Pool Sauna DWG Detail for AutoCAD

POOL SAUNA – plants – details

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

width, width, variable, lightened, esc:, the temp., slab detail lightened, esc:, first floor: general floor with vehicle circulation levels, saunas tinichi pool, district municipality of tinicachi, Tinicachi yunguyo district, general plant: access levels, flat, drawing, October, date, scale, Arq. j. vilca, sheet, Arq. Y. catacora, approved, execution, observations, designer, Location, type of work, draft, owner, public sector recreational work, william angulo mamani c.a.p., review, general plant, esc:, Deposit, first aid instructor, ladies hygienic services, men’s health services, locker rooms, locker rooms checkers, main corridor, box office control, entrance lobby, Beach, glass, batter, orchestra, graderios, ramp, npt, Beach, npt, hall, npt, perimetral fence: retaining wall m., dilatation meeting, Main income, npt, service income, sloping path, banking, garden, service income, npt, dilatation meeting, perimeter fence s, sidewalk, npt, sidewalk, npt, sidewalk, npt, sidewalk, npt, sidewalk, npt, sidewalk, npt, garden, npt, garden, npt, garden, npt, garden, npt, main Street, perimeter fence: brick wall, ground floor: zotano, esc:, first floor: swimming pool, esc:, second floor: saunas, esc:, pool bottom, machine room, Deposit, first aid instructor, ladies hygienic services, men’s health services, locker rooms, locker rooms checkers, main corridor, box office control, entrance lobby, Beach, glass, batter, orchestra, graderios, herbal sauna, steam sauna, boiler room, stove, dry camera, hall, men’s health services, ladies hygienic services, locker rooms, locker rooms checkers, Cafeteria, main corridor, entrance lobby, control, kitchen, npt, ramp, npt, Beach, npt, hall, entry, npt, graderios, pool water mirror, foundation, esc:, Deposit, first aid instructor, ladies hygienic services, men’s health services, locker rooms, locker rooms checkers, main corridor, box office control, entrance lobby, Beach, npt, Beach, npt, hall, entry, npt, lightened, esc:, vertical splicing, N.f.p., width, typical cut of shoe, additional, nfc, scale, plant detail, scale, foundation detail, scale, ref. transv., floor, ref. princ., geometry, bxt, kind, column table, rest, rest, foundation, tiled wood floor, False floor, Overcoming, pool, ladder foundation, foundation, tiled wood floor, False floor, Overcoming, foundation detail, scale, foundation, tiled wood floor, False floor, Overcoming, foundation, tiled wood floor, False floor, Overcoming, npt., detail of foundation beam, scale, N.f.p., width, typical cut of shoe, additional, nfc, scale, plant detail, scale, lightened, esc:, coverage, esc:, the temp., slab detail lightened, esc:, concrete cycle, indicated in formwork, manufactured with the dimensions, silico, applicable current standard, minimum which may be of, fm, coatings, reinforced concrete, concrete f’c, steel

Raw text data extracted from CAD file:

S1 S1 3.65 6.30 4.25 \A1;3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 \A1;3.65 6.10 6.10 6.10 3.65 2.00 3.65 6.30 4.25 3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 3.65 6.10 6.10 6.10 3.65 2.00 3.65 6.30 4.25 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 2.00 3.65 6.30 4.25 3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 3.65 6.10 6.10 6.10 3.65 2.00 3.15 3.65 6.10 6.10 6.10 3.65 3.65 6.30 4.25 3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 3.65 6.10 6.10 3.65 2.00 3.65 6.30 4.25 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 