Pool – Structures Coliseum DWG Detail for AutoCAD

Pool – Structures Coliseum DWG Detail for AutoCAD

Structures with details of a module pool; with zotano intended for machine room of the pool; with outages; details and technical specifications; plus a plant and details of a self-supporting arch roof coverage.

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

Ministry of Education, Republic of Peru, code, plane of, educational institution, system, sheet, date, Location, designer, Projects, reviewed, scale, drawing, consultant, pool modulo elevation graderias shafts, code, plane of, educational institution, system, sheet, date, Location, designer, Projects, reviewed, scale, drawing, consultant, pool module shaft lift, code, plane of, educational institution, system, sheet, date, Location, designer, Projects, reviewed, scale, drawing, consultant, pool modulo columns slab basement, code, plane of, educational institution, system, sheet, date, Location, designer, Projects, reviewed, scale, drawing, consultant, pool modulo slab basement specifications, code, plane of, educational institution, system, sheet, date, Location, designer, Projects, reviewed, scale, drawing, consultant, pool modulo plant penthouse arcotecho details, see plant, code, plane of, educational institution, system, sheet, date, Location, designer, Projects, reviewed, scale, drawing, consultant, pool module elevation walls axes, var., var., var., code, plane of, educational institution, system, sheet, date, Location, designer, Projects, reviewed, scale, drawing, consultant, swimming pool modulo view on the floor grades cuts of beams, var., type of foundation, maximum allowable settlement, cut-off factor, admissible ground pressure, minimum depth of foundation, supporting layer of foundation., summary of foundation conditions, zone factor, spectral acceleration, with the subsoil., building category factor, Concrete cement in contact, soil aggressiveness, soil parameter, acceleration of gravity, reduction coefficient, seismic amplification factor, summary of seismic parameters, of buildings, kind, below the surface, inorganic clays, combined running foundation., surface by means of shoes, portland type ms., sulphates moderate aggressiveness., natural terrain., chlorides salts mild aggressive., double mesh, double mesh, solid slab, sup, scale, scale, cut, surface with, waterproofing, sup, concrete, subzapata, scale, p.m. Max., development:, scale, meeting, p.m. Max., development:, scale, mesh, scale, mesh, scale, mesh, scale, mesh, scale, scale, mesh, scale, p.m. Max., development:, scale, scale, detail of false stepped shoe, see plant, large stone, concrete cycle, false shoe, n.f., view detail of, false shoe, stepped, columnar columns box, columnar columns box, basement, detail, scale, sup, sup, sup, sup, sup, sup, sup, p.m. Max., development:, scale, p.m. Max., development:, scale, scale, lightened mt., mesh, bend at ends, esc, higher, typical slab detail, higher, lower, esc, scale, floor, basement, floor, typical elevation of arcotecho, self-supporting cover, arcotecho system, self-supporting cover, arcotecho system, beam, arcotecho channel, beam, arcotecho channel, ceiling membrane specifications, material: galvanized steel prepainted white color, thickness:, overload:, snow load: not considered, dead load:, own weight of ceiling membrane, wind speed:, bolts, pl of galvanized steel, expansion, scale, esc:, beam anchor, beam, concrete, bolts, expansion, from

Raw text data extracted from CAD file:

