Structural Plans Iei N 70035 DWG Plan for AutoCAD

PLANS structures (posts, BEAMS AND FOUNDATION) FOR THE INITIAL EDUCATIONAL INSTITUTION MACUSANI 70035 LOCATED IN PUNO

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

det. of tapajunta, detail of location of, distribution board, cut j-j, cut k-k, detail tub. rainwater, tub. embedded in the path, see clamp, see det. of gutter, tubolar brick, lightened detail, earth well, anderson connector, sifted earth with chemical treatment, wood aguano, counterzocalo, det. corrido foundation, overburden, sidewalk, bb cut, aa cut, foundation beam, tongue and groove wood floor, filling, foundations, cc cut, dd cut, tijeral detail, galvanized calamine, ridge, wood and groove ceilings, gutter, with specified dimensions in detail, the tijeral is made of wood aguano, note :, see detail, bb, aa, hh, gg, detail of cartridges, dd, cc, ee, ff, semi-transparent transparent glass, door is made of wood aguano includes varnished, finish, detail clamp, detail gutter, upright, water drop, cut a – a, wall, fixing clamp, note: the clamps should be, placed in each truss, det. staircase column, transverse bend, brick wall, m-m cut, n-n cut, second section, stair detail, first section, brick wall, det. truss stair, xx cut, foundation, wall, cut and and, ladder column, construction board det, column, sidewalk on floor, x – x, concrete flooring, and – and, a – a, improvement of educational services pampa de rust , district municipality, san pedro de putina punco, column table, type, bxt, abutment, section, zz, yy, overburden, interior refolding, shoe frame, dimensions, steel, height, steel temperature, as specified in plant of lightened, structure – foundations-details, plan :, location :, scale:, date:, indicated, project :, design :, drawing cad :, topography :, place: pampas de rust, district: putina punco, province: sandia , region: puno, epp, district municipality of san pedro de putina punco, mayor: prof. juan bautista machaca quispe, gduo, approved by:, footboard, detail, in both directions, detail of connecting beam-shoes, filled with, own, shoe, floor, section, sidewalks, columns and joists, corrugated steel, columns, flooring, beams and slabs, bracing columns, brace joists, flat beams and slabs, connection beams, concrete, footings, ores, grout, liquid mortar, foundations, false floor, beams, masonry, characteristic resistance, f’m, bearing capacity of the ground, section cc, foundation, values of m, lower reinforcement, h: any, top reinforcement, overlapping joints for beams and lightened slabs, rmin, ldg, beam, reinforcement st, footboard, bending detail and diameter of bending of standard hooks in stirrups, considering zone of low efforts, detail of splicing of columns, splicing in different parts trying to make the splices outside the confinement zone, first floor, tongue and groove floor, sidewalk, pi so polished cement, dining room, kitchen, ceramic floor, s.h. males, s.h. ladies, s.h. teacher, lightened ceiling design, ladies, ceramic floor, ss.hh., males, div.polycarbonato, concrete shelf, made in work, npt, gargola, classroom, umachiri street, classroom sum, cement floor, terrace.azotea, room serv., topic, shdamas, mat. educational, shvaron, cement floor, second floor, peak cement, circulation, tongue and groove wood floor, entrance, single, box vain, width, height, alfeizer, quantity, desc., windows, features, moduglass, doors, board rebaj ., metal, frontal elevation, bruña, acrylic slate, technical specifications, -spaces, -lays, -columns, -lightened, -banked beams, -bending beams, coatings, bending detail, stirrups in beams and columns, resistance of land, foundations, foundations, concrete, note: depth of excavation, from natural soil, masonry: brick machined hercules, direction, patio floor, deposit, adobe wall, classroom very deteriorated adobe wall and roof calamine, fence perim. adobe, street, hall-circulation, teacher, complementary, teaching room, patio, concrete floor, street jr. umachiri, gardens, coverage with sentetica mesh, div.milamine, reg box. drinking water, reg box. drain, potable water pipe, drain pipe to the public network, psychomotor classroom, floor: tongue and groove wood, stairs, floor: polished cement, tarred and painted wall, secretary, corridor, fibromineral tile ceiling, slab, topical and psychology, floor: non-slip ceramic, wait, teacher’s room, roof, wood machiembrada, projection beam, pantry, topical and psychology, ss.hh, annual file, floor: parqueton wood, roof terrace, materials, main elevation, slab roof, posterior elevation, structures. foundation, district: cupi, province: melgar, distribution- current, distribution-second floor, improvement of the educational service of the initial level scholar

Raw text data extracted from CAD file:

1/2" 3/4" -75.66431596148621 TAPAJUNTA SERA DE MADERA AGUANO CEPILLAD0 Y PULIDO DE 3/4"x1/2"x10' ACABADO CON BARNIZ TRANSPARENTE ESCALA =1/5 DET. DE TAPAJUNTA TAPAJUNTA DE MADERA AGUANO DE 3/4"x1/2"x10' -75.66431596148621 TRIPLAY DE 4 mm. CLAVOS DE 1" LISTON DE MADERA AGUANO 2"x2"x10' \A1;1.40 \A1;0.54 \A1;0.14 DETALLE DE UBICACION DE circuito de tomacorrientes 20 mm2 PVC-L TABLERO DE DISTRIBUCION Para Alumbrado Tomac. a 2do piso -74.02386081565109 -74.02386081565109 Alineadores 25 mm2 PVC-L -74.02386081565109 -77.36506803326431 3 DET. VB-0.20x0.20 (CORREDOR) 2Ø1/2" 2Ø1/2" Estribos de Ø1/4" : @0.25 4 2Ø3/8" -77.36506803326431 -77.36506803326431 Estribos ø1/4" @ 0.15 2ø3/8" 2ø3/8" 4Ø3/8" -77.36506803326431 -77.36506803326431 -77.36506803326431 -77.36506803326431 -77.36506803326431 VP-0.25x0.60 4Ø3/8" -77.36506803326431 -77.36506803326431 Estribos de Ø1/4" : @0.15 -77.36506803326431 -77.36506803326431 -77.36506803326431 -77.36506803326431 2Ø3/8" 2Ø1/2" 2Ø1/2" -77.36506803326431 VP-0.25x0.60 j j CORTE j-j CORTE k-k k k \A1;0.60 \A1;1.50 \A1;1.00 \A1;1.20 \A1;1.20 \A1;0.90 DETALLE TUB. AGUAS PLUVIALES -17.84862949408676 TUB. EMPOTRADO EN LA VEREDA A A -17.84862949408676 VER ABRAZADERA VER DET. DE CANALETA -17.84862949408676 -17.84862949408676 -17.84862949408676 -17.84862949408676 0.30 0.20 0.10 0.10 0.30 0.05 0.15 0.10 -114.4736012479393 LADRILLO TUBOLAR DETALLE DE ALIGERADO -114.4736012479393 -114.4736012479393 -114.4736012479393 LADRILLO TUBOLAR -114.4736012479393 ACERO DE TEMPERATURA Ø1/4"@0.25 -114.4736012479393 -114.4736012479393 -114.4736012479393 ACERO (-) ACERO (+) ESCALA =1/10 \A1;2.30 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.80 POZO DE TIERRA CONDUCTOR DE COBRE 25mm2 -59.03081436762366 -59.03081436762366 -59.03081436762366 -59.03081436762366 -59.03081436762366 VARILLA DISPERSORA DE Cu AL 99.9% 2.40m. CONECTOR ANDERSON TIERRA CERNIDA CON TRATAMIENTO QUIMICO TIERRA CERNIDA CON TRATAMIENTO QUIMICO TIERRA CERNIDA CON TRATAMIENTO QUIMICO \A1;CARBON VEGETAL \A1;SAL Madera Aguano CONTRAZOCALO RODON 1" CONTRAZOCALO -26.22213707404262 -26.22213707404262 -26.22213707404262 TIRAFON 2 1/2"xØ1/4" Y TARUGO DE PLASTICO A CADA 1.50m. TORNILLO DE 1 1/4" 3/4" 1" 4" DET. CIMIENTO CORRIDO -107.9322033880745 -107.9322033880745 N.T.+0.00 Sobrecimiento VEREDA NPT+0.15 VEREDA -107.9322033880745 ESCALA 1:25 NPT+0.00 NPT+0.30 CORTE B-B CORTE A-A Falso piso e=0.10 -107.9322033880745 -107.9322033880745 N.T.+0.00 -107.9322033880745 Sobrecimiento NPT+0.30 NPT+0.00 VEREDA NPT+0.15 VIGA DE CIMENTACION VEREDA Piso de madera machihembrada Falso piso e=0.10 Piso de madera machihembrada RELLENO RELLENO -107.9322033880745 -107.9322033880745 N.T.+0.00 -107.9322033880745 Sobrecimiento NPT+0.00 VEREDA NPT+0.15 Cimentación -107.9322033880745 VEREDA CORTE C-C VIGA DE CIMENTACION -107.9322033880745 -107.9322033880745 N.T.