2.00 3.15 3.65 6.10 6.10 6.10 3.65 ANCHO 0.25 1.30 0.50 0.45 0.15 0.40 0.80 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.20 1.80 1.20 1.80 1.20 1.80 1.20 1.80 \A1;1.25 \A1;1.25 1.60 0.40 0.80 0.45 0.15 0.40 0.80 0.40 0.80 1.30 0.10 0.10 0.30 ANCHO 0.25 1.30 0.50 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.65 6.30 4.25 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 2.00 3.15 3.65 6.10 6.10 6.10 3.65 2.00 0.05 0.10 0.30 0.30 0.20 0.10 0.30 \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r \A1;\Fsimplex.shx;G \A1;H \A1;m \A1;L/3 \A1;m \A1;L/3 \A1;L/3 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 .25 .50 .50 .25 4.25 6.30 3.35 1.90 3.65 6.10 6.10 6.10 3.65 1.40 1.95 1.50 4.05 6.30 3.55 1.70 0.30 0.30 0.30 0.30 VARIABLE 0.05 0.10 0.30 0.30 0.20 0.10 0.30 0.15 6.10 5.95 0.30 0.60 0.20 3.00 0.25 2.00 1.00 0.50 3.45 0.30 0.60 6.10 6.10 6.10 3.33 0.30 0.60 0.20 0.25 0.40 3.55 0.10 6.30 4.05 1.90 3.33 1.50 1.50 1.50 1.50 1.50 1.50 1.50 5.95 0.30 0.60 1.70 1.55 0.12 0.12 0.15 0.10 0.28 0.52 0.54 0.15 0.12 0.20 0.28 0.12 0.12 0.15 0.80 0.10 0.50 0.10 0.90 0.12 0.27 0.54 0.54 0.15 0.12 0.28 0.12 0.12 0.15 0.80 0.10 0.50 0.10 0.90 0.12 0.28 0.54 0.54 3.65 6.30 4.25 3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 3.65 6.10 6.10 6.10 3.65 2.00 3.15 3.65 6.10 6.10 6.10 3.65 1.50 6.30 4.25 3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 3.65 6.10 6.10 6.10 3.65 2.00 3.65 6.30 4.25 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 2.00 3.65 \A1;1.25 3.65 6.30 4.25 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 2.00 3.15 3.65 6.10 6.10 6.10 3.65 1.50 3.80 0.90 0.70 1.05 0.90 0.64 1.05 0.90 0.60 2.50 2.44 1.00 0.90 0.90 0.90 0.90 0.90 0.90 6.05 0.69 0.19 1.32 1.01 1.66 0.34 3.19 0.40 0.40 0.54 0.58 0.77 2.14 1.59 0.64 0.50 0.50 0.71 1.55 0.72 6.05 1.45 1.20 1.35 0.64 2.25 3.80 6.10 6.04 6.25 1.40 2.24 1.20 1.26 1.20 1.26 2.05 6.20 0.65 0.60 0.64 0.64 0.65 0.64 1.25 2.05 1.20 2.90 3.87 3.95 3.19 4.38 4.33 2.15 3.28 1.15 1.01 0.92 2.73 2.63 0.67 0.51 1.50 0.87 1.64 0.54 0.56 1.17 4.00 1.38 2.33 0.66 1.34 1.34 0.42 0.86 0.86 0.86 0.78 0.78 0.26 0.37 0.90 0.62 0.71 1.57 0.71 0.52 2.47 0.26 0.61 0.34 3.65 6.30 4.25 3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 3.65 6.10 6.10 6.10 3.65 2.00 \A1;1.25 7.66 4.83 6.23 11.36 7.03 7.07 5.30 2.04 2.04 0.92 0.84 6.33 0.43 0.92 0.92 5.95 6.00 0.15 3.20 1.30 1.30 2.45 2.55 3.35 1.28 3.20 3.20 0.55 2.30 3.65 6.30 4.25 3.15 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 3.65 6.10 6.10 3.65 2.00 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.70 2.00 1.20 1.80 1.20 1.80 1.20 1.80 1.20 1.80 6.10 1.60 2.00 2.00 2.00 2.00 2.00 3.65 6.30 4.25 6.10 6.10 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 2.00 3.15 3.65 6.10 6.10 6.10 3.65 2.00 0.05 0.10 0.30 0.30 0.20 0.10 0.30 0.15 ALIGERADO + 5.60 ESC: 1/50 A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 19 15 16 17 18 20 21 22 30 31 24 23 25 26 27 28 29 A B C D E F G -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 102 - (30 X 60) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 101 - (25 X 55) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1\A1;/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 -1583.090529998244 As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; -1583.090529998244 As Temp. 0 1/4" @ 0.25 -1583.090529998244 DETALLE DE LOSA ALIGERADA -1583.090529998244 -1583.090529998244 -1583.090529998244 ESC: 1/25 -1583.090529998244 -1583.090529998244 -1583.090529998244 VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) 