MINISTERIO DE EDUCACION REPUBLICA DEL PERU .50 .50 .50 1.70 .40 .25 .90 .13 .53 .24 .50 .42 .10 CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-109 ESCALA DIBUJO 1/50 CONSULTOR \W7.52381; PISCINA MODULO 20 ELEVACION GRADERIAS Y EJES Z y U CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-108 ESCALA DIBUJO 1/50 CONSULTOR \W5.38095; PISCINA MODULO 20 ELEVACION DE EJES X, Y, W , V CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-104 ESCALA DIBUJO 1/50 CONSULTOR \W7.00000; PISCINA - MODULO 20 CIENTACION, COLUMNAS Y LOSA SOTANO CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-105 ESCALA DIBUJO 1/50 CONSULTOR \W4.88095; PISCINA - MODULO 20 LOSA SOTANO Y ESPECIFICACIONES CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-111 ESCALA DIBUJO 1/50 CONSULTOR \W9.83333; PISCINA MODULO 20 PLANTA COBERTURA ARCOTECHO Y DETALLES .25 .45 .12 .25 .14 .10 .20 .40 .30 .50 .70 .35 .10 .70 .50 .30 .20 .24 1.50 3.95 .25 1.80 3.05 .10 .70 .50 .30 .20 .24 .80 .50 2.17 .47 .20 2.865 .20 .45 .60 0.25 .20 2.865 .20 .45 .60 .24 .20 2.865 .20 .45 .60 .24 1.50 .30 .50 .70 .20 .25 .20 2.865 .20 .45 .60 .24 .50 .50 .50 .10 .70 .50 .30 .25 .60 .10 .70 .50 .30 .20 .13 1.00 .10 .70 .50 .30 1.00 b a VER PLANTA a b a b .60 .10 .20 .50 .25 .50 .25 .37 .27 .37 .27 .85 .85 0.20 .25 .25 .25 .25 .38 .27 .38 .30 .27 .30 .27 .90 .24 .90 .24 1.20 .24 1.20 .24 .50 .13 .50 .40 .25 .40 .25 .84 .50 .84 .50 .25 .25 .25 .13 .25 .13 .25 .53 .25 .53 .30 .24 .30 .24 .42 1.00 1.00 .25 .27 .37 .70 .50 .24 1.00 .48 .64 .50 .27 .10 .40 .27 .27 1.00 .30 .79 .20 .20 .25 .20 .25 .30 .30 .37 .25 .50 .10 .70 .50 .30 .20 .13 1.00 .20 .25 .10 .70 .50 .30 1.60 .10 .70 .50 .30 .20 1.60 .07 .63 .28 .89 .13 .20 1.26 1.26 .09 .07 .63 .28 .69 .13 .40 .86 0.9 .20 .13 .13 \A1;200 \A1;300 \A1;100 \A1;150 \A1;100 \A1;50 \A1;20 (Libres) \A1;200 \A1;20 (Libres) 4.33 2.08 4.33 4.64 5.68 4.64 5.68 2.03 5.19 3.53 2.18 3.60 3.60 3.60 3.60 3.63 5.68 4.64 4.33 2.08 4.33 4.64 5.68 1.67 3.63 3.60 3.60 2.06 5.85 3.57 5.25 2.08 4.33 4.64 5.68 1.67 3.63 3.60 3.60 2.06 5.85 3.57 5.25 4.33 2.08 4.33 4.64 5.68 4.64 5.68 2.03 5.19 3.53 2.18 3.60 3.60 3.60 3.60 3.63 5.68 4.64 4.33 2.06 5.85 3.57 5.25 2.03 .70 .50 .70 .50 .70 .50 .70 .50 .70 .50 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8":1@.05;Rsto.@0.15 d3/8":1@.05;Rsto.@0.15 d3/8":1@.05;Rsto.@0.15 .29 .13 .29 .13 .16 .25 .16 .25 d3/8";1@.05;4@.15Rsto.@.20 c/e d3/8";1@.05;4@.15 Rsto.@.20 c/e d3/8";1@.05;6@.10Rsto.@.25 c/e d3/8";1@.05;5@.10Rsto.@.25 c/e d3/8";1@.05;6@.10;8@.20Rsto.@.25 c/e d3/8";1@.05;6@.10;8@.20Rsto.@.25 c/e d3/8";1@.05;8@.10;Rsto.@.20 c/e d3/8";1@.05;8@.10;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;8@.10;Rsto.@.20 c/e d3/8";1@.05;8@. 10;Rsto.@.20 c/e d3/8";1@.05;6@.10;8@.20Rsto.@.25 c/e d3/8";1@.05; RSTO@.10c/e .25 Ó 0.30 .25 d3/8": 5@0.15 d3/8";1@.05;4@.15;Rsto.@.20 c/e d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e d3/8";1@.05;5@.10;Rsto.@.25 c/e d3/8";1@.05;6@.10;Rsto.@.25 c/e d3/8";1@.05;5@.10;Rsto.@.25 c/e d3/8":1@.05;Rsto.@0.15 d3/8";1@.05;5@.10Rsto. @.25 c/e .30 .24 5.68 4.64 4.33 2.08 4.33 4.64 5.68 5.68 4.64 4.33 2.08 4.33 4.64 5.68 1.67 20.20 8.86 28.92 CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-110 ESCALA DIBUJO 1/50 CONSULTOR \W7.76190; PISCINA MODULO 20 ELEVACION MUROS EJES T , Z1 y Z2 150 120 .17 .37 .17 .37 .24 .47 .47 .47 .24 .47 .24 .12 .35 .47 VAR. .47 .24 .12 .35 .27 .47 .24 .20 VAR. .48 .12 .24 .47 .47 .24 .47 .24 .48 .12 .24 .47 VAR. .24 .20 .10 .70 .50 .30 .70 .80 .20 .29 .24 .50 .42 .10 .12 .25 .35 .25 .37 .25 .30 0.25 .07 .25 .25 .25 .25 .25 .25 .50 1.80 .10 .10 d3/8":5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8";1@.05;4@.15Rsto.@.20 c/e d3/8";1@.05;6@.10Rsto.@.20 c/e d3/8":1@0.05 Rsto@.10 d3/8";1@.05;8@.10Rsto.@.20 c/e d3/8":1@0.05;4@.10; Rsto@.20 d3/8";1@.05;4@.10;6@.15,Rsto.@.20 c/e d3/8":1@0.05;4@.10;6@.15,Rsto@.20 d3/8";1@.05;4@.10;6@.15,Rsto.