+0.00 -107.9322033880745 Sobrecimiento NPT+0.00 VEREDA NPT+0.15 Cimentación -107.9322033880745 VEREDA CORTE D-D VEREDA VEREDA NPT+0.15 VEREDA VEREDA NPT+0.15 -107.9322033880745 -107.9322033880745 -107.9322033880745 -107.9322033880745 -107.9322033880745 -107.9322033880745 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 VER CART.-01 59.61870218402849 2"x6" ESCALA 1:25 59.61870218402849 59.61870218402849 DETALLE DE TIJERAL 2"x4" 2"x6" 2"x6" 2"x4" 2"x6" 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 59.61870218402849 Cieloraso con triplay de 4mm. entarimado con madera de 2"x3" 59.61870218402849 59.61870218402849 VER CART.-03 VER CART.-02 59.61870218402849 Calamina Galvanizada 59.61870218402849 2"x6" 2"x6" 2"x6" 2"x4" 2"x4" Correas de 2"x3"x10' Cumbrera 59.61870218402849 Cieloraso madera machihembrada VER CART.-04 CANALETA CON DIMENSIONES ESPECIFICADOS EN EL DETALLE EL TIJERAL SE CONFECCIONARA DE MADERA AGUANO NOTA: VER DETALLE DET. VP-101-0.25x0.60 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -23.05327929792102 A -23.05327929792102 2Ø3/4" a a 2Ø3/4" 2Ø5/8" 2Ø3/4" -23.05327929792102 -23.05327929792102 -23.05327929792102 B -23.05327929792102 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 -23.05327929792102 -23.05327929792102 -23.05327929792102 b b 2Ø3/4" 2Ø3/4" -23.05327929792102 4Ø3/4" 2Ø5/8" 2Ø5/8" -23.05327929792102 b-b -23.05327929792102 4Ø3/4" -23.05327929792102 a-a -23.05327929792102 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -80.11721479845183 DET. VP-202-0.25x0.50 -80.11721479845183 2Ø5/8" 2Ø5/8" g g 1Ø5/8" 1Ø5/8" -80.11721479845183 -80.11721479845183 A -80.11721479845183 h -80.11721479845183 h 1Ø5/8" -80.11721479845183 -80.11721479845183 B 2Ø5/8" -80.11721479845183 -80.11721479845183 3Ø5/8" h-h g-g 3Ø5/8" 3Ø5/8" -80.11721479845183 -80.11721479845183 \A1;0.40 \A1;0.30 \A1;0.20 \A1;0.20 \A1;22° \A1;0.27 \A1;0.52 \A1;0.17 \A1;0.38 \A1;0.60 \A1;0.55 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.80 \A1;22° \A1;0.24 \A1;0.68 -101.3271133393427 CARTELA-04 CARTELA-03 CARTELA-02 CARTELA-01 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 58 PERNOS DE 3/8" Y 2.85 m2 PLANCHA METALICA DE 1/8" EN C/TIJERAL LAS CARTELAS SERAN DE PLANCHA METALICA NEGRA e=1/8" EN AMBOS LADOS ESCALA 1:20 DETALLE DE CARTELAS -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 -101.3271133393427 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" -84.287732974285 8 9 -84.287732974285 1Ø5/8" 1Ø5/8" 2Ø5/8" 2Ø5/8" -84.287732974285 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 10 -84.287732974285 d d 2Ø5/8" c c 2Ø5/8" -84.287732974285 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-201-0.25x0.30 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 11 -84.287732974285 2Ø5/8" 2Ø5/8" -84.287732974285 3Ø5/8" -84.287732974285 3Ø5/8" d-d c-c 3Ø5/8" 2Ø5/8" -84.287732974285 -84.287732974285 12 -84.287732974285 -84.287732974285 1Ø5/8" 1Ø3/4" DET. VA-201-0.25x0.30 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" -84.287732974285 1 2 -84.287732974285 1Ø5/8" 1Ø5/8" 2Ø5/8" 2Ø5/8" -84.287732974285 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 3 -84.287732974285 d d 2Ø5/8" c c 2Ø5/8" -84.287732974285 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 4 2Ø5/8" 2Ø5/8" -84.287732974285 5 -84.287732974285 -84.287732974285 1Ø5/8" 1Ø3/4" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VP-201-0.25x0.50 -123.3306367378687 -123.3306367378687 1Ø5/8" 1Ø5/8" e e 2Ø5/8" 2Ø5/8" A -123.3306367378687 -123.3306367378687 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 -123.3306367378687 -123.3306367378687 1Ø5/8" f -123.3306367378687 B f -123.3306367378687 -123.3306367378687 -123.3306367378687 3Ø5/8" 3Ø5/8" e-e f-f 3Ø5/8" 2Ø5/8" -123.3306367378687 -123.3306367378687 4Ø3/8" -123.3306367378687 -123.3306367378687 -123.3306367378687 4Ø3/8" 4Ø3/8" -123.3306367378687 -123.3306367378687 4Ø3/8" -123.3306367378687 Estribos de Ø1/4" : R@0.20 c/e Estribos de Ø1/4" : R@0.20 c/e 2" 4" 0.25 1.10 0.10 0.10 2" 1.10 0.25 4" -103.4027969376772 -103.4027969376772 MARCO DE MADERA AGUANO DE 2"x4" -103.4027969376772 TARUGOS DE MADERA 2"x2" CHAPA FORTE DE 02 GOLPES BISAGRAS DE 4"(04 UNIDADES) -103.4027969376772 CORTE A-A -103.4027969376772 -103.4027969376772 JUNQUILLO DE MADERA 1"x1/2" CEPILLADO, LIJADOFIJADO CLAVO DE 1" VIDRIO TRANSPARENTE SEMIDOBLE MARCO DE MADERA AGUANO DE 2"x4" -103.4027969376772 -103.4027969376772 CORTE B-B TARUGOS DE MADERA 2"x2" -103.4027969376772 -103.4027969376772 \A1;1.00 \A1;1.10 \A1;1.00 \A1;.50 \A1;2.70 \A1;.15 \A1;.15 \A1;1.00 \A1;.10 \A1;2.20 \A1;1.00 \A1;1.10 \A1;1.00 \A1;1.00 \A1;2.45 \A1;.35 \A1;2.10 \A1;.10 \A1;.15 \A1;.15 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.00 \A1;2.45 \A1;.35 \A1;2.10 \A1;.10 \A1;.15 \A1;.15 \A1;1.00 \A1;1.20 \A1;1.10 \A1;.50 \A1;2.70 \A1;.15 \A1;.15 \A1;1.10 \A1;.10 \A1;2.20 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-1 B B A A MADERA AGUANO 2"x4" ACABADO -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 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-2 -88.43771488652658 -88.43771488652658 -88.43771488652658 B -88.43771488652658 ACABADO MADERA AGUANO 2"x4" B -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 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-3 B B A A MADERA AGUANO 2"x4" ACABADO -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 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-4 -88.43771488652658 -88.43771488652658 -88.43771488652658 B -88.43771488652658 ACABADO MADERA AGUANO 2"x4" B -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 A ESCALA = 1:25 A 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 -92.89445775755371 -92.89445775755371 -92.89445775755371 B -92.89445775755371 ACABADO MADERA AGUANO 2"x4" B -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 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;1.00 \A1;1.00 \A1;2.25 \A1;.10 \A1;.15 \A1;.15 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 -89.7472859246397 -89.7472859246397 -89.7472859246397 -89.7472859246397 ACABADO MADERA AGUANO 2"x4" -89.7472859246397 -89.7472859246397 -89.7472859246397 -89.7472859246397 A ESCALA = 1:25 A DET. ZAPATA Z-3 -112.9281919853044 -112.9281919853044 ESCALA 1:25 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 -112.9281919853044 Ø1/2"@0.16 A/L DET. ZAPATA Z-4 -113.546689810849 ESCALA 1:25 -113.546689810849 Ø1/2"@0.16 A/L -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 -113.546689810849 0.30 0.178 0.30 0.25 1.1/2" 0.15 3" 0.15 4" 0.178 0.25 0.075 3" 0.55 1" 1" 1" 1.1/2" -47.97197728837491 CANALETA DETALLE ABRAZADERA -47.97197728837491 -47.97197728837491 -47.97197728837491 -47.97197728837491 -47.97197728837491 GANCHO DE PLANCHA LAC DE 1"x3/16" FIJADOS EN CADA TIJERAL AGUJEROS PARA PASE DE CLAVOS DE 3" -47.97197728837491 -47.97197728837491 -47.97197728837491 -47.97197728837491 -47.97197728837491 -47.97197728837491 DETALLE CANALETA -47.97197728837491 MONTANTE DETALLE ABRAZADERA -47.97197728837491 CLAVO DE CEMENTO 2" -47.97197728837491 BAJADA DE AGUA CORTE A - A MURO CONCRETO f'c=175Kg/cm2 TARRAJEADO Y PINTADO ALAMBRE N°16 ENVUELTO A LA TUBURIA TUBERIA DE PVC Ø3" -47.97197728837491 -47.97197728837491 ABRAZADERA DE FIJACION TUBO DE PVC Ø3" -47.97197728837491 NOTA: Las abrazaderas se deberan colocarse en cada tijeral -119.3996974598325 -119.3996974598325 Ø1/2"@0.16 A/L -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.3996974598325 DET. ZAPATA Z-2 ESCALA 1:25 -119.3996974598325 -119.3996974598325 -119.3996974598325 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 Ø1/2"@0.16 A/L -119.4593018249901 -119.4593018249901 