.10 Esc. 1:10 \LDETALLE DE VEREDA 5 5 5 5 AFIRMADO 5 VARIABLE PISO DE MADERA MACHIHEMBRADO DE 1"x4"x10' construir de acuerdo al nivel de terreno Bruña 1cm Bruña 1cm s=2% Bruña de 1" Muro tarrajeado y frotachado e=1.5cm Ladrillo PATIO \W0.68714; \T1.15000;PISO CEMENTO PULIDO \W3.84667; N.P.T. +0.00 5 5 5 5 5 5 5 URINARIO CORRIDO 5 5 5 5 5 5 5 5 5 5 5 5 Tuberia de PVC de aguas pluviales 3" Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Piso de madera machihembrada Piso de madera machihembrada Piso de madera machihembrada Contrazocalo madera machihembrada 3"x4" Contrazocalo madera machihembrada 3"x4" CALAMINON TERMOACUSTICO TUBO GALVANIZADO 2"x4" CALAMINON TERMOACUSTICO CALAMINON TERMOACUSTICO P. TABLERO REBAJADO Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX ZOCALO h=1.50m. ceramico blanco 0.30x0.20 BRUÑAS e=1". ZOCALO h=1.50m. ceramico blanco 0.30x0.20 BRUÑAS e=1". Tuberia de PVC de aguas pluviales 3" Baldosas de Fibra Mineral de 0.61 x 0.61 - CELOTEX \W9.71429; TUBO GALVANIZADO 2"x4" \W9.71429; TUBO GALVANIZADO 2"x4" BRUÑAS e=1". BRUÑAS e=1". CANALETA CEMICIRCULAR GALVANIZADA CANALETA CEMICIRCULAR GALVANIZADA CANALETA CEMICIRCULAR GALVANIZADA CANALETA CEMICIRCULAR GALVANIZADA CANALETA CEMICIRCULAR GALVANIZADA CANALETA CEMICIRCULAR GALVANIZADA CANALETA CEMICIRCULAR GALVANIZADA CANALETA CEMICIRCULAR GALVANIZADA

Language	Spanish
Drawing Type	Section
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, classroom, classrooms, College, details, dimensions, DWG, education, initial, institution, library, module, plane, plant, school, section, sections, specifications, university