@.20 c/e d3/8":1@0.05;4@.10;6@.15,Rsto@.20 d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e .81 .24 .23 .90 1.50 CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-107 ESCALA DIBUJO 1/50 CONSULTOR \W5.92857; PISCINA MODULO 20 VISTA EN PLANTA GRADERIAS Y CORTES DE VIGAS .70 .40 .40 .40 .40 .70 .05 .30 (Tip.) .78 1.31 2.59 1.31 \A1;D .25 .25 1.00 .24 .46 .50 2.80 1@.05 Rsto@.10 .10 3.65 .50 2.80 1@.05 Rsto@.10 .10 3.65 2.80 1@.05 Rsto@.10 .10 3.65 .50 .50 2.80 .13 .50 .50 .10 .70 .50 .30 2.02 .13 .15 .10 .70 .50 .30 .13 .10 .70 .50 .30 .40 .80 .10 .20 .25 1.76 .25 1.70 1.70 .50 .10 .70 .50 .30 .60 .25 3.10 .07 4.11 .20 .40 .40 45.00° .20 .25 2.10 4.11 .20 .40 .40 45.00° .20 .25 3.10 .07 2.10 .60 .50 .50 .50 .20 .13 VAR. .30 .30 1.32 1.32 .30 .27 .30 .27 .30 .30 1.32 1.32 .30 .27 .30 .27 .30 .30 1.32 1.32 1.00 1.00 .25 .27 .37 1.20 .24 1.20 .24 .50 .13 .50 .40 .25 .40 .25 .84 .50 .84 .50 .25 .25 .25 .25 .25 .25 .25 .13 .25 .13 .25 .53 .25 .53 .30 .24 .30 .24 .25 1.00 .24 .46 .25 .81 .24 .23 .29 .13 .29 .13 .16 .25 .16 .25 .17 .37 .17 .37 1.50 .25 .60 .24 .25 .25 .30 .27 .20 d3/8":1@.05;Rsto.@0.15 .60 .24 .20 .20 .25 .10 .29 .19 .10 .20 .40 .20 .20 .45 .60 .24 .12 .76 2.10 .20 .13 2.185 .12 .28 .07 .05 .11 .15 TIPO DE CIMENTACION ASENTAMIENTO MAXIMO PERMISIBLE FACTOR DE SEGURIDAD POR CORTE PRESION ADMISIBLE DE TERRENO PROFUNDIDAD MINIMA DE CIMENTACION ESTRATO DE APOYO DE CIMENTACION. RESUMEN DE CONDICIONES DE CIMENTACION FACTOR DE ZONA ACELERACION ESPECTRAL CON EL SUBSUELO. FACTOR DE CATEGORIA DE EDIFICACION CEMENTO DE CONCRETO EN CONTACTO AGRESIVIDAD DEL SUELO PARAMETRO DE SUELO ACELERACION DE GRAVEDAD COEFICIENTE DE REDUCCION FACTOR DE AMPLIFICACION SISMICA RESUMEN DE PARAMETROS SISMICOS 7 U Z Sa g R C S 6 5 4 3 2 1 8 3 Ry=8 (PORTICOS DE CONCRETO) C=2.5x(TP/T) C< 2.5 U=1.5 (CATEGORIA "C" DE EDIFICACIONES g R 2 9.81m/seg S=1.4 (SUELO TIPO S ) IMPORTANTE). Z=0.4 (ZONA 3) Sa=ZUSC TP= 0.9seg. 1.50m. POR DEBAJO DE LA SUPERFICIE ARCILLAS INORGANICAS (CL) COMBINADAS Y CIMIENTO CORRIDO. SUPERFICIAL POR MEDIO DE ZAPATAS PORTLAND TIPO MS. SULFATOS AGRESIVIDAD MODERADA. 3 NATURAL DEL TERRENO. 2.50cm. 0.82 Kg/cm2. CLORUROS Y SALES AGRESIVAD LEVE. Rx=6 (MUROS DE CONCRETO) 1d 1e 1f 1g 1h 1i 2a 2b 2c 1f 1g 1h 1i Z1 Y X W V U T 2a 2c 2b Z2 Z1 Z X W V U T Y Z Z3 Z3 2d 1e Z1 2c 2a Z3 2d DOBLE MALLA ø3/8"@0.20 (INF. Y SUP.) DOBLE MALLA ø3/8"@0.20 (INF. Y SUP.) LOSA MACIZA 5 5 2d1/2" 2d1/2" VA-1(.37x.50) SUP VS4 (.25 x .30)Inv VS4 (.25 x .30)Inv ESCALA 1/75 d3/8"@.20 d3/8"@.20 5 ESCALA : 1/25 CORTE 15-15 5 5 5 SUPERFICIE CON IMPERMEABILIZANTE 5 V-2(.30 x 50) V-4a(.25x.60) (.35x..50) V-2(.30 x 50) V-2(.30 x 50) V-2(.30 x 50) V-2(.30 x 50) V-2(.30 x 50) V-2(.30 x 50) V-2(.30 x 50) VA-1(.24x.47) SUP VA-2 4d1/2" d8mm.;1@.05,6@.10 2@.15,R@.25 5 5 ESC=1/25 5 5 ESC=1/25 7d5/8" d3/8";1@.05;6@.10 Rsto.@.25 c/e d3/8"@.20 5 5 V-4a(.25x.60) d3/8"@.20 V- 1(.35x..50) V- 1(.35x..50) V- 1(.35x..50) V- 1(.35x..50) V- 1(.35x..50) V- 1(.35x..50) V- 1(.35x..50) V-3A(.25x.50) V-3A(.25x.50) V-3A(.25x.50) V-3A(.25x.50) V-3A(.25x.50) 5 5 5 5 1d 1e 1f 1g 1h 1i 2a 2b 2c 1f 1g 1h 1i Z1 Y X W V U T 2a 2c 2b Z2 Z1 Z X W V U T Y Z Z3 Z3 2d 1e C-17 C-17 C-17 C-17 C-17 C-17 C-17 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 4 4 4 4 3 3 3A 3A 4 4 6 6 6 6 9 9 11 11 10 10 11 11 8 8 10 10 9 9 10 10 7a 8 8 8 8 7a 7a 11 11 11 11 11 11 11 11 11 11 11 11 7a 7a 8 8 8 8 9 9 9 9 9 9 10 10 10 10 12 12 5 d3/8":1@0.05, Rto.@0.20c/e CONCRETO SUBZAPATA 5 6d1/2" 5 5 5 5 5 ESCALA 1/25 N.F.C.=27.450 NFP+28.70 12 12 13 13 14 14 13 13 13 13 15 15 15 15 15 15 15 15 8 8 V- 1 5 d3/8"@.20 d5/8"@0.20 6d1/2" 6d3/8" 4d5/8" 2d5/8" 25% P.M. (T. Max. 3") SOBRECIMIENTO: 5 d3/8":1@0.05, Rto.@0.20c/e 5 5 5 5 5 ESCALA 1/25 5 NFP=+28.90 5 V-1 (.35x.50) d5/8"@0.20 Junta (Ver Arq.) 3d1/2" 6d3/8" 4d5/8" 2d5/8" 25% P.M. (T. Max. 3") SOBRECIMIENTO: 5 d3/8":1@0.05, Rto.