DET. ZAPATA Z-1 ESCALA 1:25 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 -119.4593018249901 \A1;3.15 \A1;2.68 \A1;0.15 \A1;0.16 \A1;0.27 \A1;0.20 \A1;0.15 \A1;0.1 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.89 \A1;1.00 17 DET. COLUMNA ESCALERA -111.7652440483842 -111.7652440483842 ESCALA 1/25 18 19 10 11 12 16 -111.7652440483842 -111.7652440483842 -111.7652440483842 13 14 15 Ø5/8"@0.20 DOBLADO TRANSVERSAL DOBLADO TRANSVERSAL 4Ø3/8" 4Ø3/8" 2Ø3/8" MURO LADRILLO -111.7652440483842 -111.7652440483842 Estribos ø1/4" @ 0.15 2ø3/8" 2ø3/8" m m CORTE m-m m m -111.7652440483842 -111.7652440483842 2Ø3/8" Estribos de Ø1/4" : @0.15 n n CORTE n-n -111.7652440483842 -111.7652440483842 -111.7652440483842 -111.7652440483842 -111.7652440483842 Ø3/8"@0.30 \A1;2.51 \A1;2.43 \A1;3.15 \A1;1.63 \A1;1.23 \A1;1.63 \A1;1.13 \A1;4.48 \A1;2.68 \A1;0.60 \A1;0.50 \A1;0.15 \A1;1.65 \A1;0.20 \A1;1.00 \A1;1.13 \A1;0.30 \A1;0.16 \A1;0.27 \A1;0.15 \A1;0.25 \A1;0.25 \A1;1.55 \A1;0.25 \A1;1.55 \A1;0.15 \A1;0.16 \A1;0.27 \A1;1.12 \A1;0.30 \A1;1.00 \A1;1.05 Ø3/8"@0.40 Ø3/8"@0.30 17 -68.15874986335396 3 SEGUNDO TRAMO -68.15874986335396 -68.15874986335396 -68.15874986335396 -68.15874986335396 -68.15874986335396 -68.15874986335396 -68.15874986335396 -68.15874986335396 1 NPT=+0.15 Ø1/2"@0.25 Ø3/8"@0.30 2 -68.15874986335396 -68.15874986335396 -68.15874986335396 MURO LADRILLO Est. Ø1/4"@0.15 2Ø3/8" VIGUETA : 4 Ø 1/2" Estrib. Ø1/4" @ 0.25 -68.15874986335396 ESCALA 1/25 18 19 20 -68.15874986335396 4Ø5/8" -68.15874986335396 -68.15874986335396 Ø1/2"@0.25 -68.15874986335396 8 Ø3/8"@0.30 9 Ø3/8"@0.30 5 -68.15874986335396 4 7 6 -68.15874986335396 -68.15874986335396 Ø5/8"@0.20 4Ø5/8" ESCALA 1/25 AREA =1.43m2 DETALLE DE ESCALERA ESCALA 1/25 PRIMER TRAMO MURO DE LADRILLO MURO DE LADRILLO -68.15874986335396 10 -68.15874986335396 -68.15874986335396 10 MURO DE LADRILLO -68.15874986335396 Ø3/8"@0.30 11 12 Ø1/2"@0.20 -68.15874986335396 MURO DE LADRILLO AREA =1.06m2 16 Ø1/2"@0.20 -68.15874986335396 -68.15874986335396 -68.15874986335396 13 14 15 Ø5/8"@0.20 -68.15874986335396 4Ø5/8" -68.15874986335396 -68.15874986335396 -68.15874986335396 Ø1/2"@0.20 Ø5/8"@0.20 Ø1/2"@0.20 Ø5/8"@0.20 Ø5/8"@0.20 Cieloraso madera machihembrada Rodon de 3/4" Cieloraso Ttriplay de 4mm. -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 Correas de 2"x3" Calamina Galvanizada 2"x4" 2"x6" Cumbrera -90.58177635303684 2"x6" 2"x6" 2"x4" 2"x4" -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 -90.58177635303684 Clavos de 4" Clavos de 4" Clavos de 4" DET. TIJERAL ESCALERA ESCALA 1:25 -90.58177635303684 \A1;0.30 \A1;0.92 \A1;0.70 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.73 \A1;1.91 \A1;5.24 \A1;0.33 \A1;0.33 \A1;3.72 \A1;0.25 \A1;3.98 \A1;0.25 \A1;1.65 \A1;2.33 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 -724.720985329636 -724.720985329636 -724.720985329636 -724.720985329636 -724.720985329636 -724.720985329636 -724.720985329636 -724.720985329636 -724.720985329636 -724.720985329636 \A1;1.00 \A1;1.00 \A1;.90 \A1;.50 \A1;2.70 \A1;.15 \A1;.15 \A1;.90 \A1;.10 \A1;2.20 \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;0.60 \A1;3.93 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.25 \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;0.60 \A1;3.93 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;1.00 \A1;0.60 \A1;0.25 \A1;6.80 \A1;0.50 \A1;1.10 \A1;1.40 \A1;1.10 \A1;0.30 \A1;1.40 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.50 L A R R A R O E C L P O I B M S E U T U T C O N U P L A N O I G E R O N R E I B O G -813.1898487371135 -813.1898487371135 Base compactada al 95% de Proctro modificado Acado 1cm. C:A = 1:2 Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa -813.1898487371135 CORTE X-X ESCALA 1:20 -813.4860837644188 S=-1.5% -813.4860837644188 -813.4860837644188 -813.4860837644188 -813.4860837644188 -813.4860837644188 Base compactada al 95% de Proctro modificado f'c=140Kg/cm2 -813.4860837644188 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 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.025 Juntas de 2.5cm De Teknopork. -113.5239593140276 COLUMNA ESCALERA DET DE JUNTA DE CONSTRUCCION ESCALA 1:25 COLUMNA \A1;0.025 3.85 1.50 -90.46751942816714 Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa Bruña de 1x1cm. -90.46751942816714 Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa S=-1.5% VEREDA EN PLANTA ESCALA 1:50 Y Y X \A1;0.60 \A1;3.10 \A1;2.04 \A1;5.04 \A1;0.70 \A1;9.35 \A1;22.0000° \A1;22.0000° \A1;0.28 \A1;2.52 \A1;5.32 \A1;3.10 \A1;1.65 \A1;2.23 \A1;3.15 \A1;6.60 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.51 \A1;0.25 \A1;0.75 \A1;1.04 \A1;2.52 \A1;0.25 \A1;3.92 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.20 \A1;0.1 \A1;0.15 \A1;0.20 \A1;6.80 \A1;0.60 \A1;0.30 \A1;1.10 \A1;1.70 \A1;1.65 \A1;1.70 \A1;0.30 \A1;1.10 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;6.80 \A1;0.50 \A1;1.40 \A1;1.10 \A1;1.65 \A1;1.40 \A1;0.30 \A1;1.10 \A1;0.40 \A1;0.80 \A1;0.15 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.50 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.20 \A1;1.20 \A1;1.20 \A1;1.16 \A1;1.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.25 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.98 \A1;0.98 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;1.90 \A1;1.90 \A1;1.84 \A1;1.84 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;1.90 \A1;1.90 \A1;0.25 \A1;0.35 \A1;0.25 \A1;1.84 \A1;1.84 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.25 \A1;0.30 \A1;0.25 -121.1738388365912 6Ø5/8" -121.1738388365912 X - X -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 CONCRETO SOLADO Ø1/2"@0.16 A/L -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 4Ø5/8" -121.1738388365912 \U+2205 Y -121.1738388365912 Y - Y Y A A DET. DE VIGA DE CIMENTACION VC-02 ESCALA 1:25 2Ø5/8" 2Ø5/8" ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. -121.1738388365912 4Ø5/8" -121.1738388365912 A - A DET. Z-1 -121.1738388365912 NPT=+0.30 CONCRETO SOLADO NTN±0.00 ESCALA 1:25 \U+2205 X Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 X Estribos3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 CONCRETO SOLADO Ø1/2"@0.16 A/L -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 \U+2205 X X -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 -121.1738388365912 6Ø5/8" -121.1738388365912 X - X -121.1738388365912 C-2 C-3 C-2 DET. Z-3 ESCALA 1:25 DET. Z-1 ESCALA 1:25 A A VEREDA=+0.15 FALSO PISO e=10cm. RELLENO NPT=+0.30 NTN±0.00 VEREDA=+0.15 FALSO PISO e=10cm. RELLENO NPT=+0.30 FALSO PISO e=10cm. RELLENO FALSO PISO e=10cm. RELLENO Estribo:3/8"@0.20 Estribo:3/8"@0.20 Estribo:3/8"@0.20 Estribos3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 Estribos3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 Ø1/2"@0.16 A/L -121.1738388365912 \A1;0.80 \A1;0.40 \A1;0.075 \A1;0.10 \A1;1.20 \A1;0.30 \A1;0.30 \A1;2.50 \A1;2.70 \A1;7.30 \A1;0.30 \A1;0.40 \A1;0.075 \A1;0.10 \A1;0.30 \A1;0.30 \A1;2.50 \A1;0.30 \A1;0.25 \A1;0.80 \A1;0.30 \A1;0.25 \A1;2.70 \A1;0.30 \A1;1.00 \A1;0.25 \A1;0.40 \A1;0.075 \A1;0.10 \A1;0.30 \A1;0.25 \A1;0.30 \A1;2.50 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;2.85 \A1;7.30 \A1;0.15 \A1;1.90 \A1;0.25 \A1;1.90 02 AULAS MEJORAMIENTO DE SERVICIOS EDUCATIVOS PAMPA DE MOHO MUNICIPALIDAD DISTRITAL DE SAN PEDRO DE PUTINA PUNCO 0.35 0.25 0.30 0.25 0.25 0.25 0.15 0.20 CUADRO DE COLUMNAS C-3 4Ø 5/8" 0.25x0.25 Ø1/4": TIPO C-2 bxt Estribo \U+2205 6Ø 5/8" 0.25x0.30 Ø3/8": 4Ø 3/8" 0.15x0.20 Ø1/4": C-4 1 @ 0.05 4 @ 0.10 2 @ 0.15 Rto. @ 0.25 C/E 2 @ 0.15 1 @ 0.05 4 @ 0.10 Rto. @ 0.25 C/E 1 @ 0.05 3 @ 0.10 Rto. @ 0.25 C/E C-1 8Ø 