3.65 6.30 4.25 6.04 5.95 6.10 3.65 3.15 6.30 3.35 3.33 2.98 3.35 6.30 4.25 2.00 3.15 3.65 6.10 6.10 6.10 3.65 2.00 2.00 2.00 2.00 2.00 2.00 0.05 0.10 0.30 0.30 0.20 0.10 0.30 0.15 6.00 PRIMER PISO: PLANTA GENERAL CON EJES, ACCESOS, NIVELES Y CIRCULACION VEHICULAR PISCINA Y SAUNAS - TINICHI MUNICIPALIDAD DISTRITAL DE TINICACHI DISTRITO DE TINICACHI - YUNGUYO PLANTA GENERAL: EJES, ACCESOS Y NIVELES PLANO DIBUJO OCTUBRE 2009 FECHA ESCALA ARQ. J. VILCA LAMINA 01/30 A-01 ARQ. Y. CATACORA APROVADO EJECUCIÓN OBSERVACIONES PROYECTISTA UBICACIÓN TIPO DE OBRA PROYECTO PROPIETARIO \W4.25708; SECTOR PÚBLICO \W3.01628; OBRA RECREACIONAL 1 / 100 WILLIAM ANGULO MAMANI C.A.P. 11493 REVISIÓN A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA GENERAL ESC: 1/50 DEPÓSITO \W7.88587; INSTRUCTOR Y \W5.48961; PRIMEROS AUXILIOS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W7.65845; DAMAS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS \W7.78367; CORREDOR PRINCIPAL \W9.52432; CONTROL Y TAQUILLA \W6.01591; VESTÍBULO \W9.75966; DE \W6.83698; INGRESO PLAYA VASO TALUD PLATEA GRADERIOS 19 15 16 17 18 20 21 22 13 14 24 23 RAMPA NPT + 0.20 PLAYA NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 HALL NPT ± 0.00 CERCO PERIMÉTRICO: Muro de Contención H= 3.00 m. JUNTA DE DILATACIÓN JUNTA DE DILATACIÓN JUNTA DE DILATACIÓN JUNTA DE DILATACIÓN \W6.84014; INGRESO \W6.24607; PRINCIPAL NPT ± 0.00 \W7.01154; INGRESO \W8.95871; DE \W6.93981; SERVICIO 3 2 1 3 2 1 VEREDA EN PENDIENTE (11.5%) BANCA BANCA JARDÍN \W7.01154; INGRESO \W8.95871; DE \W6.93981; SERVICIO NPT ± 0.00 JUNTA DE DILATACIÓN JUNTA DE DILATACIÓN CERCO PERIMÉTRICO (Pendiente 11.5%): Muro Enmallado CERCO PERIMÉTRICO (Pendiente 11.5%): Muro Enmallado VEREDA NPT ± 0.00 VEREDA NPT ± 0.00 VEREDA NPT - 0.30 VEREDA NPT ± 0.00 VEREDA NPT ± 0.00 VEREDA NPT ± 0.00 JARDÍN NPT - 0.20 JARDÍN NPT - 0.20 JARDÍN NPT - 0.50 JARDÍN NPT - 0.50 CALLE PRINCIPAL 1 CALLE PRINCIPAL 2 CERCO PERIMÉTRICO: Muro de Ladrillo CERCO PERIMÉTRICO: Muro de Ladrillo A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA BAJA: Zotano ESC: 1/50 PRIMERA PLANTA: Piscina ESC: 1/50 SEGUNDA PLANTA: Saunas ESC: 1/50 FONDO DE PISCINA \W7.26861; CUARTO \W8.95819; DE \W9.88746; MÁQUINAS DEPÓSITO \W7.88587; INSTRUCTOR Y \W5.48961; PRIMEROS AUXILIOS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W7.65845; DAMAS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS \W7.78367; CORREDOR PRINCIPAL \W9.52432; CONTROL Y TAQUILLA \W6.01591; VESTÍBULO \W9.75966; DE \W6.83698; INGRESO PLAYA VASO TALUD PLATEA GRADERIOS \W8.61526; SAUNA DE \W9.84980; HIERVAS \W8.61526; SAUNA DE \W5.75802; VAPOR \W5.10660; SALA DE \W8.10495; CALDERAS ESTUFA \W5.00415; CAMARA \W6.40686; SECA HALL \W8.42859; SERVICIOS \W7.99817; HIGIENICOS \W8.96596; VARONES \W9.81628; SERVICIOS \W9.20804; HIGIENICOS \W7.65845; DAMAS \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS CAFETERIA \W8.56226; CORREDOR PRINCIPAL \W7.07766; VESTÍBULO DE INGRESO \W5.24288; CONTROL COCINA 19 15 16 17 18 20 21 22 13 14 24 23 5 1 2 3 4 6 7 8 10 9 NPT - 2.50 19 15 16 17 18 20 21 22 30 31 24 23 25 26 27 28 29 RAMPA NPT + 0.20 PLAYA NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 HALL INGRESO NPT ± 0.00 NPT + 3.20 NPT + 3.20 NPT + 3.20 NPT + 3.20 NPT + 3.20 GRADERIOS A B C D E F G 5 5 5 5 5 5 \W6.22410; ESPEJO DE AGUA \W7.36205; PISCINA A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACION ESC: 1/50 DEPÓSITO \W7.88587; INSTRUCTOR Y \W5.48961; PRIMEROS AUXILIOS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W7.65845; DAMAS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS \W7.78367; CORREDOR PRINCIPAL \W9.52432; CONTROL Y TAQUILLA \W6.01591; VESTÍBULO \W9.75966; DE \W6.83698; INGRESO PLAYA NPT + 0.20 PLAYA NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 HALL INGRESO NPT ± 0.00 A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALIGERADO + 3.2 ESC: 1/50 19 15 16 17 18 20 21 22 30 31 24 23 25 26 27 28 29 A B C D E F G 5 5 5 5 5 5 EMPALME VERTICAL d 3/4" 1/2" 5/8" 3/8" 0.60 0.50 0.40 0.35 Z \A1;Z N.F.P. +.10 ANCHO CORTE TIPICO DE ZAPATA 2 ADICIONALES NFC -1.80 d3/8" 1@.05, 6@.10,R@.20 C/E d3/8" @.10 ESCALA 1/25 d1/2" @0.15 d1/2" @0.15 DETALLE DE PLANTA ESCALA 1/25 5 5 5 DETALLE DE CIMENTACION ESCALA 1/25 REF. TRANSV. PISO C-1 REF. PRINC. GEOMETRIA BxT TIPO C-2 CUADRO DE COLUMNAS 0.30x0.40 Resto @0.20 c/e d3/8",1@0.05,10@0.10, 8d5/8" 0.25x0.35 Resto @0.20 c/e d3/8",1@0.05,10@0.10, 6d5/8" 0.25 5 Cimentación Piso de madera machihembrada Falso piso e=0.10 NPT+0.00 NPT+0.30 5 N.T.+0.00 5 Sobrecimiento A - A 5 5 5 5 5 5 5 5 5 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-3 C-2 C-3 C-3 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 PISCINA A A CIMIENTO PARA ESCALERA Æ \H1.333x;1/2 @ 0.15 5 5 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A D - D 0.45 Cimentación Piso de madera machihembrada Falso piso e=0.10 5 Sobrecimiento N.T.+0.00 NPT+0.00 NPT+0.30 5 C C A A B B D D D D D D D D D D DETALLE DE CIMENTACION ESCALA 1/25 5 Cimentación Piso de madera machihembrada Falso piso e=0.10 NPT+0.00 NPT+0.30 5 N.T.+0.00 5 Sobrecimiento A - A 5 D - D 0.45 Cimentación Piso de madera machihembrada Falso piso e=0.10 5 Sobrecimiento N.T.+0.00 NPT+0.00 NPT+0.30 5 B B B B B B B B B B C C C C C C C C C C C C C C C C NPT. + 0.20 5 5 5 5 B - B, C-C VC 4d5/8"+2d1/2" DETALLE DE VIGA DE CIMENTACION ESCALA 1/25 N.F.P. +.10 ANCHO CORTE TIPICO DE ZAPATA 2 ADICIONALES NFC -1.80 d3/8" 1@.05, 6@.10,R@.20 C/E d3/8" @.10 ESCALA 1/25 d1/2" @0.15 d1/2" @0.15 DETALLE DE PLANTA ESCALA 1/25 5 5 5 VC 4d5/8"+2d1/2" VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 102 - (30X 60) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 101 - (25 X 55) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 101 - (25 X 25) VP 103 - (25 X 40) VP 103 - (25 X 20) \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1\A1;/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; 5 5 5 5 5 5 ALIGERADO + 5.60 ESC: 1/50 A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 19 15 16 17 18 20 21 22 30 31 24 23 25 26 27 28 29 A B C D E F G 5 5 5 5 5 5 VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 102 - (30 X 60) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 101 - (25 X 55) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1\A1;/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; 5 5 5 5 5 5 COBERTURA ESC: 1/50 0.05 As Temp. 0 1/4" @ 0.25 0.10 DETALLE DE LOSA ALIGERADA 0.30 0.30 0.20 ESC: 1/10 0.10 0.30 CONCRETO CICLOPEO : S/C = INDICADA EN ENCOFRADOS FABRICARAN CON LAS DIMENSIONES CONCRETO,ARCILLA O SILICO CALCAREO, NORMA VIGENTE CORRESPONDIENTE MINIMAS LOS CUALES PODRAN SER DE : f'm = 45 Kg/cm2 RECUBRIMIENTOS CONCRETO ARMADO CONCRETO : f'c = 210Kg/cm2 ACERO REFUERZO : fy = 4200 Kg/cm2 COLUMNAS Y VIGAS : 3cm CIMIENTOS CORRIDOS : CONCRETO CICLOPEO 1:10 ALIGERADOS Y VIGAS CHATAS : 2.5cm ALBAÑILERIA (verificar en terreno) CAPACIDAD PORTANTE : 1.0 Kg/cm2 SOBRECIMIENTOS : CONCRETO CICLOPEO 1:8 (CEMENTO-HORMIGON MAS 25% PG (3"max.) (CEMENTO-HORMIGON MAS 30% PG (6"max.) TODAS LAS UNIDADES DE ALBAÑILERIA SE DEBERAN CLASIFICAR CON EL TIPO IV DE LA TERRENO SOBRECARGA 13 del Volumen