Plans Coliseum Closed Structures DWG Plan for AutoCAD

Plans Coliseum Closed Structures DWG Plan for AutoCAD

Schematic structures coliseum full closed

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

closed juliaca coliseum, reconstruction and remodeling, mayor Miguel Rammos Benique, associated architects engineers, J.Z.V, provincial municipality of San Roman, design :, ing. llaja tafur, ing. zuñiga vargas, arq. navarro moon, arq. meneses ticona, plane n.o., d.a. llaja d, autocad :, approved :, date :, scale :, revised :, structural, third floor, m.p.san roman, mirror of water, preheating court, jr. junin, jr. calixto arestegui, plate, foundations to be conserved, projected foundations, legend, foundations to be demolished, typical detail of knots, detail of support label, typical belts, of rings, see detail, of rings, rings, section aa, see, technical specifications, reinforced concrete :, simple concrete:, solid and the beams will be emptied directly on the bearing walls and, the columns between toothed walls., note :, stage of construction, building for the second, section cc, structure in main beams, detail of ellipse beams, dd section, elevation, floor, section aa, values ​​of m, h any, lower reinforcement, top reinforcement, splice columns, plate detail, nfp, section i, shoe, flooring, foundation detail, beam flooring foundation, nvt, foundation, overburden, section bb, section cc, section dd, section ee, ff section, junction box overlap, foundation beam, caran with the dimensions, if it has alveoli. these, masonry unit:, as a minimum with tel type iv of the norm itintec, masonry, may be of clay or calcareous silico, shall, all the masonry units of walls are manufactured, minimum indicated in this plan., cm. , of the total volume., columns, slabs and beams, section gg, iron, black ø, plugs, plastic, plate, black, anchor, filling with tar-sand mixture that passed tarmiz, cc cut, variable, bb cut, joint: cutting aa, bb, cc, expansion joints plants, note: the slab will be emptied by alternating panels, main elevation, joints: cut aa, bb, cc, affirmed, cut aa, -the level between cloth and cloth, floor rubbed, croncreto dice, anchors, schematic scale, det. Tension anchor, detail ” c ”, painted, line of attack, multiple basket and volleyball court, note: the lines of the sports courts will be painted with epoxy paint for, line of shot, basket hoop, see detail ‘ ‘b’ ‘, board, restrictive area, free, post, network, central circle, see detail’ ‘c’ ‘, tempered glass board, det. pole support, bolts with nut, typical anchor, detail ” b ”, detail ” a ”, with cocadas, nylon mesh, standard, lateral elevation, structural, perforations in moorings, net lift, boundary of the field , geometrical orientation, to which issues the rules of the coi, adjustable, projection area, final line, bottom line, see detail ” a ”, side line, basket, double thin canvas band, service area, men, net height, for women, lateral line of court, detail of slab beam, detail slab beam

Raw text data extracted from CAD file:

5.51 5.12 5.12 5.19 5.19 5.19 5.12 5.12 5.12 5.19 5.19 5.19 5.51 5.51 5.51 5.12 5.12 5.4 2.08 5.4 5.4 5.4 5.39 5.4 5.4 5.39 8.93 6.00 5.19 5.19 5.19 5.19 5.12 5.12 5.12 1.87 1.25 1.50 1.30 1.10 0.75 0.85 1.30 1.30 3.00 2.75 0.25 6.15 3.00 0.25 2.75 0.25 5.90 0.25 1.00 1.20 0.80 0.90 0.45 0.60 0.45 2.08 0.55 0.55 0.55 0.90 1.20 0.80 1.00 0.45 0.55 0.45 0.82 0.75 2.50 2.00 3.00 5.12 5.12 5.40 5.39 5.39 5.40 6.15 3.00 5.12 5.12 5.51 5.51 5.40 5.40 5.12 5.12 5.19 5.12 0.15 0.50 0.55 5.40 5.51 5.12 5.12 5.19 5.19 5.12 5.51 55.85 5.19 5.19 5.19 5.19 5.02 4.8 4.7 4.75 3.75 4.75 4.75 4.7 4.89 5.19 5.19 5.19 \A1;0.55 \A1;0.20 \A1;0.25 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.45 \A1;0.30 \A1;0.30 \A1;0.30 5.75 1.15 4.59 43.63 51.59 67.96 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.45 \A1;0.30 R5.40 D = VARIABLE 0.3 0.6 0.8 1.6 1 0.6 0.5 0.25 0.3 0.1 0.1 1.5 0.3 0.2 0.6 0.15 1.00 .25 1.20 0.8 0.9 0.08 0.5 0.18 0.25 0.09 0.9 .25 .25 0.40 0.7 0.60 0.1 2.2 1.1 .25 .25 .25 0.2 0.2 0.1 0.6 0.25 0.12 2.2 1.1 0.3 0.1 0.5 0.1 0.6 0.6 0.5 2.2 0.5 0.5 0.15 0.15 0.2 0.3 0.1 0.3 0.5 0.1 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 2.2 0.6 0.40 1.1 0.40 0.5 0.15 0.3 0.1 0.1 0.15 0.3 0.1 0.3 0.2 0.3 0.2 0.1 0.15 0.1 0.3 0.5 0.1 0.3 0.2 0.3 0.1 0.15 0.1 2.8 0.4 0.4 1 0.4 3.33 0.3 6.36 5.12 5.19 5.19 5.19 5.12 5.19 2.08 5.19 5.12 5.12 5.12 1.55 1.55 1.60 1.60 1.60 1.60 1.35 1.35 0.75 0.25 0.75 1.00 0.80 0.45 0.45 2.08 0.85 1.20 0.90 0.60 0.55 0.55 0.55 0.90 1.20 0.80 0.45 0.55 0.45 0.82 1.30 1.30 0.25 5.90 0.25 2.75 3.00 1.00 0.25 2.75 3.00 6.15 5.12 5.12 5.19 5.19 5.19 5.12 5.12 5.12 5.19 2.08 5.19 6.36 3.00 2.75 0.25 6.15 3.00 5.90 0.25 2.75 0.25 0.25 1.30 1.30 0.82 0.45 0.55 0.45 1.00 0.80 1.20 0.90 0.55 0.55 0.55 0.60 0.90 1.20 0.75 0.85 2.08 0.45 0.45 0.80 1.00 0.75 1.35 1.35 1.60 1.60 1.60 1.60 1.55 1.55 222.2562686448468 222.2562686448468 COLISEO CERRADO DE JULIACA RECONSTRUCCION Y REMODELACION ALCALDE MIGUEL RAMOS BENIQUE ALCALDE MIGUEL RAMOS BENIQUE H 222.2562686448468 222.2562686448468 222.2562686448468 E D F 222.2562686448468 G 222.2562686448468 222.2562686448468 C B 222.2562686448468 