5/8" 0.25x0.35 Ø3/8": 1 @ 0.05 4 @ 0.10 2 @ 0.15 Rto. @ 0.25 C/E -53.38385960351866 -53.38385960351866 SECCION -53.38385960351866 -53.38385960351866 -53.38385960351866 -53.38385960351866 -53.38385960351866 -53.38385960351866 \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.30 \A1;1.00 \A1;0.80 \A1;1.00 \A1;0.60 \A1;0.25 DET. VA-101-0.25x0.30 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -34.50854087841037 -34.50854087841037 -34.50854087841037 -34.50854087841037 -34.50854087841037 1Ø5/8" 1 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -34.50854087841037 -34.50854087841037 -34.50854087841037 1Ø5/8" 2 1Ø3/4" 2Ø5/8" 2Ø5/8" -34.50854087841037 3 -34.50854087841037 -34.50854087841037 1Ø5/8" d d c c \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.30 \A1;1.00 \A1;0.80 \A1;1.00 \A1;0.60 \A1;0.25 DET. VA-101-0.25x0.30 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -23.38026086731748 -23.38026086731748 -23.38026086731748 -23.38026086731748 -23.38026086731748 1Ø5/8" 4 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -23.38026086731748 -23.38026086731748 -23.38026086731748 1Ø5/8" 5 1Ø3/4" 2Ø5/8" 2Ø5/8" -23.38026086731748 6 -23.38026086731748 -23.38026086731748 1Ø5/8" d d c c \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.30 -27.95586448384915 -27.95586448384915 3Ø5/8" 3Ø5/8" 3Ø5/8" 2Ø5/8" -27.95586448384915 -27.95586448384915 \A1;6.80 \A1;0.60 \A1;0.30 \A1;1.10 \A1;1.70 \A1;1.65 \A1;1.70 \A1;0.30 \A1;1.10 \A1;0.60 DET. VP-101-0.25x0.60 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -9.298065674758961 A -9.298065674758961 2Ø3/4" 2Ø3/4" a a 2Ø5/8" 2Ø3/4" -9.298065674758961 -9.298065674758961 -9.298065674758961 C -9.298065674758961 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 -9.298065674758961 -9.298065674758961 -9.298065674758961 b b 2Ø3/4" -9.298065674758961 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 2Ø3/4" -9.863047966729253 4Ø3/4" 2Ø5/8" 2Ø5/8" -9.863047966729253 b-b -9.863047966729253 4Ø3/4" -9.863047966729253 a-a \A1;3.92 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.20 \A1;0.1 \A1;0.15 \A1;0.20 -1.147132604340754 1 DET. VB-0.20x0.20 (CORREDOR) 2Ø1/2" 2Ø1/2" Estribos de Ø1/4" : @0.25 2 2Ø3/8" -1.147132604340754 -1.147132604340754 Estribos ø1/4" @ 0.15 2ø3/8" 2ø3/8" 4Ø3/8" -1.147132604340754 -1.147132604340754 -1.147132604340754 -1.147132604340754 -1.147132604340754 VP-0.25x0.60 4Ø3/8" -1.147132604340754 -1.147132604340754 Estribos de Ø1/4" : @0.15 -1.147132604340754 -1.147132604340754 -1.147132604340754 -1.147132604340754 2Ø3/8" 2Ø1/2" 2Ø1/2" -1.147132604340754 VP-0.25x0.60 j j CORTE j-j CORTE k-k k k \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.05 \A1;0.15 \A1;0.10 -12.72032085742103 LADRILLO TUBOLAR DETALLE DE ALIGERADO -12.72032085742103 -12.72032085742103 -12.72032085742103 LADRILLO TUBOLAR -12.72032085742103 ACERO DE TEMPERATURA Ø1/4"@0.25 -12.72032085742103 -12.72032085742103 -12.72032085742103 ACERO (-) ACERO (+) \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.05 \A1;0.15 \A1;0.10 -12.72032085742103 LADRILLO TUBOLAR DETALLE DE ALIGERADO -12.72032085742103 -12.72032085742103 -12.72032085742103 LADRILLO TUBOLAR -12.72032085742103 ACERO DE TEMPERATURA Ø1/4"@0.25 -12.72032085742103 -12.72032085742103 -12.72032085742103 ACERO (-) ACERO (+) \A1;0.68 \A1;0.10 \A1;0.10 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.55 \A1;0.60 \A1;0.38 \A1;0.17 \A1;0.52 \A1;0.27 \A1;22° \A1;0.24 \A1;22° \A1;0.80 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.40 -754.1958011074948 CARTELA-04 CARTELA-03 CARTELA-02 CARTELA-01 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 58 PERNOS DE 3/8" Y 2.85 m2 PLANCHA METALICA DE 1/8" EN C/TIJERAL LAS CARTELAS SERAN DE PLANCHA METALICA NEGRA e=1/8" EN AMBOS LADOS ESCALA 1:20 DETALLE DE CARTELAS -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 -754.1958011074948 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -25.66088717044979 -25.66088717044979 -25.66088717044979 -25.66088717044979 -25.66088717044979 -25.66088717044979 -25.66088717044979 1Ø5/8" -25.66088717044979 13 14 -25.66088717044979 1Ø5/8" 1Ø5/8" 2Ø5/8" 2Ø5/8" -25.66088717044979 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -25.66088717044979 -25.66088717044979 -25.66088717044979 1Ø5/8" 15 -25.66088717044979 d d 2Ø5/8" c c 2Ø5/8" -25.66088717044979 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-101-0.25x0.30 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -25.66088717044979 -25.66088717044979 -25.66088717044979 1Ø5/8" 16 -25.66088717044979 2Ø5/8" 2Ø5/8" -25.66088717044979 3Ø5/8" -25.66088717044979 3Ø5/8" d-d c-c 3Ø5/8" 2Ø5/8" -25.66088717044979 -25.66088717044979 17 -25.66088717044979 -25.66088717044979 1Ø5/8" 1Ø3/4" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -28.75554163664642 -28.75554163664642 -28.75554163664642 -28.75554163664642 -28.75554163664642 -28.75554163664642 -28.75554163664642 1Ø5/8" -28.75554163664642 13 14 -28.75554163664642 1Ø5/8" 1Ø5/8" 2Ø5/8" 2Ø5/8" -28.75554163664642 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -28.75554163664642 -28.75554163664642 -28.75554163664642 1Ø5/8" 15 -28.75554163664642 d d 2Ø5/8" c c 2Ø5/8" -28.75554163664642 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-201-0.25x0.30 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -28.75554163664642 -28.75554163664642 -28.75554163664642 1Ø5/8" 16 -28.75554163664642 2Ø5/8" 2Ø5/8" -28.75554163664642 3Ø5/8" -28.75554163664642 3Ø5/8" d-d c-c 3Ø5/8" 2Ø5/8" -28.75554163664642 -28.75554163664642 17 -28.75554163664642 -28.75554163664642 1Ø5/8" 1Ø3/4" -64.62244963922194 DET. VIGA VC-01 y COLUMNA C-5 -64.62244963922194 CONCRETO SOLADO ESCALA 1:25 Z Z 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 -64.62244963922194 -64.62244963922194 -64.62244963922194 -64.62244963922194 -64.62244963922194 -64.62244963922194 -64.62244963922194 8Ø5/8" -64.62244963922194 X -64.62244963922194 Z-Z X ESTRIBOS: 1/4", 1@0.05, 3@0.10, R@0.25 VC-01 4Ø3/8" 4Ø3/8" ESTRIBOS: 1/4", 1@0.05, 3@0.10, R@0.25 ESTRIBOS Ø3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 6Ø5/8" 6Ø5/8" 6Ø5/8" 6Ø5/8" -64.62244963922194 4Ø3/8" -64.62244963922194 Y-Y Y Y X X Z Z SOBRECIMIENTO VC-01 -64.62244963922194 A A ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. -64.62244963922194 4Ø5/8" -64.62244963922194 A - A A C-1 C-5 C-2 \U+2205 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NPT=+0.30 FALSO PISO e=10cm. RELLENO FALSO PISO e=10cm. RELLENO FALSO PISO e=10cm. RELLENO 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 Estribo:3/8"@0.20 Estribo:3/8"@0.20 -64.62244963922194 -64.62244963922194 -64.62244963922194 4Ø3/8" ESTRIBOS Ø1/4" 1@0.05, 1@0.10, R@0.25 ESTRIBOS Ø1/4" 1@0.05, 1@0.10, R@0.25 4Ø3/8" Y Y Y 4Ø3/8" ESTRIBOS Ø1/4" 1@0.05, 1@0.10, R@0.25 JUNTA CON PLANCHA DE TECNOPOR 1/2" 4Ø3/8" ESTRIBOS Ø1/4" 1@0.05, 1@0.10, R@0.25 ESTRIBOS Ø1/4" 1@0.05, 1@0.10, R@0.25 4Ø3/8" ESTRIBOS Ø1/4" 1@0.05, 1@0.10, R@0.25 4Ø3/8" -64.62244963922194 4Ø3/8" -64.62244963922194 Y-Y Y Y Y -64.62244963922194 6Ø5/8" -64.62244963922194 X - X -64.62244963922194 -64.62244963922194 -64.62244963922194 4Ø3/8" -64.62244963922194 Y-Y JUNTA CON PLANCHA DE TECNOPOR 1/2" -64.62244963922194 Ø1/2"@0.16 A/L Ø1/2"@0.16 A/L \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.90 \A1;0.70 \A1;0.20 \A1;0.15 \A1;1.90 \A1;0.40 \A1;0.25 \A1;0.10 \A1;0.40 \A1;0.80 \A1;0.30 \A1;0.25 \A1;2.70 \A1;7.30 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.35 \A1;0.30 \A1;2.50 \A1;0.25 \A1;0.20 \A1;0.15 \A1;1.90 \A1;3.67 \A1;3.67 \A1;3.67 \A1;3.67 \A1;1.50 \A1;.90 \A1;2.37 \A1;.90 \A1;1.30 \A1;.70 \A1;2.37 \A1;.70 33.4285608110053 ANGULOS DE 1"x3mm