@0.20c/e 5 5 5 5 5 ESCALA 1/25 5 NFP=+28.90 5 V-1A 5 5 (.24x.25) VA1 (.24x.50) 5 5 VA1 (.24x.47) 5 5 2.865 5 5 5 0.25 2d3/8" MALLA SUP/INF d3/8"@.20 ESCALA 1/25 d3/8"@.20 d1/2"@.25 5 2.865 5 5 5 5 2d3/8" MALLA SUP/INF d3/8"@.20 ESCALA 1/25 d3/8"@.20 d3/8"@.20 5 2.865 5 5 5 2d3/8" MALLA SUP/INF d3/8"@.20 ESCALA 1/25 d3/8"@.20 d3/8"@.20 MALLA SUP/INF d3/8"@.20 5 5 5 5 6d3/8" 4d5/8" 2d5/8" d5/8"@0.20 10d5/8" d3/8":1@0.05 5 5 5 5 ESCALA 1/25 5 5 2.865 5 5 5 2d3/8" ESCALA 1/25 d3/8"@.20 d3/8"@.20 MALLA SUP/INF d3/8"@.20 5 5 5 5 2d1/2" 6d3/8" 4d5/8" 2d5/8" 5 d3/8":1@0.05, Rto.@0.20c/e 5 5 5 5 ESCALA 1/25 5 d5/8"@0.20 4d1/2" 6d3/8" 4d5/8" 2d5/8" 25% P.M. (T. Max. 3") SOBRECIMIENTO: 5 d3/8":1@0.05 5 5 5 5 5 ESCALA 1/25 5 NFP=+28.70 d5/8"@0.20 4d1/2" 6d3/8" 4d5/8" 2d5/8" 5 d3/8":1@0.05 5 5 5 5 ESCALA 1/25 NFP=+28.70 C-8 C-8 C-7 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-10 C-11 C-a C-a C-a C-a C-a C-13 C-11 C-13 C-9 C-9 C-a C-a C-a C-a C-a C-9 C-a C-11 C-11 C-b C-a C-a C-a C-a C-a C-a C-14 C-15 C-7 C-16 C-2 C-2 C-2 C-2 C-16 C-1 C-1 C-12 C-12 C-12 C-2 C-2 C-2 C-2 C-3 C-4 P-6 C-5 C-12 C-12 C-12 C-12 7 7 7 7 C-a C-a C-a C-a C-a C-a b a DETALLE DE FALSA ZAPATA ESCALONADA VER PLANTA a b a 30% DE PIEDRA GRANDE CONCRETO CICLOPEO 1:12 FALSA ZAPATA N.F.Z. b b < a 5 5 5 VER DETALLE DE FALSA ZAPATA ESCALONADA NFP+28.90 NFP+27.10 5 5 5 5 ESC=1/25 CUADRO DE COLUMNAS Y COLUMNETAS C1 C2 C3 C4 C5 P6 C7 5 5 5 5 5 5 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC=1/25 CUADRO DE COLUMNAS Y COLUMNETAS C8 C9 C11 C10 C13 Cb C14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C15 5 5 5 5 5 5 5 5 8d5/8" 2 d3/8";1@.05;4@.15 Rsto.@.20 c/e 6d5/8" + d3/8";1@.05;6@.10 Rsto.@.20 c/e 10d5/8" +2 d3/8";1@.05;8@.10 Rsto.@.20 c/e 4d5/8" 5 6d5/8" 4d5/8" d3/8";1@.05;6@.10 Rsto.@.20 c/e 10d5/8" 2 d3/8";1@.05;5@.10 Rsto.@.25 c/e 12d5/8" 3 d3/8";1@.05;5@.10 Rsto.@.25 c/e 4d5/8"+4d1/2" 2 d3/8";1@.05;6@.10,6@.15 Rsto.@.25 c/e 6d3/8" 2 + d1/4";1@.05;4@.15 Rsto.@.25 c/e 16d5/8" 2 +2 d3/8";1@.05;8@.15 Rsto.@.25 c/e 16d5/8" 3 d+ 3/8";1@.05;6@.10,8@.20 Rsto.@.25 c/e 4d3/8" d8mm";1@.05;5@.10 Rsto.@.20 c/e 8d5/8" 2 d3/8";1@.05;4@.15 Rsto.@.20 c/e 4d5/8" d3/8";1@.05;6@.10 Rsto.@.25 c/e SOTANO y 5 5 5 5 5 16d5/8" 3 +3 d3/8";1@.05;6@.10,8@.20 Rsto.@.25 c/e C16 VS5 (.27x.20) VS5 (.25x.20) 5 5 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8;1@.05,6@.10,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10, d3/8.;1@.05,6@.10 d3/8.;1@.05,6@.10, d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 6d3/4"+2d3/8" d3/8.;1@.05,6@.10 R@.25 c/e 5 ESC=1/25 Rsto.@.25 Rsto.@.25 Rsto.@.25 2d3/8" C-17 5 5 5 VS1(.20x.20) VS3(.25x.30) VS3(.25x.30) C-3 VS1(.20x.20) C-10 8 8 (VER DETALLE C7) ESCALA 1/25 VA-1(.24x.47) SUP VA-1(.24x.47) SUP VA-1(.24x.47) SUP VA-1(.24x.47) SUP VA-1(.24x.47)INF VA-1(.24x.47)INF VA-1(.24x.47)INF VA-1(.24x.47)INF VA-1(.24x.47)INF VB-1(.24x.37) SUP VB-1(.24x.37)INF VB-1(.24x.37) SUP VB-1(.24x.37)INF VB-1(.24x.37) SUP VB-1(.24x.37)INF VB-1(.24x.37) SUP VB-1(.24x.37)INF VB-1(.24x.37) SUP VB-1(.24x.37)INF VB-1(.24x.37) SUP VB-1(.24x.37)INF d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" A A B B d3/8"@.20 ESC=1/25 4d1/2" d3/8";1@.05;5@.10 Rsto.@.25 c/e 5 5 5 5 5 5 4d1/2" d3/8";1@.05;5@.10 Rsto.@.25 c/e 5 5 5 d3/8"@.20 ESC=1/25 5 5 4d1/2" ESC=1/25 5 5 4d1/2" d3/8;1@.05,6@.10 ESC=1/25 5 5 4d1/2" ESC=1/25 5 5 6d5/8" d3/8;1@.05,6@.10 Rsto.@.25 ESC=1/25 ESC=1/25 7d5/8" d3/8";1@.05;6@.10 Rsto.@.25 c/e 5 5 3d5/8"+2d1/2" d8mm;1@.05,4@.10 4@.15,R@.25 ESC=1/25 d3/8"@.20 ESC=1/25 4d5/8" d3/8";1@.05;10@.10 Rsto.@.25 c/e C C C C ESC=1/25 d3/8"@.20 d3/8"@.20 d3/8"@.20 6d3/8" d8mm";1@.05;3@.10 Rsto.@.25 c/e ESC=1/25 d3/8"@.20 d3/8"@.20 d3/8"@.20 6d3/8" d8mm";1@.05;3@.10 Rsto.