INGENIEROS ARQUITECTOS ASOCIADOS J.Z.V MUNICIPALIDAD PROVINCIAL DE SAN ROMAN DISEÑO: ING. LLAJA TAFUR ING. ZUÑIGA VARGAS ARQ. LUNA NAVARRO ARQ. MENESES TICONA 9 222.2562686448468 K L 222.2562686448468 J I 222.2562686448468 ENERO / 2004 PLANO N.o. D.A. LLAJA D AUTOCAD: APROBADO: 1/100 FECHA: ESCALA: E-05 REVISADO: ESTRUCTURAL TERCERA PLANTA M.P.SAN ROMAN V-S4 (25 x 30) ESPEJO DE AGUA D E ESPEJO DE AGUA B A CANCHA DE PRECALENTAMIENTO 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 1d3/8" 1d3/8" C H G 1d3/8" 1d3/8" F 222.2562686448468 222.2562686448468 2 1d3/8" V-S4 (25 x 30) 1d3/8" 2d3/8" 2d3/8" 1d3/8" 2d3/8" 2d3/8" V-S4 (25 x 30) 1d3/8" 1d3/8" 2d3/8" 1d3/8" 2d3/8" V-S4 (25 x 30) 2d3/8" V-S3 (25 x 30) 1d3/8" 1d3/8" 2d3/8" 2d3/8" 1d3/8" 1d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" V-S3 (25 x 30) V-S3 (25 x 30) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 2d3/8" 2d3/8" V-S4 (25 x 30) V-S3 (25 x 30) 2d3/8" 2d3/8" 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 222.2562686448468 2 222.2562686448468 222.2562686448468 1 222.2562686448468 222.2562686448468 222.2562686448468 1d3/8" V-S4 (25 x 30) V-S3 (25 x 30) V-S3 (25 x 30) 222.2562686448468 222.2562686448468 222.2562686448468 1 222.2562686448468 222.2562686448468 E 6,00 \A1;1.20 18,00 \A1;0.90 18,00 6,00 \A1;Variable \A1;1.50 \A1;Variable \A1;3/4'' \A1;3/4'' \A1;0.75 \A1;1.00 \A1;3.00 6,00 1,00 0,75 \A1;3.00 \A1;2.00 \A1;0.05 \A1;0.05 \A1;.05 6,00 \A1;.05 \A1;0.05 \A1;2.75 \A1;0.30 \A1;2.45 \A1;0.60 \A1;0.80 \A1;1.45 9,00 3,00 0,90 90° 18,00 18,00 30,00 30,06 5,00 6,00 5,00 5,06 5,00 6,00 3,00 R1,80 1,00 3,60 DE EXTERIOR R1,80 6,00 6,00 2,00 3,00 3,00 5,00 4,00 45° 2,50 \A1;.05 5,00 5,00 \A1;.05 \A1;.05 6,00 \A1;1.80 \A1;.05 \A1;1.00 \A1;1.00 \A1;1.60 \A1;0.30 R1,80 3,60 DE EXTERIOR 6,00 4,50 \A1;0.60 \A1;0.60 26,00 7,20 7,20 2,00 1,90 5,80 4,00 2,00 0,90 1,00 \A1;1.45 \A1;1.00 \A1;0.05 \A1;0.25 \A1;0.75 2,00 5,80 4,50 \A1;2.45 \A1;0.05 \A1;0.25 \A1;0.75 \A1;1.00 \A1;4.80 JR. JUNIN 5 5 5 5 5 5 5 5 5 5 5 5 5 E A D B C JR. CALIXTO ARESTEGUI H F K L J I 5 1 5 2 5 3 4 12 13 11 10 5 5 5 5 5 7 5 6 5 8 5 9 E D C B 5 H G F K L 5 J I 5 CANCHA DE PRECALENTAMIENTO G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" V-S (30x45) 2d3/8" V-S (30x45) V-S (30x45) V-S (30x45) V-S (30x45) V-S (30x45) 5 5 5 5 1 5 2 1 5 5 5 5 5 2 2d3/8" 2d3/8" V-S4 (25 x 30) V-S4 (25 x 30) 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" V-S4 (25 x 30) H A 5 1.30 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-S4 (25 x 30) V-S4 (25 x 30) V-S3 (25 x 30) V-S3 (25 x 30) V-S3 (25 x 30) V-S3 (25 x 30) 1d3/8" 5 G F E D 0.85 1d3/8" 1d3/8" 1d3/8" 1d3/8" 2d3/8" 2d3/8" 5 5 5 5 5 V-S4 (25 x 30) V-S3 (25 x 30) V-S3 (25 x 30) C 0.75 B 5 1d1/2" B 2d3/8" V-S1 (30 x 55) 5 1d1/2" V-S2 (25 x 30) V-S5 (20 x 20) B B B B B B V-S5 (20 x 20) V-S2 (25 x 30) V-S2 (25 x 30) V-S2 (25 x 30) V-S2 (25 x 30) V-S2 (25 x 30) V-S2 (25 x 30) V-S1 (30 x 55) V-S1 (30 x 55) V-S1 (30 x 55) V-S1 (30 x 55) V-S1 (30 x 55) V-S1 (30 x 55) \LCIMENTACION \H0.5867x;\lESC. 1/100 5 5 5 5 5 5 5 5 JR. JUNIN JR. CALIXTO ARESTEGUI 5 B 5 N.P.T. ± 0.00 m. 5 5 5 A B C D N.P.T. + 1.20 m. N.P.T. + 1.56 m. 5 5 5 N.P.T. + 2.06 m. C D B 5 5 5 N.P.T. ± 0.00 m. 5 H I 5 5 E F G 5 N.P.T. ± 0.00 m. 3 5 L 1 5 J K 5 2 5 N.P.T. + 1.20 m. JR. JUNIN 5 5 5 4 6 10 5 5 N.P.T. + 2.06 m. N.P.T. + 2.06 m. H I 5 E F G 5 5 N.P.T. + 1.56 m. N.P.T. + 2.06 m. L 9 K J 5 5 8 7 5 5 N.P.T. + 2.42 m. D C G F E 13 11 12 5 5 5 5 1 2 A 5 2 1 H 5 C-1 Z-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 5 5 5 C-2 Z-2 Z-2 C-2 Z-4 C-4 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-1 C-1 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-2 Z-2 C-3 Z-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 Z-3 C-3 C-1 Z-1 0.55 6 d 5/8" d1/4",1@.05,2@.10,3@.15,Rsto@.20 0.20 0.25 6Ø1/2" 0.10 0.30 VS-2 d1/4",1@.05,2@.10,3@.15,Rsto@.20 0.10 0.20 0.25 0.30 VS-3 7Ø1/2" C-5 C-5 PLACA PLACA C-6 C-6 C-6 C-6 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-8 C-8 Z-5 Z-5 VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 2 (0.30 x0.40) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) Z-5 Z-5 Z-5 Z-5 Z-6 Z-6 Z-6 Z-6 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 a a b b c c d d d d a a a a a a a a c c a a a a a a a a d d d d d d e e e e e e e e f f f f f f e e e e e e e e e e e e d d a a a a a a e e e e a a a a a a a a e e e e a a g g g g g g g g g g g g g g g g g g g g d d 0.30 0.10 0.30 7Ø5/8" VS-4 0.25 0.20 d3/8",1@.05,2@.10,3@.15,Rsto@.20 0.30 V- S ( 0.30 x 0.45) 6 d 5/8" 3/8", 3@.05,4@.10,1@.20 0.45 Z-3 Z-3 Z-3 PLACA No 2 Z-3 Z-3 Z-3 Z-3 Z-3 PLACA No 2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 V-S5 (40 x 30) V-S2 (25 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S5 (40 x 30) V-S6(15 x 15) V-S5 (40 x 30) CIMIENTOS A CONSERVAR CIMIENTOS PROYECTADOS LEYENDA CIMIENTOS A DEMOLER 0.30 V- S5 ( 0.30 x 0.40) 6 d 5/8" 3/8", 3@.05,4@.10,1@.20 0.30 PL. 3/16" DETALLE TIPICO DE NUDOS escala 1/10 \LCORTE j-j PL. 3/16" DETALLE 1 DETALLE 1 \LCORTE i-i DETALLE 1 DETALLE 1 \LCORTE h-h DETALLE 1 DETALLE 1 DETALLE DE ROTULA APOYO DETALLE 1 Pernos de 1" Plancha lac 1/2" Plancha lac 1/2" 0.30x0.60m Perno