TEE DE 1"x3mm Fierro Cuadrado de3/8" 33.4285608110053 TIPO V-1 ESCALA = 1:25 REBATIMIENTO INTERIOR 35.12149707464032 ANGULOS DE 1"x3mm TIPO V-2 ESCALA = 1:25 TEE DE 1"x3mm Fierro Cuadrado de3/8" 35.12149707464032 REBATIMIENTO INTERIOR TEE DE 1"x3mm 36.80632128136446 ANGULOS DE 1"x3mm 36.80632128136446 ESCALA = 1:25 TIPO V-3 Fierro Cuadrado de3/8" REBATIMIENTO INTERIOR 33.34284442480383 ANGULOS DE 1"x3mm TEE DE 1"x3mm Fierro Cuadrado de3/8" 33.34284442480383 TIPO V-4 ESCALA = 1:25 REBATIMIENTO INTERIOR 35.03578068843884 ANGULOS DE 1"x3mm TIPO V-5 ESCALA = 1:25 TEE DE 1"x3mm Fierro Cuadrado de3/8" 35.03578068843884 REBATIMIENTO INTERIOR TEE DE 1"x3mm 36.62060489516297 ANGULOS DE 1"x3mm 36.62060489516297 ESCALA = 1:25 TIPO V-6 Fierro Cuadrado de3/8" REBATIMIENTO INTERIOR \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;0.60 \A1;3.93 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.25 \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;0.60 \A1;3.93 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.25 \A1;0.30 \A1;0.25 Ø1/2"@0.16 A/L \A1;1.50 \A1;1.50 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 DET. ZAPATA Z-1 ESCALA 1:25 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 DET. ZAPATA Z-2 0.4385990268370819 0.4385990268370819 ESCALA 1:25 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 0.4385990268370819 Ø1/2"@0.16 A/L 0.4385990268370819 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.20 CORTE A-A Falso piso e=0.10 32.95294914432669 32.95294914432669 N.T.+0.00 32.95294914432669 Sobrecimiento NPT+0.30 NPT+0.00 VEREDA NPT+0.15 VIGA DE CIMENTACION Piso de madera machihembrada VEREDA RELLENO 32.95294914432669 32.95294914432669 32.95294914432669 \A1;0.40 \A1;0.80 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.20 Piso de madera machihembrada N.T.+0.00 32.94184058977454 32.94184058977454 Sobrecimiento VEREDA NPT+0.15 VEREDA 32.94184058977454 NPT+0.00 NPT+0.30 CORTE B-B Falso piso e=0.10 RELLENO VIGA DE CIMENTACION 32.94184058977454 32.94184058977454 32.94184058977454 \A1;0.40 \A1;0.25 0.10 0.40 0.80 0.15 2.85 0.30 1.20 0.30 2.70 0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.25 0.10 0.40 0.80 1.50 1.00 1.50 CUADRO DE ZAPATAS L (m) TIPO DIMENSIONES b(m.) ACERO h (m) 1.00 Z-2 1.00 0.80 1.50 Z-1 1.50 24Ø1/2@0.16 0.80 Df (m) ALTURA 1.80 1.80 24Ø1/2@0.16 DET. DE VIGA DE CIMENTACION VC-02 ESCALA 1:25 36.41897757355331 4Ø5/8" 36.41897757355331 A - A NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Y Y 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NPT=+0.30 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 RELLENO RELLENO RELLENO FALSO PISO e=10cm. FALSO PISO e=10cm. FALSO PISO e=10cm. RELLENO FALSO PISO e=10cm. 36.41897757355331 36.41897757355331 36.41897757355331 ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. 36.41897757355331 6Ø5/8" 36.41897757355331 X - X 36.41897757355331 4Ø5/8" 36.41897757355331 Y - Y 36.41897757355331 6Ø5/8" 36.41897757355331 X - X DET. Z-3 ESCALA 1:25 DET. Z-2 ESCALA 1:25 DET. Z-2 ESCALA 1:25 A A A A A B C \A1;0.40 \A1;0.25 0.10 0.40 0.80 0.15 2.85 0.30 1.20 0.30 2.70 0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.25 0.10 0.40 0.80 1.50 1.00 1.50 DET. DE VIGA DE CIMENTACION VC-02 ESCALA 1:25 36.41897757355331 4Ø5/8" 36.41897757355331 A - A NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Y Y 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 36.41897757355331 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NPT=+0.30 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 RELLENO RELLENO RELLENO FALSO PISO e=10cm. FALSO PISO e=10cm. FALSO PISO e=10cm. RELLENO FALSO PISO e=10cm. 36.41897757355331 36.41897757355331 36.41897757355331 ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. 36.41897757355331 6Ø5/8" 36.41897757355331 X - X 36.41897757355331 4Ø5/8" 36.41897757355331 Y - Y 36.41897757355331 6Ø5/8" 36.41897757355331 X - X DET. Z-3 ESCALA 1:25 DET. Z-2 ESCALA 1:25 DET. Z-2 ESCALA 1:25 A A A A A B C \A1;1.50 \A1;1.50 \A1;0.25 \A1;0.35 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 Ø1/2"@0.16 A/L 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 DET. ZAPATA Z-1 ESCALA 1:25 \A1;1.50 \A1;1.50 \A1;0.25 \A1;0.30 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 Ø1/2"@0.16 A/L 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 11.99655448534088 DET. ZAPATA Z-2 ESCALA 1:25 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 DET. ZAPATA Z-3 11.61860933640491 11.61860933640491 ESCALA 1:25 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 11.61860933640491 Ø1/2"@0.16 A/L 11.61860933640491 CUADRO DE COLUMNAS C-3 4Ø 1/2" 0.25x0.25 Ø1/4": TIPO C-2 bxt Estribo \U+2205 0.25x0.30 Ø3/8": 4Ø 3/8" 0.15x0.20 Ø1/4": C-4 1 @ 0.05 4 @ 0.10 2 @ 0.15 Rto. @ 0.25 C/E 2 @ 0.15 1 @ 0.05 4 @ 0.10 Rto. @ 0.25 C/E 1 @ 0.05 3 @ 0.10 Rto. @ 0.25 C/E C-1 4Ø 5/8" 0.25x0.35 Ø3/8": 1 @ 0.05 4 @ 0.10 2 @ 0.15 Rto. @ 0.25 C/E 0.35 0.25 SECCION 0.30 0.25 0.25 0.25 0.15 0.20 2Ø 1/2" 4Ø 5/8" 2Ø 1/2" \A1;1.50 \A1;1.50 \A1;0.25 \A1;0.35 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 Ø1/2"@0.16 A/L 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 12.02279781105483 DET. ZAPATA Z-1 ESCALA 1:25 0.10 0.40 0.80 0.15 2.85 0.30 1.20 0.30 2.70 0.30 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.25 0.10 0.40 0.80 1.50 1.00 1.50 \A1;0.30 \A1;0.25 DET. DE VIGA DE CIMENTACION VC-02 ESCALA 1:25 37.05757817514235 37.05757817514235 A - A NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Y Y 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 37.05757817514235 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NPT=+0.30 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 RELLENO RELLENO RELLENO FALSO PISO e=10cm. FALSO PISO e=10cm. FALSO PISO e=10cm. RELLENO FALSO PISO e=10cm. 37.05757817514235 37.05757817514235 37.05757817514235 ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. 37.05757817514235 4Ø1/2" 37.05757817514235 Y - Y 37.05757817514235 2Ø1/2" 37.05757817514235 X - X DET. Z-3 ESCALA 1:25 DET. Z-2 ESCALA 1:25 DET. Z-2 ESCALA 1:25 A A A A A B C 2Ø5/8" 2Ø1/2" 4Ø5/8" 37.05757817514235 2Ø1/2" 37.05757817514235 X - X 4Ø5/8" \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;0.60 \A1;3.93 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.25 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 66.2394784223577 66.2394784223577 66.2394784223577 66.2394784223577 66.2394784223577 66.2394784223577 66.2394784223577 1Ø5/8" 66.2394784223577 1 1Ø5/8" 2 66.2394784223577 1Ø5/8" 2Ø5/8" 2Ø5/8" 66.2394784223577 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 66.2394784223577 66.2394784223577 66.2394784223577 1Ø5/8" 3 66.2394784223577 d d 1Ø5/8" 2Ø5/8" 2Ø5/8" c c 66.2394784223577 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-101-0.25x0.30 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 66.2394784223577 66.2394784223577 66.2394784223577 1Ø5/8" 4 1Ø3/4" 66.2394784223577 2Ø5/8" 2Ø5/8" 66.2394784223577 3Ø5/8" 66.2394784223577 3Ø5/8" d-d c-c 3Ø5/8" 2Ø5/8" 66.2394784223577 66.2394784223577 5 66.2394784223577 66.2394784223577 1Ø5/8" 0.10 0.10 0.800 0.10 0.30 0.15 0.05 0.20 Ast d 1/4 @ 0.25 LADRILLO HUECO MECANIZADO 15X15X30 CM DETALLE DE LOSA ALIGERADA CON LADRILLO HUECO (Espesor = 15 cm) 51.97409006368196 51.97409006368196 51.97409006368196 51.97409006368196 51.97409006368196 51.97409006368196 51.97409006368196 Acero de Temperatura As Especificado en Planta de Aligerados 51.97409006368196 Ø 1/4" a 0.25 ENLUCIDO E IMPERMEABILIZANTE CON MORTERO 1:2 Y SIKA ENLUCIDO E IMPERMEABILIZANTE CON MORTERO 1:2 Y SIKA Ø 3/8" a 0.25 Ø 3/8" a 0.20 ENLUCIDO E IMPERMEABILIZANTE CON MORTERO 