@.25 c/e D D d1/2"@0.25 4d1/2" 4d5/8" 2d5/8" 25% P.M. (T. Max. 3") SOBRECIMIENTO: 5 d3/8":1@0.05 5 5 5 5 5 ESCALA 1/25 5 NFP=+28.70 13 13 d5/8"@0.20 6d1/2" 4d5/8" 2d5/8" 25% P.M. (T. Max. 3") SOBRECIMIENTO: 5 d3/8":1@0.05 5 5 5 5 5 ESCALA 1/25 5 NFP=+28.70 14 14 d5/8"@0.20 6d1/2" 6d3/8" 4d5/8" 2d5/8" 5 d3/8":1@0.05 5 5 5 5 5 ESCALA 1/25 NFP=+28.90 V-3A(.25x.50) V-3A(.25x.50) V-3A(.25x.50) 5 5 5 5 5 5 5 V-3A 5 5 5 5 5 V-3A 5 5 5 5 0.9 5 5 5 5 5 ALIGERADO h=.20 mt. 5 5 5 MALLA 1/4"d@.25 DOBLAN .15 EN EXTREMOS ESC 1/10 5 <> (Libres) 5 <> (Libres) d SUPERIOR (DIRECCION LARGA) DETALLE TIPICO LOSA h=0.20 d SUPERIOR (DIRECCION CORTA) d INFERIOR (DIRECCION LARGA) d INFERIOR (DIRECCION CORTA) ESC 1/10 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 d3/8.;1@.05, Rsto.@.10 d3/8.;1@.05,6@.10,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05, Rsto.@.10 d3/8.;1@.05, Rsto.@.10 d3/8.;1@.05,6@.10, Rsto.@.25 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 5 5 5 5 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 5 5 5 5 5 5 d3/8.;1@.05,Rsto@.10 d3/8.;1@.05 d3/8.;1@.05,6@.10 Rsto.@.25 d3/8.;1@.05,6@.10 d3/8.;1@.05,6@.10 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8":1@.05;Rsto.@0.15 d3/8":1@.05;Rsto.@0.15 d3/8":1@.05;Rsto.@0.15 ESCALA 1/50 ESCALA 1/50 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1ER. PISO SOTANO y 1ER. PISO VB-1(.24x.37)SUP VB-1(.24x.37)SUP VB-1(.24x.37)SUP VB-1(.24x.37)SUP VB-1(.24x.37)SUP VB-1(.24x.37)SUP VB-1(.24x.37)SUP VB-1(.24x.37)SUP VB-1(.24x.37)INF VB-1(.24x.37)INF VB-1(.24x.37)INF VB-1(.24x.37)INF VB-1(.24x.37)INF VA-1(.24x.37)SUP VA-1(.24x.37)SUP VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 VT-1 16 16 5 5 5 5 C12 4d3/8" d8mm";1@.05;5@.10 Rsto.@.20 c/e Ca 5 5 5 5 4d1/2" 8mm";1@.05;5@.10 Rsto.@.20 c/e 16 16 16 16 16 16 16 16 16 16 16 16 16 16 d3/8";1@.05;4@.15Rsto.@.20 c/e d3/8";1@.05;4@.15 Rsto.@.20 c/e d3/8";1@.05;6@.10Rsto.@.25 c/e d3/8";1@.05;5@.10Rsto.@.25 c/e d3/8";1@.05;6@.10;8@.20Rsto.@.25 c/e d3/8";1@.05;6@.10;8@.20Rsto.@.25 c/e d3/8";1@.05;8@.10;Rsto.@.20 c/e d3/8";1@.05;8@.10;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;4@.10;6@.15;Rsto.@.20 c/e d3/8";1@.05;8@.10;Rsto.@.20 c/e d3/8";1@.05;8@. 10;Rsto.@.20 c/e d3/8";1@.05;6@.10;8@.20Rsto.@.25 c/e d3/8";1@.05; RSTO@.10c/e d3/8.;1@.05,6@.10 Rsto@.25 2d1/2" 2d1/2" d3/8.;1@.05,6@.10 Rsto@.25 2d1/2" 2d1/2" X X X X X X 4d3/8" 8mm.;1@.05,Rsto@.10 <> Ó 0.30 5 ESC=1/25 d3/8": 5@0.15 d3/8";1@.05;4@.15;Rsto.@.20 c/e d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e d3/8";1@.05;5@.10;Rsto.@.25 c/e d3/8";1@.05;6@.10;Rsto.@.25 c/e d3/8":1@.05;Rsto.@0.15 d3/8";1@.05;5@.10;Rsto.@.25 c/e d3/8";1@.05;5@.10Rsto. @.25 c/e X X X X Z Z Z Z Y Y Z Z Z Z 4d1/2" 3/8.;1@.05,6@.10 5 ESC=1/25 5 Rsto.@.25 Z2 T 2c T Z1 5 5 5 5 5 5 5 Z1 Z X W V U Z3 5 5 5 5 5 5 5 5 Z1 Z X W V U T Y 5 1i 5 2a 1i 2a 5 ELEVACION TIPICA DE ARCOTECHO COBERTURA AUTOSOPORTADA SISTEMA ARCOTECHO COBERTURA AUTOSOPORTADA SISTEMA ARCOTECHO VIGA V-3 CANAL DE ARCOTECHO V-3 (.35x.50) VIGA V-1 CANAL DE ARCOTECHO ESPECIFICACIONES TECHO MEMBRANA MATERIAL: ACERO GALVANIZADO PREPINTADO COLOR BLANCO ESPESOR: 1.2mm SOBRECARGA: 30Kg/m (NORMA E-020) CARGA NIEVE: NO CONSIDERADA CARGA MUERTA: 5Kg/m2 (PESO LUMINARIAS) PESO PROPIO DEL TECHO MEMBRANA : 11.13Kg/m2 VELOCIDAD DEL VIENTO: 75 Kg/h (NORMA E-20) PERNOS DE PL DE ACERO GALVANIZADO 150x150x2.5mm EXPANSION ESCALA 1/25 Esc: 1:10 ANCLAJE EN VIGA 5 5 VIGA DE CONCRETO PL 150x150x2.5mm PERNOS DE EXPANSION DE CONCRETO Cc 5 5 5 5 6d1/2" d3/8";1@.05;4@.10 Rsto.@.20 c/e E E 6d3/4"+2d3/8" d3/8.;1@.05,6@.10 R@.25 c/e 5 5 ESC=1/25 2d3/8" 5 d3/8"@.20 5 5 VA-1(.24x.37)SUP VA-1(.24x.37)INF 5 5 5 5 ESC=1/25 5 VAR. F F F F F F E E E E G G 5 5 5 VA-1(.24x.37)SUP VA-1(.24x.37)INF 5 5 5 5 ESC=1/25 5 VAR. 5 5 d3/8"@.20 6d3/4"+2d3/8" d3/8.;1@.05,6@.10 R@.25 c/e 5 5 2d3/8" ESC=1/25 6d3/4"+2d3/8" d3/8.;1@.05,6@.10 R@.25 c/e 5 2d3/8" 5 VB-1(.24x.37)SUP 5 5 5 5 5 5 VB-1(.24x.37)INF VAR. ESC=1/25 5 5 1d 1e 1f 1g 1h 1i 2a 2b 2c 2c 2a 2b Cc Cc Cc Cc 17 17 17 17 d1/2"@0.25 4d1/2" 2d5/8" 5 5 5 5 5 5 ESCALA 1/25 d3/8"@0.30 d3/8"@0.30 5 5 5 5 d3/8"@.20 5 5 d3/8"@.20 5 5 5 d3/8"@.20 VS4(.37x.25) VS4(.37x.25) 4d1/2" 3/8.;1@.05,6@.10 5 ESC=1/25 5 Rsto.