pasador de 2" VIGA ESTRUCTURAL V-1 Perno pasador de 2" acerado VER DETALLE FINAL C-5 LAMINA E-02 VER DETALLE FINAL C-5 LAMINA E-02 VER DETALLE FINAL C-4 LAMINA E-02 TIJERAL No 1 TIJERAL No 2 TIJERAL No 3 ANILLO No 1 ANILLO No 2 ANILLO No 3 ANILLO No 4 ANILLO No 5 CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS CORREAS TIPICAS DE ANILLOS VER DETALLE DE ANILLOS VER DETALLE ANILLOS VER DETALLE DE ANILLOS VER DETALLE DE ANILLOS VER DETALLE DETALLE 2 DE CORREAS Y CRUSETA Con Plancha Lac e=1/4" x.0.35x.0.60 cm \LDETALLE DE PERGOLA d FIERRO NEGRO 2" 5 5 5 5 5 5 a a seccion a-a DETALLE 3 DETALLE 2 DETALLE 2 DETALLE 3 j h i i j h VER DETALLE 1 DETALLE 1 DETALLE 1 DETALLE 1 VER VER VER VER DETALLE 1 VER DETALLE 1 VER DETALLE 1 VER DETALLE 1 DETALLE 3 DETALLE 3 DETALLE 2 DETALLE 2 VER VER VER VER VER VER SOBRECIMIENTO = C/H 1:8 +25% DE PIEDRA MEDIANA DE TAMAÑO MAX. 3" CIMIENTO = C/H 1:10+25% DE PIEDRA GRANDE DE TAMAÑO MAX. 6" ESPECIFICACIONES TECNICAS FALSO PISO e=7.5cm. F'c = 140 Kg/cm2. CONCRETO ARMADO: SOLADO F'c = 110 Kg/cm2. CONCRETO SIMPLE: CAPACIDAD PORTANTE n = 1.10 Kg/cm2 (VERIFICAR EN OBRA) MACIZO Y SE VACIARAN LAS VIGAS DIRECTAMENTE SOBRE LOS MUROS PORTANTES Y MUROS PORTANTES SERAN LEVANTADOS CON LADRILLO ITINTEC 33-10-17 LADRILLO MORTERO TIPO M: CON ESPESOR DE JUNTAS HORIZONTALES Y VERTICALES 1.5 cm2 LAS COLUMNAS ENTRE MUROS DENTADOS. ACERO F'Y = 4200 Kg/cm2 -ZAPATAS F'c = 175 Kg/cm2. -VIGAS DE CIMENTACION F'c = 175 Kg/cm2. -COLUMNAS Y VIGAS F'c = 210 Kg/cm2. -ALIGERADOS Y ESCALERAS F'c = 210 Kg/cm2. -CISTERNA F'c = 210 Kg/cm2. NOTA: -SLAN = 3" MAX ETAPA DE CONSTRUCCION EDIFICACION PARA LA SEGUNDA VS-1 ( 0.30 x 0.55) 3/8", 1@.05,3@.10,1@.25 0.10 0.40 V-S5 (40 x 30) 0.15 0.15 0.45 VS-6 d1/4",1@.05,2@.10,3@.15,Rsto@.20 4Ø3/8" V-S (30x45) V-S (30x45) V-S (30x45) 0.30 5 c c seccion c-c c c ANILLO 1 DETALLE CENTRAL a a detalle1 detalle1 a a detalle1 a a detalle1 a a detalle1 a a detalle1 a a detalle1 a a detalle1 a a ANILLO No 1 ANILLO No 2 ANILLO No 3 ANILLO No 4 ANILLO No 5 ESTRUCTURA EN VIGAS PRINCIPALES B 1 B L 9 1 VER DETALLE DE ANILLOS D = VARIABLE DETALLE DE VIGAS ELIPSE d d seccion d-d ANILLOS 2, 3, 4 Y 5 c c G F E D ELEVACION PLANTA \LDETALLE DE BARANDA A A SECCION A-A \LDETALLE DE ANCLAJE EDIFICACION PARA LA SEGUNDA ETAPA DE CONSTRUCCION C-3 C-3 C-3 C-3 C-3 C-3 C-3 c c c c c c c c c c c c c c c c 30 H .60 .50 .45 < .75 - VALORES DE m H CUALQUIERA .50 .40 .40 .60 - 5/8" 1/2" 3/8" d 1" 3/4" REFUERZO INFERIOR .45 .40 .40 H<30 .55 - REFUERZO SUPERIOR 5 5 5 5 5 EMPALME EN COLUMNAS 1.00 .25 DETALLE DE PLACA 1.20 0.60 0.50 E( cm) 1/3 1/3 