no excederan el 30% Si tiene Alveolos estos 9 24 ESPECIFICACIONES TECNICAS DETALLE DE DOBLADO DE ESTRIBOS dDE COLUMNA,PLACA O VIGA ESPECIFICADO a ESPECIFICADO 45° 45° r EN COLUMNAS Y VIGAS 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) 1/2" 25 G(cm) ø \Fsimplex.shx;G 3/8" 20 1/4" 15 NOTA: 3/4" 45 5/8" 35 DE FIERRO CORRUGADAS EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO Y LOSA DE CIMENTACION, COLUMNA EN EL CUADRO MOSTRADO. SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS CUADRO DE GANCHOS STANDARD EN VARILLAS 0.45 0.50 SUPERIOR REFUERZO h MENOR DE 0.30 0.40 0.40 ø 0.40 3/8" 0.40 1/2" INFERIOR REFUERZO h CUALQUIERA H m DE 0.30 h MAYOR VALORES DE m L/3 m L/3 L/3 L/4 L/4 EMPALMES TRASLAPADOS PARA VIGAS, LOSAS Y ALIGERADOS L/4 L/4 E(mt) SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm PARA d3/8" Y \fTxt|b0|i0|c0|p0;35cm PARA d1/2"Y d5/8" EN UNA MISMA SECCION INFERIOR SE EMPALMARA SOBRE LOS APOYOS, 1. NO EMPALMAR MAS DEL 50% DEL AREA TOTAL 2. EN ALIGERADOS Y VIGAS CHATAS EL ACERO UNION LONGITUDINAL DE VIGAS TIPICAS ARMADURA DE ARMADURA DE d MENOR d MAYOR IGUAL PERALTE ARMADURA DE VIGA MENOR 5/8" 1/2" DISTINTO PERALTE ARMADURA DE VIGA MAYOR .25 .50 .50 NOTAS. .25 .60 .50 A B C D E F 4 5 6 7 5 5 5 5 5 5 5 5 5 TIJERAL 01 TIJERAL 01 TIJERAL 01 TIJERAL 01 TIJERAL 01 TIJERAL 01 TIJERAL 01 TIJERAL 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 CORREAS 01 5 5 5 \W6.14038; TANQUE CISTERNA VIGA DE CIMENTACION 5 5 5 5 5 5 5 5 ARMADURA TIPO - 3 ( 2L ) 1.5" X 1.5" X 1/8" Fº LISO Ø 3/8" ARMADURA TIPO - 1 VARIABLE DETALLE - C DETALLE - B PLANCHA METALICA 8" X 12" X 1/4" PLANCHA METALICA 6" X 8" X 1/4" TIPO - 2 ESC: 1/20 DETALLE - A, APOYO EN VIGAS PLANTA A A VIGA DE C° A° ARMADURA Æ 3/4 Æ 3/4 DETALLE J - J DLU 2" X 2" X 0.25" VER DETALLE A VIGA DLU 2" X 2" X 0.25" VIGA DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" VER DETALLE A DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" VIGA DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" DETALLE DE APOYO ESC: 1/25 PLANCHA METALICA e = 1/4" 0.35 COBERTURA de CALAMINON "T" Detalle de Cobertura ESPECIFICACIONES DE ESTRUCTURAS METALICAS ACERO ESTRUCTURAL : PG-E24 (SIDER - PERU) ó similar fy= 2400 Kg/cm2 Resistencia minima a la tracción (Rotura) R= 4100 Kg/cm2 Alargamiento A= 21% SOLDADURA : Electrodos Cellocord "AP", Cellocord "A", Cerlikon ó Similar clase AWS : E-6011 Resistencia minima a la traccion 45.7 Kg/cm2 Limite de Fluencia minimo 37.9 Kg/cm2 Alargamiento en 2" 22% - 30% NOTA : Lo no establecido en Planos y Especificaciones se regira por la norma: Specification for the desing fabrication and erection of structural steel for building de la AISC (Instituto Americano de Construccion en Acero) espesor minimo de 1/8" salvo que se indique otro espesor. Todos los empalmes son soldados en todo el contorno con ESTRUCTURA METALICA VARILLAS LISAS : f'y= 2500 kg/cm2 COBERTURA : Plancha de policarbonato de e=8mm VELOCIDAD DE VIENTO 70 km/hora MATERIAL : Plancha de acero de calidad estructural LAC f'y= 2500 kg/cm2 SOBRE CARGA SOBRE COBERTURA = 30 kg/m2 AISC - 69 - A ISI - 68 REGLAMETO NACIONAL DE CONSTRUCCIONES SOLDADURA : electrodos E-060 PINTURA METALICA : Con anticorrosivo y esmalte epoxico de 6mils. SOBRECARGA: REGLAMENTOS: SOBRE CARGA SOBRE COBERTURA NIEVE/GRANIZO = 30 kg/m2 CANALETA DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.25" DLU 2" X 2" X 0.125" DLU 2" X 2" X 0.25" DLU 2.5" X 2.5" X 0.25" DLU 2" X 2" X 0.25" Plancha de Policarbonato e= 8 mm. Tubo cuadrado de 75x75 mm. de e= 1.5 mm. As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; 