1:2 Y SIKA ENLUCIDO E IMPERMEABILIZANTE CON MORTERO 1:2 Y SIKA Ø 2" DE LIMPIEZA Ø 3/8" a 0.20 1.70 1.70 1.95 1.70 1.95 A A A A 24.88375536545436 VC-02 VC-02 Z-01 C-01 H=0.45 24.88375536545436 24.88375536545436 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 24.88375536545436 24.88375536545436 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 Z-01 C-01 H=0.45 MARZO DEL 2012 ESTRUCTURA - CIMENTACION-DETALLES PLANO: UBICACION: ESCALA : FECHA : INDICADA PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : LUGAR : PAMPAS DE MOHO DISTRITO : PUTINA PUNCO PROVINCIA : SANDIA REGION : PUNO E 01de02 E.P.P MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS EN LA I.E.P. Nº 72555 DEL SECTOR PAMPAS DE MOHO MUNICIPALIDAD DISTRITAL DE SAN PEDRO DE PUTINA PUNCO ALCALDE : Prof. JUAN BAUTISTA MACHACA QUISPE G.D.U.O. APROBADO POR : G.D.U.O. 0.25 0.25 0.25 0.50 0.25 0.50 TIPO ESTRIBO DETALLE SECCION C-01 C-02 1 d 3/8": 1@0.05, 6@0.10 2@0.15, R@0.25 1 d 3/8": 1@0.05, 6@0.10 2@0.15, R@0.25 C-05 0.25x0.25 1 d 1/4": 1@0.05, 4@0.10 4@0.15, R@0.25 04 d 1/2" Z-01 1.95x1.70 Z-02 Z-03 1.60x1.35 1.00x1.00 1 d 1/2"@0.15 06 d 5/8" 0.25x0.50 0.25x0.50 11.44676136556654 11.44676136556654 4 d 1/2" EN AMBOS SENTIDOS 1 d 1/2"@0.15 EN AMBOS SENTIDOS 1 d 1/2"@0.15 EN AMBOS SENTIDOS 11.44676136556654 11.44676136556654 02 d 1/2" 06 d 5/8" 02 d 1/2" 06 d 5/8" 11.44676136556654 11.44676136556654 02 d 1/2" 06 d 5/8" 02 d 1/2" 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 0.60 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.3783762409673 69.3783762409673 \A1;2 Ø \S5/8;" 2Ø3/4" a a 2Ø5/8" 2Ø3/4" 69.3783762409673 69.3783762409673 69.3783762409673 69.3783762409673 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.3783762409673 69.3783762409673 69.3783762409673 b b 2 Ø 3/4" 69.3783762409673 A C DETALLE VIGAS PRINCIPALES VP-101,VP-105 ESCALA 1:25 DETALLE VIGAS PRINCIPALES VP-102,VP-103, VP-104 ESCALA 1:25 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.3783762409673 69.3783762409673 \A1;2 Ø 3/4" 2Ø3/4" a a 2Ø5/8" 2Ø3/4" 69.3783762409673 69.3783762409673 69.3783762409673 69.3783762409673 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.3783762409673 69.3783762409673 69.3783762409673 b b 3 Ø 3/4" A C 0.15 0.15 0.15 0.15 0.15 0.15 0.10 1.95 1.82 1.00 1.83 1.95 1.70 1.95 1.70 1.95 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.25 0.50 0.25 0.50 0.25 0.25 1.00 1.00 0.10 0.45 0.40 0.35 0.10 1.30 0.95 0.80 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 1 d 1/2" @ 0.15 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 NPT +0.15 NPT +0.15 8.228089840821667 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 1 d 1/2"@0.15 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 06 d 5/8" 02 d 1/2" 8.228089840821667 8.228089840821667 06 d 5/8" 02 d 1/2" 8.228089840821667 8.228089840821667 4 d 1/2" 1 d 1/2" @ 0.15 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 8.228089840821667 0.15 0.15 0.15 0.15 0.15 0.15 0.10 1.95 1.82 1.00 1.83 1.95 1.70 1.95 1.70 1.95 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.25 0.50 0.25 0.50 0.25 0.25 1.00 1.00 0.10 0.45 0.40 0.20 0.10 1.30 0.95 0.25 0.50 0.20 0.40 1.20 3 d 1/2" 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 1 d 1/2" @ 0.15 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 NPT +0.15 NPT +0.30 8.543695982169082 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 1 d 1/2"@0.15 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 06 d 5/8" 02 d 1/2" 8.543695982169082 8.543695982169082 06 d 5/8" 02 d 1/2" 8.543695982169082 8.543695982169082 4 d 1/2" 1 d 1/2" @ 0.15 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 DETALLE DE VIGA DE CONEXION-ZAPATAS ESCALA 1:25 RELLENO CON PROPIO RELLENO CON PROPIO RELLENO CON PROPIO ZAPATA SOLADO ZAPATA SOLADO 8.543695982169082 NPT +0.15 NPT +0.30 8.543695982169082 8.543695982169082 8.543695982169082 8.543695982169082 2 d 1/2" 3 d 1/2" 2 d 1/2" A A SECC A-A Mezcla 1:10 (C:H), E=3" ƒ'c = 210Kg/cm² ƒ'c = 175 Kg/cm² VEREDAS COLUMNETAS Y VIGUETAS ACERO CORRUGADO COLUMNAS SOLADOS VIGAS Y LOSAS COLUMNAS COLUMNETAS DE ARRIOSTRE VIGUETAS DE ARRIOSTRE ƒ'c = 1740 Kg/cm² 2.5 cm 4 cm ƒy = 4200 Kg/cm² ƒ'c = 210 Kg/cm² ƒ'c = 175 Kg/cm² VIGAS CHATAS Y LOSAS VIGAS DE CONEXION 5 cm 2.5 cm \LRECUBRIMIENTOS CONCRETO ZAPATAS ƒ'c =210 Kg/cm² SOBRECIMIENTOS Mezcla 1:8 (C:H) + 25% P.M., Máx. 4" 7.5 cm ZAPATAS GROUT, MORTERO LIQUIDO ƒ'c = 140 Kg/cm² CIMIENTOS Mezcla 1:10 (C:H) + 30% P.G., Máx. 6" FALSO PISO Mezcla 1:8 (C:H), E=4" VIGAS 3.5 cm ALBAÑILERÍA 50 Kg/cm2 Resistencia característica, f'm \LACERO CAPACIDAD PORTANTE DEL TERRENO t = 1.72 Kg/cm² 0.25 0.25 0.25 0.50 0.25 0.50 TIPO ESTRIBO DETALLE SECCION C-01 C-02 1 d 3/8": 1@0.05, 6@0.10 2@0.15, R@0.25 1 d 3/8": 1@0.05, 6@0.10 2@0.15, R@0.25 C-05 0.25x0.25 1 d 1/4": 1@0.05, 4@0.10 4@0.15, R@0.25 04 d 1/2" Z-01 1.95x1.70 Z-02 Z-03 1.60x1.35 1.00x1.00 1 d 1/2"@0.15 06 d 5/8" 0.25x0.50 0.25x0.50 11.44676141793445 11.44676141793445 4 d 1/2" EN AMBOS SENTIDOS 1 d 1/2"@0.15 EN AMBOS SENTIDOS 1 d 1/2"@0.15 EN AMBOS SENTIDOS 02 d 1/2" 06 d 5/8" 11.44676141793445 11.44676141793445 02 d 1/2" 06 d 5/8" 02 d 1/2" 11.44676141793445 11.44676141793445 06 d 5/8" 02 d 1/2" 0.50 0.80 0.15 0.40 35.84744906675468 35.84744906675468 SECC C-C NPT +0.15 CIMIENTO SOBRECIMIENTO 35.84744906675468 35.84744906675468 0.50 0.80 0.15 0.40 32.58195658861064 32.58195658861064 SECC C-C NPT +0.30 CIMIENTO SOBRECIMIENTO 32.58195658861064 32.58195658861064 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 0.60 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.37841283267079 69.37841283267079 \A1;2 Ø \S5/8;" 2Ø3/4" a a 2Ø5/8" 2Ø3/4" 69.37841283267079 69.37841283267079 69.37841283267079 69.37841283267079 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.37841283267079 69.37841283267079 69.37841283267079 b b 2 Ø 3/4" 69.37841283267079 A C DETALLE VIGAS PRINCIPALES VP-101,VP-105 ESCALA 1:25 DETALLE VIGAS PRINCIPALES VP-102,VP-103, VP-104 ESCALA 1:25 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.37841283267079 69.37841283267079 \A1;2 Ø 5/8" 2Ø3/4" a a 2 Ø 3/4" 2Ø3/4" 69.37841283267079 69.37841283267079 69.37841283267079 69.37841283267079 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.37841283267079 69.37841283267079 69.37841283267079 b b 2 Ø 3/4" A C 3.93 1.30 1.30 1.00 3.92 1.00 0.60 3.93 0.80 1.30 1.30 1.00 3.92 1.00 1.30 1.30 1.00 1.00 0.25 0.25 1.00 0.30 0.30 0.60 0.25 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 61.93914427247007 61.93914427247007 61.93914427247007 61.93914427247007 61.93914427247007 61.93914427247007 61.93914427247007 1Ø1/2" 61.93914427247007 1Ø1/2" 61.93914427247007 1Ø1/2" 2Ø5/8" 2Ø5/8" 61.93914427247007 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 61.93914427247007 61.93914427247007 61.93914427247007 1Ø1/2" 61.93914427247007 d d 1Ø 1/2" 2Ø5/8" 2Ø5/8" c c 61.93914427247007 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-101-0.25x0.30 1Ø1/2" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 61.93914427247007 61.93914427247007 61.93914427247007 1Ø1/2" 1Ø1/2" 61.93914427247007 2Ø5/8" 2Ø5/8" 61.93914427247007 3Ø5/8" 61.93914427247007 3Ø5/8" d-d c-c 3Ø5/8" 2Ø5/8" 61.93914427247007 61.93914427247007 61.93914427247007 61.93914427247007 1Ø1/2" DETALLE VIGAS PRINCIPALES VP-102,VP-103, VP-104 ESCALA 1:25 1 2 3 4 5 m L/3 L/4 L/4 L/3 m L/4 L/3 L 50.32650092938877 50.32650092938877 VALORES DE m 50.32650092938877 50.32650092938877 50.32650092938877 5/8" 3/4" 1/2" 3/8" Ø 0.50 m 50.32650092938877 0.65 m REFUERZO INFERIOR 0.40 m 0.40 m H : CUALQUIERA 50.32650092938877 0.40 m 50.32650092938877 0.50 m REFUERZO SUPERIOR H < 0.30 0.35 m 