5/8´´ 1/2´´ ø 0.80 1.00 1/3 3/4´´ 1´´ ESC1/20 d 1/2" 5 1d1/2"@.25 5 n.f.p. 5 3 2 1d3/8"@.25 1 5 TRAMO I 4 e=0.15m. 5 5 5 7 6 5 1d1/2"@.25 10 8 9 11 13 5 12 1d3/8"@.25 1d1/2"@.25 .25 d 5/8" d1/2" .25 0.40 5 Estribo 3/8"5@.10,3@.15,r@.25 d1/2",5@.10,Rsto@.20 ZAPATA SOLADO E 0.60 VC-1 SOLADO F'c = 110 Kg/cm2. FALSO PISO e=7.5cm. F'c = 140 Kg/cm2. CONCRETO SIMPLE: -COLUMNAS DE AMARRE F'c = 175 Kg/cm2. -CISTERNA F'c = 210 Kg/cm2. -ALIGERADOS Y ESCALERAS F'c = 175 Kg/cm2. -COLUMNAS Y VIGAS F'c = 210 Kg/cm2. -VIGAS DE CIMENTACION F'c = 175 Kg/cm2. -ZAPATAS F'c = 175 Kg/cm2. ACERO F'Y = 4200 Kg/cm2 LAS COLUMNAS ENTRE MUROS DENTADOS. NOTA: CONCRETO ARMADO: CIMIENTO = C/H 1:10+25% DE PIEDRA GRANDE DE TAMAÑO MAX. 6" SOBRECIMIENTO = C/H 1:8 +25% DE PIEDRA MEDIANA DE TAMAÑO MAX. 3" MORTERO TIPO M: CON ESPESOR DE JUNTAS HORIZONTALES Y VERTICALES 1.5 cm2 MUROS PORTANTES SERAN LEVANTADOS CON LADRILLO ITINTEC 33-10-17 LADRILLO MACIZO Y SE VACIARAN LAS VIGAS DIRECTAMENTE SOBRE LOS MUROS PORTANTES Y ESPECIFICACIONES TECNICAS CAPACIDAD PORTANTE n = 0.70 Kg/cm2 (VERIFICAR EN OBRA) 4d1" 5 ESC. 1/12.5 DETALLE DE CIMENTACION 5 5 d1"@.25 VIGA DE CIMENTACIÓN VC-1 SOLADO DE VIGA DE CIMENTACION d1/2" .25 .25 .25 d1"@.25 Z-2 5 5 N.V.T 5 5 CONCRETO 1:10 CIMIENTO (CEMENTO-HORMIGON) 25% PIEDRA GRANDE 30% PIEDRA GRANDE (CEMENTO-HORMIGON) CONCRETO 1:10 SOBRECIMIENTO 5 5 \U+22051/2'' 1 @ .05 .06 @ .10 RST. 25C/E \U+22051/2'' @ .30 5 5 5 5 5 5 5 5 5 3 d 1" 3 d 1" 3 d 1" 5@0.10, 3@0.15 R @0.25 d 3/8" C-1 3 d 1" 5 d1"@.20 Z-1 d1"@.20 SECCION B-B 5 SECCION A-A 5 5 5 n.f.p. n.f.p. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-2 5@0.10, 3@0.15 R @0.25 d1"@.25 5 4 d 1" d 3/8" 4 d 5/8" Z-2 SECCION C-C 5 SECCION D-D 0.40 4 d 1" 4 d 5/8" d1"@.25 5 SECCION E-E 0.40 SECCION F-F 5 5 5 5 5 5 n.f.p. n.f.p. 5 5 5 5 5 5 5 5 n.f.p. 5 5 n.f.p. 5 5 5 5 5 5 5 5 5 d3/8",5@.10,3@.15,4@.25,R@.30 DETALLE DE COLUMNA C-2 No se permitirán empalmes del refuerzo superior (-)en una longitud de 1/4 de la luz de la viga ó losa @lado de las columnas, vigas o muros de apoyo. CUADRO DE EMPALMES POR TRASLAPE DETALLE DE COLUMNA C-2 N.V.T 5 CORTE 3-3 5 CORTE 2-2 5 5 L' 0.50 0.40 0.70 0.60 0.60 0.40 L 0.70 1/2 3/8 d 5/8 0.90 3/4 ZAPATA SOLADO VIGA DE CIMENTACION 5 2 ø 5/8" 2 ø 5/8" 2 2 d3/8", 1@.0.05, 4@.10, Resto @ 0.20 caran con las dimensiones Si tiene alveolos. estos Unidad de albañileria: como mínimo con tel tipo IV de la Norma ITINTEC ALBAÑILERIA Podran ser de arcilla o silico calcáreo, deberan Todas las unidades de albañileria de muros se fabri- mínimas indicadas en este plano. cm. 14 cm. del volumen total. 