0.05 As Temp. 0 1/4" @ 0.25 0.10 DETALLE DE LOSA ALIGERADA 0.30 0.30 0.20 ESC: 1/25 0.10 0.30 0.15 As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; 5 \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION 0.30 0.40 0.35 VP 103 - (25 X 40) VP 103 - (25 X 40) VP 103 - (25 X 40) VP 103 - (25 X 40) VP 103 - (25 X 40) VP 102 - (30X 60) VP 102 - (30X 60) VP 102 - (30X 60) VP 102 - (30X 60) VP 102 - (30X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) K K S=d 3/8",1@.05, 2@.10, R@.25 VP-102, 202(.30x.60) ESC: 1/25 5 2 4 5 5 CORTE K-K ESC: 1/25 3d5/8" 2d1" 3d5/8" 2d1" DETALLE DE MURO DE CONTENSION ESC: 1/25 5 5 5 5 5 5 1d5/8"@ 0.3 1d5/8"@ 0.3 1d5/8"@ 0.3 1d3/8"@ 0.25 DETALLE DE FONDO DE PISCINA ESC: 1/75 MURO DE CONTENSION MURO DE CONTENSION 3/8"@ 0.25 3/8"@ 0.25 H H SECCION H-H \W6.14038; TANQUE CISTERNA TIJERAL 01 ESC: 1/40 \A1; K K S=d 3/8",1@.05, 2@.10, R@.25 VP-101(.30x.55) ESC: 1/25 5 A B 5 5 CORTE K-K ESC: 1/25 2d3/4"+1d5/8" 2d1" 2d3/4" 2d1" 5 C 5 D 5 E 5 G K K K K K K L L L L 5 5 CORTE L-L ESC: 1/25 2d1" 2d3/4" VB. VIGA BORDE (.15 X .25) 2d 3/8"--S=d1/4",@.10 5 0.25 CORTE K-K S=d 3/8",1@.05, 4@.10, 4@.15, R@.20 VP-103, 203(.25x.40) 5 2 3 5 5 ESC: 1/25 ESC: 1/25 ESC: 1/25 5d5/8" S=d 3/8",1@.05, 4@.10, 4@.15, R@.20 S=d 3/8",1@.05, 4@.10, 4@.15, R@.20 S=d 3/8",1@.05, 4@.10, 4@.15, R@.20 3 5 3 5 5 5 H 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 2d3/4" 2d1" 1d5/8" 2d3/4" 2d1" 1d5/8" 2d3/4" 2d1" 1d5/8" 2d3/4" 2d1" 1d5/8" 2d3/4" 2d1" 1d5/8" 5 5 5 5 5 5 5 K K S=d 3/8",1@.05, 2@.10, R@.25 VP-102, 202(.30x.60) ESC: 1/25 5 2 4 5 5 CORTE K-K ESC: 1/25 3d5/8" 2d1" 3d5/8" 2d1" 5 5 VP-101(.30x.55) ESC: 1/25 0.60 0.45 0.40 5/8" \W8.23179; CUARTO DE MAQUINAS Ø 1/2 @ 0.25 0.15 DETALLE ESCALERA N°01 0.10 ESC: 1/25 TRAMO 3 5 Ø 1/2@ 0.25 5 0.175 0.175 0.175 Ø 3/8 @ 0.30 DETALLE ESCALERA N°01 ESC: 1/25 TRAMO 4 5 5 5 Ø 1/2 @ 0.25 0.15 5 Ø 3/8 @ 0.30 VIGA VS 0.20 LOSA ALIGERADA 0.20 Ø 1/2@ 0.25 5 5 0.175 - 0.75 Ø 1/2 @ 0.25 0.15 DETALLE ESCALERA N°01 NIV. FUNDACION Ø 3/8 @ 0.30 0.80 0.10 0.50 0.10 ESC: 1/25 TRAMO 1 5 Cimentación 5 Ø 1/2@ 0.25 5 Ø 3/8 @ 0.30 Ø 1/2@ 0.25 5 5 5 DETALLE ESCALERA N°01 ESC: 1/25 TRAMO 2 Ø 1/2 @ 0.25 0.15 5 Ø 3/8 @ 0.30 VIGA VS Ø 1/2@ 0.25 5 5 0.175 - 0.75 Ø 1/2 @ 0.25 0.15 DETALLE ESCALERA N°01 NIV. FUNDACION Ø 3/8 @ 0.30 0.80 0.10 0.50 0.10 ESC: 1/25 TRAMO 3 5 Cimentación 5 Ø 1/2@ 0.25 5 0.175 0.175 0.175 Ø 3/8 @ 0.30 Ø 1/2@ 0.25 5 5 5 VIGA VS 4Ø 5/8" 4Ø 1/2" PISO A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 INST. SANITARIAS: Zotano ESC: 1/50 INST. SANITARIAS PRIMERA PLANTA: Piscina ESC: 1/50 INST. SANITARIAS SEGUNDA PLANTA: Saunas ESC: 1/50 FONDO DE PISCINA \W7.26861; CUARTO \W8.95819; DE \W9.88746; MÁQUINAS DEPÓSITO \W7.88587; INSTRUCTOR Y \W5.48961; PRIMEROS AUXILIOS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W7.65845; DAMAS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS \W7.78367; CORREDOR PRINCIPAL \W9.52432; CONTROL Y TAQUILLA \W6.01591; VESTÍBULO \W9.75966; DE \W6.83698; INGRESO PLAYA VASO TALUD PLATEA GRADERIOS \W8.61526; SAUNA DE \W9.84980; HIERVAS \W8.61526; SAUNA DE \W5.75802; VAPOR \W5.10660; SALA DE \W8.10495; CALDERAS ESTUFA \W5.00415; CAMARA \W6.40686; SECA HALL \W8.42859; SERVICIOS \W7.99817; HIGIENICOS \W8.96596; VARONES \W9.81628; SERVICIOS \W9.20804; HIGIENICOS \W7.65845; DAMAS \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS CAFETERIA \W8.56226; CORREDOR PRINCIPAL \W7.07766; VESTÍBULO DE INGRESO \W5.24288; CONTROL COCINA 19 15 16 17 18 20 21 22 13 14 24 23 5 1 2 3 4 6 7 8 10 9 NPT - 2.50 19 15 16 17 18 20 