0.30 m H ³ 0.30 EMPALMES TRASLAPADOS PARA VIGAS Y LOSAS ALIGERADAS 50.32650092938877 10 db db r 12 db rmin ldg db 31 25 19 39 14.50 Longitud de Anclaje con Gancho (l\H0.7407x;dg) VIGA COLUMNA 5/8" 3/4" 1/2" 1" 6 5 4 8 25.75440519876082 25.75440519876082 25.75440519876082 Ø 3/8" 3 5/8" 1/2" 1" 3/4" 20 25 15 31 f'c = 175 kg/cm2 11.50 38 cm 30 cm 61 cm 46 cm f'c = 210 kg/cm2 35 cm 28 cm 56 cm 42 cm 25.75440519876082 25.75440519876082 25.75440519876082 As de Refuerzo GANCHO ESTANDAR A 135° \LNOTA:\l\C3; \H0.75x;\C6;La longitud proporcionada sera la minima colocada en el momento de la construccion 6.5 9.5 1/4" 3/8" d Estribo Extension 10 db (cm) d Doblez 4 db (cm) 2.5 3.8 DETALLE DE DOBLEZ Y DIAMETRO DE DOBLADO DE GANCHOS ESTANDAR EN ESTRIBOS Estribo 25.75440519876082 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 0.60 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 0.25 0.60 0.25 0.60 0.25 0.60 0.25 0.60 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.3783840344745 69.3783840344745 \A1;2 Ø \S5/8;" 2Ø3/4" 2Ø5/8" 2Ø3/4" 69.3783840344745 69.3783840344745 69.3783840344745 69.3783840344745 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.3783840344745 69.3783840344745 69.3783840344745 2 Ø 3/4" 69.3783840344745 A C DETALLE VIGAS PRINCIPALES VP-101,VP-105 ESCALA 1:25 DETALLE VIGAS PRINCIPALES VP-102,VP-103, VP-104 ESCALA 1:25 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.3783840344745 69.3783840344745 \A1;2 Ø 3/4" 2Ø3/4" 2 Ø 3/4" 2Ø3/4" 69.3783840344745 69.3783840344745 69.3783840344745 69.3783840344745 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.3783840344745 69.3783840344745 69.3783840344745 3 Ø 3/4" A C 01 01 02 02 69.3783840344745 69.3783840344745 2 d 5/8" 2 d 3/4" 2 d 5/8" 69.3783840344745 69.3783840344745 2 d 5/8" 2 d 3/4" SECC 01-01 SECC 02-02 2 d 3/4" 2 d 1/2" 2 d 1/2" 69.3783840344745 69.3783840344745 2 d 3/4" 2 d 3/4" 2 d 3/4" 69.3783840344745 69.3783840344745 5 d 3/4" 2 d 3/4" SECC 03-03 SECC 04-04 2 d 1/2" 2 d 1/2" 03 03 04 04 3.93 1.30 1.30 1.00 3.92 1.00 0.60 3.93 0.80 1.30 1.30 1.00 3.92 1.00 1.30 1.30 1.00 1.00 1.00 0.60 0.25 0.25 0.40 0.25 0.40 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" 63.59470229161662 1Ø1/2" 63.59470229161662 1Ø1/2" 2Ø5/8" 2Ø5/8" 63.59470229161662 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" 63.59470229161662 1Ø 1/2" 2Ø5/8" 2Ø5/8" 63.59470229161662 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-101-0.25x0.30 1Ø1/2" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" 1Ø1/2" 2Ø5/8" 2Ø5/8" 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" DETALLE VIGAS AECUNDARIAS VS-101,VS-102 ESCALA 1:25 1 2 3 4 5 05 05 06 06 05 05 06 06 05 05 06 06 05 05 06 06 SECC 05-05 SECC 06-06 63.59470229161662 63.59470229161662 2 d 5/8" 63.59470229161662 63.59470229161662 2 d 5/8"+1 d 1/2" 2 d 5/8" 2 d 5/8" 1 d 1/2" 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 0.60 6.80 0.60 0.30 1.10 1.70 1.65 1.70 0.30 1.10 0.25 0.60 0.25 0.60 0.25 0.60 0.25 0.60 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.10491628032787 69.10491628032787 \A1;2 Ø \S5/8;" 2Ø3/4" 2Ø5/8" 2Ø3/4" 69.10491628032787 69.10491628032787 69.10491628032787 69.10491628032787 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.10491628032787 69.10491628032787 69.10491628032787 2 Ø 3/4" 69.10491628032787 A C DETALLE VIGAS PRINCIPALES VP-101,VP-105 ESCALA 1:25 DETALLE VIGAS PRINCIPALES VP-102,VP-103, VP-104 ESCALA 1:25 Estribos de Ø3/8" : 1@0.05,8@0.10, 3@0.15, R@0.25 c/e 69.10491628032787 69.10491628032787 \A1;2 Ø 3/4" 2Ø3/4" 2 Ø 3/4" 2Ø3/4" 69.10491628032787 69.10491628032787 69.10491628032787 69.10491628032787 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 69.10491628032787 69.10491628032787 69.10491628032787 3 Ø 3/4" A C 01 01 02 02 69.10491628032787 69.10491628032787 2 d 5/8" 2 d 3/4" 2 d 5/8" 69.10491628032787 69.10491628032787 2 d 5/8" 2 d 3/4" SECC 01-01 SECC 02-02 2 d 3/4" 2 d 1/2" 2 d 1/2" 69.10491628032787 69.10491628032787 2 d 3/4" 2 d 3/4" 2 d 3/4" 69.10491628032787 69.10491628032787 5 d 3/4" 2 d 3/4" SECC 03-03 SECC 04-04 2 d 1/2" 2 d 1/2" 03 03 04 04 3.93 1.30 1.30 1.00 3.92 1.00 0.60 3.93 0.80 1.30 1.30 1.00 3.92 1.00 1.30 1.30 1.00 1.00 1.00 0.60 0.25 0.25 0.40 0.25 0.40 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" 63.59470229161662 1Ø1/2" 63.59470229161662 1Ø1/2" 2Ø5/8" 2Ø5/8" 63.59470229161662 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" 63.59470229161662 1Ø 1/2" 2Ø5/8" 2Ø5/8" 63.59470229161662 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-101-0.25x0.30 1Ø1/2" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" 1Ø1/2" 2Ø5/8" 2Ø5/8" 63.59470229161662 63.59470229161662 63.59470229161662 1Ø1/2" DETALLE VIGAS AECUNDARIAS VS-101,VS-102 ESCALA 1:25 1 2 3 4 5 05 05 06 06 05 05 06 06 05 05 06 06 05 05 06 06 SECC 05-05 SECC 06-06 63.59470229161662 63.59470229161662 2 d 5/8" 63.59470229161662 63.59470229161662 2 d 5/8"+1 d 1/2" 2 d 5/8" 2 d 5/8" 1 d 1/2" a/6 a/6 e \A1;\S2#3; a l 774.7990304868181 CONSIDERANDO ZONA DE ESFUERZOS BAJOS 0.45 m 0.60 m LONGITUD DE EMPALME (e) DETALLE DE EMPALME DE COLUMNAS Ø 5/8" Ø 3/4" 774.7990304868181 774.7990304868181 774.7990304868181 LONGITUD DE EMPALME (l) 0.60 m 0.70 m CONSIDERANDO ZONA DE ESFUERZOS ALTOS PERO QUE SE EMPALMAN MENOS DEL 50% DE LAS VARILLAS Ø 5/8" Ø 3/4" ESCALA S/E 774.7990304868181 Empalmar en diferentes partes tratando de hacer los empalmes fuera de la zona de confinamiento 2.37 3.92 3.67 3.67 3.92 3.93 3.68 0.25 0.25 3.68 3.93 0.60 0.25 0.25 0.20 1.10 3.93 3.68 3.68 3.93 3.92 3.67 0.20 1.10 0.25 2.38 0.25 3.67 3.92 0.25 .25 0.60 .25 0.25 .25 0.25 0.25 0.50 2.93 0.25 2.93 0.75 0.75 0.75 0.75 0.75 3.30 3.43 7.85 1.50 0.60 7.60 3.25 4.88 2.365428170278391 3.919999999999845 3.669999999999845 3.669999999999845 3.919999999999959 A PRIMERA PLANTA 3.930000000000063 3.680000000000063 0.25 0.25 3.680000000000063 3.930000000000063 Bajante de Aguas pluviles PVC Ø4" 0.5999999999985715 0.25 0.25 0.1999999999999318 1.104571515027828 3.930000000000063 3.680000000000063 3.680000000000063 3.930000000000063 3.920000000000071 3.670000000000071 0.204571099424129 5 0.25 2.375428484972076 0.25 3.670000000000071 3.919999999999959 0.25 0.25 0.6000000000001365 0.25 0.25 0.2500000203342552 0.249999966162818 0.2499992359045109 V1 P-1 V2 P-1 JUNTA DE DILACION ASFALTO RC 250 S=-1% S=-1% S=-1% JUNTA DE DILACION ASFALTO RC 250 S=-1% 0.4999973022614022 2.925002704504056 0.25 2.934698833670154 N.P.T. +0.30 2" x 2" x 10' 2"x2"x8" PISO MACHIHEMBRADO AULA 01 \A1;PIZARRA 0.75 0.75 0.75 0.75 0.75 V E R E D A N.P.T. +0.15 V1 V1 V1 V3 V2 V3 A Bajante de Aguas pluviles PVC Ø4" Bajante de Aguas pluviles PVC Ø4" P-2 7.849999999999795 1.499830750603639 0.5999999999999677 7.599999999999795 3.300001355634755 3.250185525473682 C B A 1 2 3 4 5 1 2 3 4 5 N.P.T. +0.30 PISO CEMENTO PULIDO COMEDOR N.P.T. +0.30 PISO CEMENTO PULIDO COCINA Piso Ceramico s.h. varones Piso Ceramico s.h. damas Piso Ceramico s.h. profesor P-1 5 B A 5 3.93 3.68 3.68 3.93 3.92 3.67 0.25 0.25 3.67 3.92 0.25 0.25 0.60 0.25 0.25 0.25 0.25 0.50 2.93 0.25 2.93 0.75 0.75 0.75 0.75 0.75 3.30 0.60 3.25 3.930000000000063 3.680000000000063 3.680000000000063 3.930000000000063 3.920000000000071 3.670000000000071 0.25 0.25 3.670000000000071 3.919999999999959 0.25 0.25 0.6000000000001365 0.25 0.25 0.249999966162818 0.2499992359045109 S=-1% S=-1% 0.4999973022614022 2.925002704504056 0.25 2.934698833670154 N.P.T. +0.25 2" x 2" x 10' 2"x2"x8" PISO MACHIHEMBRADO AULA 01 \A1;PIZARRA 0.75 0.75 0.75 0.75 0.75 V E R E D A N.P.T. +0.15 V2 V2 V3 V1 Bajante de Aguas pluviles PVC Ø4" Bajante de Aguas pluviles PVC Ø4" 0.5999999999999677 