9 cm. : f'b = 130 Kg/cm2 ALBAÑILERIA : f'm = 45 Kg/cm2 MORTERO : P1-C CEMENTO :CAL: ARENA 1:1:4 no excederan el 25% Z-4 5 3 ø 1" 3 ø 1" 3 3 d3/8",5@.10,3@.15,4@.25,R@.30 COLUMNAS Se ubicaran en el 1/3 central y no se empalmarán más del 50% de la armadura en una misma sección. DETALLE DE COLUMNA C-1 L' L LOSAS Y VIGAS VIGA DE CIMENTACION SOLADO ZAPATA VIGA DE CIMENTACION ZAPATA SOLADO d3/8",5@.10,3@.15,4@.25,R@.30 N.V.T N.V.T 5 5 5 d1"@.20 d 10 d1" 5 SECCION B-B 5@0.10, 3@0.15 R @0.25 4 d 5/8" C-3 4 d 1" d 3/8" 5@0.10, 3@0.15 R @0.25 Z-3 d1"@.20 5 d1"@.25 C-4 5@0.10, 3@0.15 R @0.20 5 d 3/8" SECCION G-G 5 6 ø 1/2" d 3/8" d1"@.20 B 6 ø 1/2" 5 5 5 n.f.p. 5 6 ø 1/2" B B B B B 1/2" 1 ø 1/2" 1 3"X3/16" 2 3/4"X1/8" 2 3/4"X1/8" \U+2205 1/2" \U+2205 1/2" 1/4" 0.25X0.25 CM 3"x3"x5/16" 1 1/2"x1 1/2"X3/16" 3"x3"x5/16" PLANCHA 1/4" 1 1/2"x1 1/2"X3/16" 3"x3"x5/16" 3"x3"x5/16" 1"X3/16" 3/4"X1/8" 1"X3/16" 1"X3/16" 3/4"X1/8" 0.35 0.35 1"X3/16" D = VARIABLE 0.35 0.35 1 1/2"X5/16" 3"X5/16" 3"X5/16" 0.60 1 1/2"X3/16 3"X5/16" 3"X5/16" 1 1/2"X5/16" 10.80 0.50 1 1/2"X3/16" 0.35 0.60 0.25 0.25 0.25 1.50 1.50 0.60 0.35 0.50 0.50 0.05 0.25 0.25 0.25 1/2" 1.55 5.19 5.19 FIERRO NEGRO ø 2" 5.19 1.50 TARUGOS DE PLASTICO PLATINA 1/32" FIERRO NEGRO 2" 4 PERNOS DE 1/2"X2" 0.15 0.15 ANCLAJE FIERRO NEGRO ø 2" 0.60 4.59 0.60 1.73 4.59 1.74 0.60 4.59 0.60 .30 .30 .30 .30 .30 .30 .30 .30 5 5 H 5 5 5 E D F 5 G 5 5 C B 5 9 5 K L 5 J I 5 V-S4 (25 x 30) ESPEJO DE AGUA D E ESPEJO DE AGUA B A CANCHA DE PRECALENTAMIENTO 1.55 1.55 1.60 1.60 1.60 1.60 5 5 1d3/8" 1d3/8" C H G 1d3/8" 1d3/8" F 5 5 2 1d3/8" V-S4 (25 x 30) 1d3/8" 2d3/8" 2d3/8" 1d3/8" 2d3/8" 2d3/8" V-S4 (25 x 30) 1d3/8" 1d3/8" 2d3/8" 1d3/8" 2d3/8" V-S4 (25 x 30) 2d3/8" V-S3 (25 x 30) 1d3/8" 1d3/8" 2d3/8" 2d3/8" 1d3/8" 1d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" V-S3 (25 x 30) V-S3 (25 x 30) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 2d3/8" 2d3/8" V-S4 (25 x 30) V-S3 (25 x 30) 2d3/8" 2d3/8" 0.75 5 5 5 5 5 0.85 5 5 5 5 5 5 5 5 5 5 5 5 5 1.30 5 2 5 5 1 5 5 5 1d3/8" V-S4 (25 x 30) V-S3 (25 x 30) V-S3 (25 x 30) 5 5 5 1 5 5 E 5 5 5 5 5 5 n° 10 Preparación (10% 90%) en peso Relleno con mezcla brea-arena que paso tarmiz CORTE C-C ESCALA 1/10 Variable CORTE B-B 5 Variable 3/4'' 3/4'' 5 5 JUNTA : CORTE A-A, B-B, C-C 5 C C B B C C A A PLANTAS DE JUNTAS DE DILATACION C C A A TERRENOS @ ± 1kg/cm2 5 NOTA: El vaciado de la losa se hara por paños alternados 30 x 30 x 80 a ras del NPT. CORTE C-C ELEVACION PRINCIPAL JUNTAS : CORTE A-A, B-B, C-C Afirmado ESCALA 1/10 CORTE A-A CORTE B-B -Pendiente 0.1% del centro a los