@.25 5 5 NFP=+28.10 NFP=+27.60 NFP=+27.30 NFP=+28.10 NFP=+27.60 NFP=+27.30 NFP=+25.80 0.25 NFP=+28.90 5 NFP=+25.80 NFP=+28.90 NFP=+25.80 NFC+25.10 NFP=+25.80 NFP=+24.90 NFC+24.40 NFC+24.10 NFP=+25.80 NFC+25.10 NFP=+28.90 NFP=+28.90 NFP=+28.70 NFC+27.90 NFC+27.40 NFC+27.10 NFC+27.90 NFC+27.40 NFC+27.10 NFC+27.90 NFC+27.40 NFC+27.10 NFC+27.90 NFC+27.40 NFC+27.10 NFC+27.90 NFC+27.40 NFC+27.10 NFC+28.10 NFC+27.60 NFC+27.30 NFP=+26.60 NFC+28.10 NFC+27.60 NFC+27.30 5 5 5 5 5 18 18 18 18 18 18 18 18 18 18 18 18 6d3/4" 3/8"d:1@.05,3@.15,Rto.@.25 5 5 ESC=1/25 5 5 TECNOPOR 5 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 d3/8.;1@.05,6@.10,,Rsto.@.25 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 3d3/4 3d3/4 2d3/8 d3/8":5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 d3/8": 5@0.15 ESCALA 1/50 VA-1(.24x.37)SUP VA-1(.24x.37)SUP VA-1(.24x.37)SUP VA-1(.24x.37)SUP VA-1(.24x.37)SUP VA-1(.24x.37)INF VA-1(.24x.37)INF VA-1(.24x.37)INF VA-1(.24x.37)INF d3/8";1@.05;4@.15Rsto.@.20 c/e d3/8";1@.05;6@.10Rsto.@.20 c/e d3/8":1@0.05 Rsto@.10 d3/8";1@.05;8@.10Rsto.@.20 c/e d3/8":1@0.05;4@.10; Rsto@.20 d3/8";1@.05;4@.10;6@.15,Rsto.@.20 c/e d3/8":1@0.05;4@.10;6@.15,Rsto@.20 d3/8";1@.05;4@.10;6@.15,Rsto.@.20 c/e d3/8":1@0.05;4@.10;6@.15,Rsto@.20 d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e d3/8";1@.05;6@.10;2@.15,Rsto.@.25 c/e 1f 1g 1h 1i 2c 1e 5 5 5 C:H=1:12+30% CONCRETO : P.G. (T.Max. 6") SUBZAPATA 5 ESCALA 1/25 DETALLE-VIGA DE CIMENTACION Ver d en NFC+27.10 NFC+26.60 NFC+26.30 TECNOPOR 3d3/4" 3d3/4" 2d3/4" 3/8"d:1@.05,3@.15,Rto.@.25 NFP=+28.90 5 d de ESCALA 1/75 5 5 C L 5 5 5 5 d3/8" d3/8" d3/8" TRASLAPE TIPICO DE REFUERZO EN ALMA DE CORTES DE CIMENTACION ESC=1/25 5 <> (Tip.) N.F.P. REMATE DE REFUERZO EN ALMA DE CORTES DE CIMENTACION ESC=1/25 5 5 5 5 DIAMETRO D=en cms. D d1" d3/4" 12 14 d1/2" 8 4 d3/8" 6 d1/4" d5/8" 10 DOBLADO DE REFUERZO LONGITUDINAL Ver detalle de doblado DETALLE DE D Especificado en planos DOBLADO d EN COLUMNAS Y PLACAS EMPALME DE REFUERZO VERTICAL NOTA.- ALTERNAR LOS EMPALMES EN DIFERENTES PISOS Y EMPALMAR .55 .45 Le(m) .40 Le 1/2" 5/8" 3/8" d 1.15 Le 1" 3/4" .65 2H/3 H/6 H H/6 COMO MAXIMO 50% DEL REFUERZO NOTA: (a).- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION EMPALME DE ARMADURA DE VIGAS L/4 L/4 L/4 a L/4 H L/3 a L/3 L/3 d DE COLUMNA,PLACA ó VIGA a(cm.) r(cm.) ESPECIFICADO DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS r 45° a 45° ESPECIFICADO 1.3 2.5 2.0 d 1/2" 3/8" 1/4" 6.5 12.5 10.0 ldh L L DETALLE DE GANCHO ESTANDAR 3/4" .40 .35 5/8" 3/8" 1/2" .35 .20 .25 .25 .20 .25 DOBLADO DE ANCLAJE (min) Ø L (m) ldh (m) VALORES DE a (mín) 1/2" 5/8" .40 .50 3/8" .40 h cualquiera Ø 3/4" .60 REFUERZO INFERIOR h .< .30 .45 .40 .40 .50 h .> 30 .45 .50 .60 .75 REFUERZO SUPERIOR ESCALA 1/50 ESCALA 1/75 5 5 5 5 5 C17 18d3/4" 2 +4 d3/8";1@.05;8@.15 Rsto.@.25 c/e 18 18 S/C=500 kg/m2 (GRADERIAS) S/C=100 kg/m2 (ALIGERADO h=.20m) NFP+32.50 NFP+32.10 NFP+31.70 NFP+31.30 NFP+30.90 NFP+30.50 NFP+30.10 NFP+29.70 NFP+29.30 NFP+28.90 NFP+32.90 LOSA DE SOTANO H= 0.20m 2d1/2" S/C= 400 kg/m2 NPT+27.10 NFP+25.90 NFP+28.70 NFP+28.70 NFP+28.70 NPT+28.70 NFP+28.90 NFP+28.785 NFP+28.70 NFP+28.70 NFP+28.70 NFP+28.90 NFP+28.90 NFP+28.90 NFP+28.90 NFP+28.90 NFP+28.90 NFP+28.90 NFP+28.90 CORTE 1-1 CORTE 2-2 CORTE 3-3 CORTE 3A-3A CORTE 4-4 CORTE 5-5 CORTE 6-6 CORTE 8-8 CORTE 9-9 CORTE 10-10 CORTE 12-12 CORTE 13-13 CORTE 14-14 CORTE 17-17 CORTE 18-18 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 VT-1 VT-1 VT-1 VT-1 VT-1 5 ESCALA 1/25 V-3 (.35x.50) V-3A(.25x.50) NFC+28.10 NFC+27.60 NFC+27.30 ELEVACION EJES X y W V-2 (.30x.50) 1@.05 Rsto@.10 5 5 2d1/2" d3/8.;1@.05,Rsto.