21 22 30 31 24 23 25 26 27 28 29 RAMPA NPT + 0.20 PLAYA NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 HALL INGRESO NPT ± 0.00 NPT + 3.20 NPT + 3.20 NPT + 3.20 NPT + 3.20 NPT + 3.20 GRADERIOS A B C D E F G 5 5 5 5 5 5 \W6.22410; ESPEJO DE AGUA \W7.36205; PISCINA 5 \W6.14038; TANQUE CISTERNA NF= -2.10 NT= -1.10 PVC SAL D - ø 4" NF= -2.10 NT= -1.10 NF= -2.10 NT= -1.10 NF= -2.10 NT= -1.10 DOMICILIARIA CONEXION PVC SAL D - ø 4" PVC SAL D - ø 4" PVC SAL D - ø 4" R-4" R-4" ø 4" ø 4" ø 4" ø 4" ø 2" ø 2" ø 2" ø 2" ø 2" ø 4" ø 2" ø 2" ø 2" ø 2" ø 4" NF= -2.10 NT= -1.10 LLEGA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 4" ø 4" ø 4" ø 4" ø 2" ø 2" ø 2" ø 2" ø 2" R-2" R-2" d 30 x 30 cm Ducto para chimenea Viene de la Red ø 1 1/2" PVC SAP Viene de la Red ø 1 1/2" PVC SAP Vapor a 100 psig Caldera de 20 HP con quemador a gas de 3 p3 de resina B10 Salmuera Tanque Ablandador Condensado Tanque de Ducto colgado ø 8" Chimnenea VAC Piscina TUB. CU - 1" TUB. CU - 1" TUB. CU - 1" TUB. CU - 1" TUB. CU - 1" TUB. CU - 1" DREN DE FONDO CON REJILLA 12 x 12 rejilla desnatadora Viene agua de Viene aspirado 2" ø 6" 2" 3" B2 B1 DREN DE FONDO PISCINA ADULTOS Int. Calor Int. Calor ø 3/4" HIDRO 3 Sube vapor Sube vapor Viene de la Red ø 1 1/2" PVC SAP Viene de la Red ø 1 1/2" PVC SAP Escalera de gato Valvula flotadora 1" B8 6 INTERCAMBIADOR DE CALOR Condensado ø 1/2" Calor Agua Fria Intercambiador de CABESAL DE VAPOR Secadores de vapor (condensado) Reductora presion 7 7 Condensado ø 1/2" DETALLE INTERCAMBIADOR DE CALOR Agua Fria Calor Intercambiador de Controlador de temperatura Agua Caliente Condensado Vapor A A CORTE A-A PLANTA ESC: 1/25 ESC: 1/25 Marco y tapa de Fº Fº ø 4" PVC DETALLE CAJA DE REGISTRO ESQUEMA VALVULA SIAMESA DE PARED Tapa de concreto armado Rejilla de ø 4" Caja de concreto CAJA SUMIDERO TENSOR DE COLGADO DE TUBERIA ( Espaciamiento maximo 1.50 m) Perno de ø 3/8" Platina de 2" x 1/4" Perno de expansion de 8mm x 50 mm Tubo pvc d 1 1/2" en dren 6"x6" 5% 5% 1% 1% 1 d 3/8" Ensanche de concreto 3 estribos de 1/2" Malla d 3/8" cada 0.25 (ADICIONAL) Tubo pvc d 2" en dren 9"x9" DETALLE DEL Dren de fondo 9x9" y 6"x6" Losa de concreto con malla d 1/4" cada 0.10 Tapa Colocar tapon d 1 1/2" A la succion de la bomba NIV. -0.63 DETALLE DEL DESNATADOR NIV. -0.22 NIV. 0.00 TEE PVC 4" REJILLA 4" DETALLE SUMIDERO EN PISCINA Esc: 1/10 Esc: 1/25 Esc: s/e Esc: s/e Esc: s/e ESC: 1/12.5 Tuberia Hidro 3 ø 1 1/2" ø 1 1/2" ø 1" vapor de temperatura Valvula control Valvula seguridad desaereador A intercambiador ø 1" A intercambiador ø 2" Tapon a linea condensado ø 2" Purga Purga Esc: 1/20 DETALLE DREN DE FONDO 12" x 12" 1% Ceramico 1% Bruña de 1/2" x 1" sellar con poliuretano Tubo de ø 6" Malla ø 3/8" @ 0.20 de Fº Fº Marco y tapa CODO DE 45º YEE DE 45ª SUMIDERO REGISTRO ROSCADO TRAMPA "P" CAJA DE REGISTRO RED DE AGUA CODO DE 90ª TEE DE 90ª MEDIDOR DE AGUA M VALVULA DE COMPUERTA RED DESAGUE LEYENDA VAPOR DE AGUA AGUA CALIENTE AGUA FRIA A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 INST. SANITARIAS SEGUNDA PLANTA: Saunas ESC: 1/50 \W8.61526; SAUNA DE \W9.84980; HIERVAS \W8.61526; SAUNA DE \W5.75802; VAPOR \W5.10660; SALA DE \W8.10495; CALDERAS ESTUFA \W5.00415; CAMARA \W6.40686; SECA HALL \W8.42859; SERVICIOS \W7.99817; HIGIENICOS \W8.96596; VARONES \W9.81628; SERVICIOS \W9.20804; HIGIENICOS \W7.65845; DAMAS \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS CAFETERIA \W8.56226; CORREDOR PRINCIPAL \W7.07766; VESTÍBULO DE INGRESO \W5.24288; CONTROL COCINA 19 15 16 17 18 20 21 22 30 31 24 23 25 26 27 28 29 NPT + 3.20 NPT + 3.20 NPT + 3.20 NPT + 3.20 NPT + 3.20 GRADERIOS A B C D E F G 5 5 5 5 5 5 \W6.22410; ESPEJO DE AGUA \W7.36205; PISCINA 5 BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" BAJA PVC SAL D - ø 4" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 2" ø 4" ø 4" ø 4" ø 4" ø 2" ø 2" ø 2" ø 2" ø 2" R-2" R-2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 INST. SANITARIAS PRIMERA PLANTA: Piscina ESC: 1/50 DEPÓSITO \W7.88587; INSTRUCTOR Y \W5.48961; PRIMEROS AUXILIOS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W7.65845; DAMAS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS \W7.78367; CORREDOR PRINCIPAL \W9.52432; CONTROL Y TAQUILLA \W6.01591; VESTÍBULO \W9.75966; DE \W6.83698; INGRESO PLAYA VASO TALUD PLATEA GRADERIOS 19 15 16 17 18 20 21 22 13 14 24 23 RAMPA NPT + 0.20 PLAYA NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 HALL INGRESO NPT ± 0.00 NF= -2.10 NT= -1.10 PVC SAL D - ø 4" NF= -2.10 NT= -1.10 NF= -2.10 NT= -1.10 NF= -2.10 NT= -1.10 DOMICILIARIA CONEXION PVC SAL D - ø 4" PVC SAL D - ø 4" PVC SAL D - ø 4" R-4" R-4" ø 4" ø 4" ø 4" ø 4" ø 2" ø 2" ø 2" ø 2" ø 2" ø 4" ø 2" ø 2" ø 2" ø 2" ø 4" NF= -2.10 NT= -1.10 LLEGA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" LLEGA PVC SAL D - ø 4" Viene de la Red ø 1 1/2" PVC SAP Viene de la Red ø 1 1/2" PVC SAP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACION ESC: 1/50 DEPÓSITO \W7.88587; INSTRUCTOR Y \W5.48961; PRIMEROS AUXILIOS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W7.65845; DAMAS \W9.81628; SERVICIOS \W9.38587; HIGIENICOS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W6.90244; VARONES \W9.18154; DUCHAS, VESTIDORES \W8.25507; Y CASILLEROS \W7.65845; DAMAS \W7.78367; CORREDOR PRINCIPAL \W9.52432; CONTROL Y TAQUILLA \W6.01591; VESTÍBULO \W9.75966; DE \W6.83698; INGRESO PLAYA NPT + 0.20 PLAYA NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 NPT + 0.20 HALL INGRESO NPT ± 0.00 5 5 5 5 5 5 5 5 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-3 C-2 C-3 C-3 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 Æ \H1.333x;1/2 @ 0.15 5 5 PISCINA A A CIMIENTO PARA ESCALERA Æ \H1.333x;1/2 @ 0.15 5 5 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A C C A A B B D D D D D D D D D D B B B B B B B B B B C C C C C C C C C C C C C C C C 5 \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W9.16736; VIGA DE CIMENTACION \W6.14038; TANQUE CISTERNA ALIGERADO + 5.60 ESC: 1/50 A B C D E F G 2 4 5 6 7 3 1 2 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 19 15 16 17 18 20 21 22 30 31 24 23 25 26 27 28 29 A B C D E F G 5 5 5 5 5 5 VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 101 - (25 X 55) VP 102 - (30 X 60) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 101 - (25 X 55) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) VP 103 - (25 X 20) \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1/2+1 Æ \S3/8; \A1;1 Æ 1\A1;/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 \A1;1 Æ 1/2 As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; 5 5 5 5 5 5 As T Æ 1/4\fArial|b0|i0|c0|p34; @ 0.25\H0.25x; 0.05 As Temp. 0 1/4" @ 0.25 0.10 DETALLE DE LOSA ALIGERADA 0.30 0.30 0.20 ESC: 1/25 0.10 0.30 0.15 VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) VP 102 - (30 X 60) 5 Vao day nghe bai nay di ban http://www.freewebtown.com/gaigoisaigon/

Language	Spanish
Drawing Type	Detail
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot, Garden / Park
Tags	autocad, DETAIL, details, DWG, piscina, piscine, plants, POOL, sauna, schwimmbad, swimming pool

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