externos. CONCRETO f'c = 140 kg/cm2 -Debera respetarse exactamente el nivel entre paño y paño Piso Frotachado Falso piso : MEZCLA 1:8 Dado de croncreto de .15 x .15 x .15 5 Anclajes 5 ESCALA ESQUEMATICA DET. ANCLAJE DE TENSORES 5 5 5 5 STANDAR d 3'' TUBO F° G° 5 TUBO d2'' .05 A A C C B 5 .05 B DETALLE ''C'' Pintado 5 5 5 5 5 5 5 5 5 5 5 5 5 5mm de ancho LINEA DE ATAQUE pisos Cancha de Voley (amarillo) - Cancha de Basket (Blanco) de marca Paracas o similar CANCHA DEPORTIVAS MULTIPLE BASKET Y VOLEY Nota: El trazo de las canchas deportivas seran pintadas con pintura epoxica para 5 5 5 5 A A 5 5 5 C C 5 LINEA DE TIRO ARO DE CANASTA 5 VER DETALLE ''B'' TABLERO AREA RESTRICTIVA 5 LIBRE POSTE 5 RED <> DE EXTERIOR 5 CIRCULO CENTRAL 5 5 5 VER DETALLE ''C'' 5 5 5 5 5 5 Cadena F° 1/4 TABLERO DE VIDRIO TEMPLADO PERFIL L 2''x 2'' x 3/16'' Dado de croncreto de DET. SOPORTE DE POSTE ESCALA ESQUEMATICA PERNOS CON TUERCA 1/2'' x 2'' Pintado .05 5 5 ANCLAJE TIPICO .05 .05 DETALLE ''B'' Pintado DETALLE ''A'' 5 5 .05 @0.05 CON DOBLE NUDO CON COCADAS MALLA DE NYLON ANCLAJE STANDAR d 32'' 5 TUBO F° G° STANDAR d 3'' ELEVACION LATERAL 5 5 d 32'' TUBO F° G° STANDAR ESTRUCTURALES (6'' c 1'') EN BRUTO PERFORACIONES EN AMARRES VARILLA d1/2'' 5 ELEVACION DE RED ESCALA 1/50 Profundidad 60 cm Perforación 4'' N ARO DE CANASTA (d 3/4) LIMITE DE CANCHA 5 <> DE EXTERIOR 5 N Candado 40 mm. 5 ORIENTACION GEOMETRICA (COMITE OLIMPICO INTERNACIONAL) A LO QUE EMITE LAS NORMAS DEL COI GRADUABLE TUBO F° G° STANDAR d 4' TUBO F° G° STANDAR d 3' 5 TUBO F° G° PERFIL IL 1 1/2'' x 3/18'' STANDAR d 3'' TUBO F° G° 5 5 5 5 5 5 ZONA DE PROYECCION 5 LINEA FINAL 5 5 LINEA DE FONDO VER DETALLE ''A'' 5 LINEA LATERAL BASKET 5 LINEA DE ATAQUE 5mm de ancho POSTE BASKET BANDA DOBLE DE LONA FINA d3" A LO QUE EMITE LAS NORMAS DEL COI (COMITE OLIMPICO INTERNACIONAL) GRADUABLE @0.05 CON DOBLE NUDO CON COCADAS MALLA DE NYLON CINTA DE TELA BLANCA .05 mts. DE ANCHO 5 5 5 5 5 AREA DE SERVICIO 5 5 5 PARA HOMBRES ALTURA DE RED 5 d3" (COMITE OLIMPICO INTERNACIONAL) GRADUABLE A LO QUE EMITE LAS NORMAS DEL COI PARA MUJERES ALTURA DE RED LINEA LATERAL DE CANCHA 5 5 5 5 DETALLE DE VIGA DE LOSA VER DETALLE VIGA DE LOSA VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60) VC - 1 (0.40 x0.60)

Language	Spanish
Drawing Type	Plan
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Plastic, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, closed, coliseum, court, DWG, feld, field, full, plan, plans, projekt, projet de stade, projeto do estádio, schematic, soccer, sports centers, stadion, Stadium, stadium project, structures