@.15 d3/8.;1@.05,10@.10,,Rsto.@.25 2d5/8" 2d5/8" d3/8.;1@.05,Rsto.@.10, 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 VT-1 VT-1 VT-1 VT-1 VT-1 5 ESCALA 1/25 V-3 (.35x.50) V-3A(.25x.50) NFC+28.10 NFC+27.60 NFC+27.30 ELEVACION EJES Y y V V-2 (.30x.50) 1@.05 Rsto@.10 5 5 2d1/2" d3/8.;1@.05,Rsto.@.15 d3/8.;1@.05,10@.10,,Rsto.@.25 2d5/8" 2d5/8" d3/8.;1@.05,Rsto.@.10, 2d1/2" 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 VT-1 VT-1 VT-1 VT-1 VT-1 5 ESCALA 1/25 V-3 (.35x.50) V-3A(.25x.50) NFC+28.10 NFC+27.60 NFC+27.30 ELEVACION EJES Z y U V-2 (.30x.50) 1@.05 Rsto@.10 5 5 d3/8.;1@.05,10@.10,,Rsto.@.25 3d3/4" 2d5/8" V-4a(.25x.60) V-4(.25x.45) V-4(.25x.45) 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 VT-1 VT-1 VT-1 VT-1 VT-1 5 ESCALA 1/25 V-3 (.35x.50) V-3A(.25x.50) NFC+28.10 NFC+27.60 NFC+27.30 NFP+32.90 NFP+32.50 NFP+32.10 NFP+31.70 NFP+31.30 NFP+30.90 NFP+30.50 NFP+30.10 NFP+29.70 NFP+29.30 NFP+28.90 ELEVACION GRADERIAS V-2 (.30x.50) 5 NFC+27.90 NFC+27.40 NFC+27.10 NFP=+28.70 NFC+27.90 NFC+27.40 NFC+27.10 NFP=+28.70 NFC+28.10 NFC+27.60 NFC+27.30 NFP=+28.75 NFC+28.10 NFC+27.60 NFC+27.30 5 RELLENO COMPACTADO AL 95% DE SU MDS RELLENO COMPACTADO AL 95% DE SU MDS RELLENO COMPACTADO AL 95% DE SU MDS 5 NFP+30.935 NFP+30.535 NFC+28.10 NFC+27.60 NFC+27.30 V-2 (.30x.50) ESCALA 1/25 CORTE 11-11 RELLENO COMPACTADO AL 95% DE SU MDS RELLENO COMPACTADO AL 95% DE SU MDS RELLENO COMPACTADO AL 95% DE SU MDS RELLENO COMPACTADO AL 95% DE SU MDS NFC+28.10 NFC+27.60 NFC+27.30 ESCALA 1/25 CORTE 7-7 d3/8"@.25 NFP=+28.75 5 5 5 5 5 5 5 5 5 5 5 NFP+28.90 NFP+30.10 DETALLE C-7 NFC+29.70 NFP=+28.90 VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS2 (.25x.20) VS (.25x.20) VS (.25x.20) 2d3/8@.20 2d3/8@.20 2d3/8@.20 2d3/8@.20 5 DETALLE CIMIENTO CORRIDO VIGA DE CIMENTACION CORTE B-B VT-1 CORTE A-A V-1 (.35x.50) V-2 (.30x.50) V-3 (.30x.50) V-3a (.25x.50) V-4 (.25x.45) CORTE C-C CORTE D-D VS1 (.20x.20) VS2 (.25x.20) VS3 (.25x.30) CORTE G-G CORTE F-F CORTE E-E CORTE Z-Z VS4(.37x.25) CORTE X-X VA-1(.24x37)Sup VB-1(.24x37)Sup VA-1(.24x37)Inf. VB-1(.24x37)Inf. ELEVACION EJE T ELEVACION EJE Z2 ELEVACION EJE Z1 FIJADO DE COBERTURA AUTOPORTANTE COBERTURA DE ARCOTECHO AUTOSOPORTADA PLANTA GRADERIAS CIMENTACION V-4(.25x.45) V-4(.25x.45) V-4(.25x.45) V-4(.25x.45) d1/2"@0.25 4d1/2" 2d5/8" 5 5 5 5 5 5 ESCALA 1/25 d3/8"@0.30 d3/8"@0.30 NFC+28.10 NFC+27.60 NFC+27.30 NFP=+29.30 CORTE 16-16 NFP=+28.90 NFP+32.90 NFP+32.50 NFP+32.10 NFP+31.70 NFP+31.30 NFP+30.90 NFP+30.50 NFP+30.10 NFP+29.70 NFP+29.30 NFP+28.90 NFP+32.90 NFP+32.50 NFP+32.10 NFP+31.70 NFP+31.30 NFP+30.90 NFP+30.50 NFP+30.10 NFP+29.70 NFP+29.30 NFP+28.90 NFP+32.90 NFP+32.50 NFP+32.10 NFP+31.70 NFP+31.30 NFP+30.90 NFP+30.50 NFP+30.10 NFP+29.70 NFP+29.30 NFP+28.90 5 5 NFP+25.90 5 5 5 5 5 2d5/8" 2d5/8" NFP=+28.90 5 d8mm Alambre Nº8 Alambre Nº8 columna 2d1/2" 4d5/8" 2d5/8" 5 d3/8":1@0.05 5 5 5 5 ESCALA 1/25 NFP=+28.70 NFC+27.90 NFC+27.40 NFC+27.10 CORTE 7a-7a .25 25% P.M. (T. Max. 3") SOBRECIMIENTO: 7a 5 5 5 5 2d1/2" DOBLE MALLA d3/8"@.20 ESCALA 1/25 d3/8"@.20 d3/8"@.20 NFP+24.44 NFP+23.84 5 1 3/8"d@.20 5 5 NFP+28.75 CORTE 2-2 5 d1/2"@.20 5 d1/2"@.20 VS (.25x.20) d3/8"@.20 5 30% DE PIEDRA GRANDE CONCRETO CICLOPEO 1:12 FALSA ZAPATA 5 5 5 5 2d1/2" DOBLE MALLA d3/8"@.20 ESCALA 1/25 d3/8"@.20 d3/8"@.20 NFP+24.44 NFP+23.84 5 1 3/8"d@.20 5 5 NFP+28.75 CORTE 2-2 5 d1/2"@.20 5 d1/2"@.20 VS (.25x.20) d3/8"@.20 5 VS (.25x.20) NFC+25.10 NFC+25.10 VS (.25x.20) 5 9 9 5 5 5 d8mm Alambre Nº8 Alambre Nº8 C/3 HILADAS C/3 HILADAS 2d3/8@.20 2d3/8@.20 2d3/8@.20 2d3/8@.20 7a 7a 5 5 d3/8"@.25 VAR. C-9 25% P.M. (T. Max. 3") SOBRECIMIENTO: + d3/8";1@.05;6@.10 Rsto.@.20 c/e d3/8";1@.05;6@.10 Rsto.@.20 c/e 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4d5/8" d3/8";1@.05;6@.10 Rsto.@.20 c/e d3/8"@.20 d3/8"@.20 5 5 5 5 ESC=1/25 CUADRO DE COLUMNAS Y COLUMNETAS C8 C9 C11 C10 C13 Cb Cc C14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C15 5 5 5 5 5 5 5 5 12d5/8" 3 d3/8";1@.05;5@.10 Rsto.@.25 c/e 4d5/8"+4d1/2" 2 d3/8";1@.05;6@.10,6@.15 Rsto.@.25 c/e 6d3/8" 2 + d1/4";1@.05;4@.15 Rsto.@.25 c/e 16d5/8" 2 +2 d3/8";1@.05;8@.15 Rsto.@.25 c/e 16d5/8" 3 d+ 3/8";1@.05;6@.10,8@.20 Rsto.@.25 c/e 4d5/8" d3/8";1@.05;6@.10 Rsto.@.25 c/e 4d3/8" d8mm";1@.05;5@.10 Rsto.@.20 c/e 8d5/8" 2 d3/8";1@.05;4@.15 Rsto.@.20 c/e 4d5/8" d3/8";1@.05;6@.10 Rsto.@.25 c/e 5 5 5 5 5 16d5/8" 3 +3 d3/8";1@.05;6@.10,8@.20 Rsto.@.25 c/e C16 SOTANO y 1ER. PISO 5 5 5 5 C12 4d3/8" d8mm";1@.05;5@.10 Rsto.@.20 c/e Ca 5 5 5 5 4d1/2" 8mm";1@.05;5@.10 Rsto.@.20 c/e Cd 5 5 5 5 6d1/2" d3/8";1@.05;4@.10 Rsto.@.20 c/e 5 5 5 5 5 5 5 5 C17 18d3/4" 2 +4 d3/8";1@.05;8@.15 Rsto.@.25 c/e 5 d1/2"@.25 5 5 ESC=1/25 3d3/4"+4d5/8" d3/8";1@.05;10@.10 Rsto.@.25 c/e V-4a (.25x.60) Rsto.@.25 R@25. c/e Rsto@.10 Y Y Y Y 2d1/2" 2d1/2" 2d1/2" 2d1/2" 5 5 ESC=1/25 CORTE Y-Y 4d1/2" 3/8.;1@.05,6@.10 Rsto.@.25 d3/8;1@.05,6@.10 R@25. c/e d3/8;1@.05,6@.10 R@25. c/e X X X X X X 5 5 4d5/8" ESC=1/25 VS4 (.25x.30) d3/8;1@.05,6@.10 R@25. c/e 5 5 4d5/8" ESC=1/25 VS5 (.25x.20) d3/8;1@.05,6@.10 R@25. c/e NACE C6 d3/8":1@.05;Rsto.@0.15 4d5/8"+3d3/4" 3/8.;1@.05,10@.10 5 ESC=1/25 5 Rsto.@.25 CORTE N-N 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 N N N N ESC=1/25 12 12 12 12 5 d3/8"@.20 5 5 5 5 5 Rto.@0.20c/e Rto.@0.20c/e d3/8"@.20 d3/8"@.20 Rto.@0.20c/e 6d3/8" Rto.@0.20c/e 6d3/8" Rto.@0.20c/e Rto.@0.20c/e Rto.@0.20c/e 6d3/8" 5 5 Corte 15-15 Ver d en Corte 15-15 2d3/8" CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA CONCRETO SUBZAPATA ESPECIFICACIONES CONCRETO ARMADO - Cimiento corrido, cimiento de escalera y falsa zapatas - Sobrecimiento corrido (con 25% de piedra desplazadora de 0.10 máx.) - Zapatas, vigas de cimentación y sobrecimiento armado. - Columnas y muros de concreto (Salvo indicación contraria en cuadro de columnas) - Columnas de amarre (CA) y vigas de amarre 2.- RESISTENCIA DEL CONCRETO : _ Solado y falso piso de 10cm. Barras de 3/4" o mayores Barras de 5/8" o menores _ Concreto en contacto con el terreno (superficies encofradas) _ Losas macizas y/o aligeradas, vigas chatas, muros y escaleras _ Barras corrugadas: ASTM A-615 (Grado 60) _ Concreto vaciado contra el terreno _ Columnas estructurales (C) y vigas peraltadas _ Vigas y columnas de amarre (CA) _ Vigas chatas --- MPa Clase Máx. a/c 9.8 100 A - Vigas, losas y escaleras Kg/cm2. f'y = 4200 Kg/cm2 3.- ACERO : 4.- RECUBRIMIENTOS : 2.0 cm. 2.0 cm. 5.0 cm. 4.0 cm. 4.0 cm. 2.5 cm. C 175 17.2 --- A B E D C D A 13.7 140 B --- 7.5 cm. (con 30% de piedra desplazadora de 0.25máx.) D 210 20.5 --- E 310 30.0 - Piscina (a/c:0.45) y Muros de contención E 5.- TABIQUERIA : _ Albañileria ladrillos de arcilla f'm = 65 kg/cm2 3B 3B 5 5 5 5 5 2d3/8" MALLA SUP/INF d3/8"@.20 ESCALA 1/25 d3/8"@.20 NFP=+25.80 NFP=+28.90 CORTE 3B-3B NFC+25.10 VS (.25x.20) CONCRETO SUBZAPATA 2d5/8" 5 5 5 5 5 3d1/2" d1/4"@.20 d3/8"@.20 2.185 5 5 5 5 5 5 1.- CEMENTO PORTLAND: _ Cimentación y elementos en contacto con el terreno Tipo MS _ Otros elementos Tipo I CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA UBICACION PROYECTISTA V°B° PROYECTOS REVISADO E-106 ESCALA DIBUJO 1/50 CONSULTOR \W2.14286; PISCINA MODULO 20 CORTES DE CIMENTACION

Language	Spanish
Drawing Type	Detail
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	A/C, Pool, Car Parking Lot
Tags	autocad, coliseum, DETAIL, details, DWG, intended, machine, module, piscina, piscine, POOL, room, schwimmbad, structures, swimming pool