3.300001355634755 3.250185525473682 A B C 4 5 6 4 5 6 PROYECCION TECHO ALIGERADO V E R E D A N.P.T. +0.15 \A1;1.50 \A1;1.50 \A1;0.25 \A1;0.35 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 Ø1/2"@0.16 A/L -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 -89.43070176184382 DET. ZAPATA Z-1 ESCALA 1:25 \A1;1.50 \A1;1.50 \A1;0.25 \A1;0.30 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.11 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 Ø1/2"@0.16 A/L -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 -85.7378482407941 DET. ZAPATA Z-2 ESCALA 1:25 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 DET. ZAPATA Z-3 -91.2226959191382 -91.2226959191382 ESCALA 1:25 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 -91.2226959191382 Ø1/2"@0.16 A/L -91.2226959191382 \A1;0.10 \A1;0.05 \A1;0.025 -75.92604180153107 -75.92604180153107 Base compactada al 95% de Proctro modificado Acado 1cm. C:A = 1:2 Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa -75.92604180153107 CORTE X-X ESCALA 1:20 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.15 -77.3159702122432 S=-1.5% -77.3159702122432 -77.3159702122432 -77.3159702122432 -77.3159702122432 -77.3159702122432 Base compactada al 95% de Proctro modificado f'c=140Kg/cm2 -77.3159702122432 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 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.20 CORTE A-A Falso piso e=0.10 -77.27372642676738 -77.27372642676738 N.T.+0.00 -77.27372642676738 Sobrecimiento NPT+0.30 NPT+0.00 VEREDA NPT+0.15 VIGA DE CIMENTACION Piso de madera machihembrada VEREDA RELLENO -77.27372642676738 -77.27372642676738 -77.27372642676738 \A1;0.40 \A1;0.80 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.20 Piso de madera machihembrada DET. CIMIENTO CORRIDO N.T.+0.00 -76.73699989415996 -76.73699989415996 Sobrecimiento VEREDA NPT+0.15 VEREDA -76.73699989415996 ESCALA 1:25 NPT+0.00 NPT+0.30 CORTE B-B Falso piso e=0.10 RELLENO VIGA DE CIMENTACION -76.73699989415996 -76.73699989415996 -76.73699989415996 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.50 -72.22068537769248 -72.22068537769248 N.T.+0.00 -72.22068537769248 Sobrecimiento NPT+0.00 VEREDA NPT+0.15 Cimentación -72.22068537769248 VEREDA CORTE C-C VEREDA VEREDA NPT+0.15 CUADRO DE COLUMNAS C-3 4Ø 1/2" 0.25x0.25 Ø1/4": TIPO C-2 bxt Estribo \U+2205 0.25x0.30 Ø3/8": 1 @ 0.05 4 @ 0.10 2 @ 0.15 Rto. @ 0.25 C/E 2 @ 0.15 1 @ 0.05 4 @ 0.10 Rto. @ 0.25 C/E C-1 4Ø 5/8" 0.25x0.35 Ø3/8": 1 @ 0.05 4 @ 0.10 2 @ 0.15 Rto. @ 0.25 C/E 0.35 0.25 SECCION 0.30 0.25 0.25 0.25 2Ø 1/2" 4Ø 5/8" 2Ø 1/2" 0.25 0.20 VA-102 -38.81430676030789 -38.81430676030789 2 d 1/2" 2 d 1/2" \A1;6.80 \A1;0.60 \A1;0.30 \A1;1.10 \A1;1.70 \A1;1.65 \A1;1.70 \A1;0.30 \A1;1.10 \A1;0.60 DET. VP-101-0.25x0.60 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -13.59395444501751 A -13.59395444501751 2Ø3/4" 2Ø3/4" a a 2Ø5/8" 2Ø3/4" -13.59395444501751 -13.59395444501751 -13.59395444501751 C -13.59395444501751 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 -13.59395444501751 -13.59395444501751 -13.59395444501751 b b 3Ø3/4" -13.59395444501751 19.10 DAMAS PISO CERAMICO SS.HH. VARONES V3 (EXISTENTE) PISO CERAMICO (EXISTENTE) DIV.POLYCARBONATO DIV.POLYCARBONATO DIV.POLYCARBONATO SS.HH. 2.77 \A1;3.92 3.67 4.88 \A1;3.92 \A1;3.93 3.13 .25 .25 3.68 \A1;3.93 0.60 .25 .25 .25 \A1;3.93 \A1;3.92 .25 3.68 .25 3.68 0.25 \A1;3.93 3.68 .25 \A1;3.92 3.67 .25 .25 3.15 .25 .25 .25 .25 0.75 0.75 0.75 0.75 0.75 0.20 1.10 2.38 .25 \A1;3.4 \A1;3.4 3.40 3.40 3.40 3.40 25.60 9.35 \A1;3.4 \A1;3.4 3.40 3.40 \A1;3.92 \A1;3.92 \A1;3.93 \A1;3.93 \A1;3.93 \A1;3.92 \A1;3.93 \A1;3.92 19.35 0.46 0.70 0.25 0.99 1.30 \A1;6.75 \A1;7.1 \A1;11 \A1;6.8 \A1;8.6 \A1;3.12 \A1;3.12 3.40 3.04 \A1;3.12 \A1;3.12 0.25 2.06 0.25 0.30 2.53 0.25 \A1;1.50 \A1;3.67 2.00 1.50 2.80 1.20 0.60 0.80 1.50 0.10 4.50 0.30 1.20 1.25 0.90 1.80 2.95 \A1;13 cm. Ø1/2" 10cm. Ø 3/8" 7.5cm. Ø 1/4" \A1;0.40 \A1;0.25 \A1;3.93 \A1;3.92 1.50 2.42 1.50 2.43 1.50 1.50 1.50 1.61 1.50 1.52 1.50 2.11 1.50 1.52 1.41 1.50 2.42 1.50 1.50 1.50 1.50 1.50 \A1;6.8 1.50 1.90 1.50 \A1;3.4 \A1;3.93 \A1;3.92 0.10 0.40 0.80 0.15 2.85 0.30 1.20 0.30 2.70 0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.25 \A1;3.15 \A1;1.63 \A1;1.13 \A1;4.48 \A1;2.68 \A1;1.65 \A1;0.20 \A1;1.00 \A1;0.25 \A1;1.55 \A1;0.15 \A1;0.16 \A1;0.27 \A1;1.12 \A1;0.30 \A1;1.05 \A1;0.40 \A1;0.25 0.10 0.40 0.80 0.15 2.85 0.30 1.20 0.30 2.70 0.30 \A1;2.20 \A1;2.43 \A1;1.63 \A1;1.23 \A1;0.60 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.16 \A1;0.27 \A1;0.15 \A1;0.25 \A1;1.55 \A1;1.00 0.35 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 0.30 2.15 1.00 2.15 2.15 1.00 2.15 2.43 0.10 0.40 0.80 1.50 1.00 1.50 3.92 3.93 3.40 3.02 6.04 0.10 0.40 0.80 1.50 1.00 1.50 \A1;1.13 \A1;0.25 0.30 1.50 1.50 .25 \A1;26.04 \A1;5.02 0.30 3.40 3.40 \A1;2.72 \A1;2.31 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 3.92 \A1;6.46 \A1;0.25 \A1;3.55 \A1;0.25 \A1;3.5 \A1;0.25 \A1;1 \A1;2.55 \A1;0.25 \A1;3.5 \A1;0.25 \A1;0.15 \A1;0.85 \A1;0.8 \A1;1.4 \A1;0.85 \A1;0.8 \A1;0.15 \A1;4.1 \A1;0.36 \A1;1.2 \A1;1.07 \A1;0.15 \A1;0.34 \A1;1.2 \A1;0.38 \A1;0.15 \A1;1.92 \A1;0.15 \A1;2.63 \A1;0.15 \A1;3.8 \A1;0.15 \A1;1.2 \A1;1.2 \A1;1.2 \A1;1.2 \A1;1.39 \A1;1.4 \A1;2.55 \A1;1.2 \A1;1.56 \A1;1 \A1;1.62 \A1;1.4 \A1;1.54 \A1;1.2 \A1;1.94 \A1;5.8 \A1;21.76 \A1;8.22 \A1;4.9 \A1;6.9 \A1;5 \A1;0.25 \A1;3.67 \A1;0.25 \A1;3.68 \A1;0.25 \A1;3.15 \A1;0.25 \A1;2.77 \A1;0.25 \A1;2.77 \A1;0.25 \A1;2.77 \A1;0.25 \A1;1.16 \A1;0.15 \A1;1.16 \A1;0.25 \A1;2.06 \A1;0.25 \A1;0.25 \A1;2.77 \A1;0.25 \A1;2.77 \A1;0.25 \A1;1.47 \A1;0.2 \A1;1.1 \A1;0.25 0.71 0.70 \A1;1 \A1;1.15 \A1;1.97 \A1;0.9 \A1;2.02 \A1;0.9 \A1;4.3 1.50 1.50 1.50 1.50 \A1;1.2 \A1;1.2 \A1;3.21 \A1;3.09 \A1;20.7 \A1;25.75 \A1;20 \A1;26.5 0.25 \A1;0.25 \A1;2.77 \A1;0.25 \A1;2.77 \A1;0.25 \A1;1.47 \A1;0.2 \A1;1.1 \A1;0.25 0.46 0.70 0.99 1.30 0.71 0.70 \A1;1 \A1;1.15 \A1;1.97 \A1;0.9 \A1;2.02 \A1;0.9 \A1;4.3 \A1;1.2 \A1;1.2 2.77 0.60 .25 .25 0.25 .25 .25 .25 0.20 1.10 2.38 .25 3.40 3.40 0.30 2.53 ESTANTERIA DE CONCRETO HECHA EN OBRA +/- N.P.T. 0.00 GARGOLA 19.10 2.77 \A1;3.92 3.67 4.88 \A1;3.92 \A1;3.93 3.13 .25 .25 3.68 \A1;3.93 0.60 .25 .25 .25 \A1;3.93 \A1;3.92 .25 3.68 .25 3.68 0.25 \A1;3.93 3.68 .25 \A1;3.92 3.67 .25 .25 3.15 .25 .25 .25 .25 0.75 0.75 0.75 0.75 0.75 0.20 1.10 2.38 .25 \A1;3.4 \A1;3.4 3.40 3.40 3.40 3.40 25.60 9.35 \A1;8.6 \A1;3.12 \A1;3.12 0.25 2.06 0.25 \A1;6.75 \A1;7.1 \A1;11 \A1;6.8 0.30 2.53 0.25 \A1;13 cm. Ø1/2" 10cm. Ø 3/8" 7.5cm. Ø 1/4" \A1;0.40 \A1;0.25 \A1;3.93 \A1;3.92 1.50 2.42 1.50 2.43 1.50 1.50 1.50 1.61 1.50 1.52 1.50 2.11 1.50 1.52 1.41 1.50 2.42 1.50 1.00 1.50 1.50 1.50 \A1;6.8 1.50 1.50 \A1;3.4 1.90 1.50 \A1;3.92 \A1;3.93 0.10 0.15 0.80 0.40 2.85 0.30 1.20 0.30 2.70 0.30 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.25 \A1;3.15 \A1;1.62 \A1;2.68 \A1;1.13 \A1;4.48 \A1;1.65 \A1;1.00 \A1;0.20 \A1;0.25 \A1;1.55 \A1;0.15 \A1;0.16 \A1;0.27 \A1;1.12 \A1;0.30 \A1;1.05 \A1;0.25 \A1;0.40 0.10 0.40 0.80 0.15 2.85 0.30 1.20 0.30 2.70 0.30 \A1;2.20 \A1;2.43 \A1;1.63 \A1;1.23 \A1;0.60 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.16 \A1;0.27 \A1;0.15 \A1;0.25 \A1;1.55 \A1;1.00 0.35 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 0.30 1.50 .25 3.40 3.40 \A1;2.72 \A1;2.31 1.50 1.50 1.50 1.50 1.50 3.92 1.50 1.50 1.50 1.50 1.50 1.50 1.50 2.15 2.15 2.15 1.00 2.15 2.43 0.40 0.10 0.80 1.50 1.00 1.50 6.04 3.93 3.40 3.92 3.02 0.10 0.40 0.80 1.50 1.00 1.50 1.50 \A1;1.13 \A1;0.25 0.30 1.50 \A1;5.02 \A1;26.04 0.30 C-1 \A1;3.3 \A1;3.4 \A1;3.35 \A1;3.35 \A1;3.35 \A1;3.35 \A1;3.35 \A1;2.17 \A1;3.4 \A1;3.4 \A1;8.97 \A1;23.45 \A1;6.8 \A1;3.35 \A1;3.3 \A1;3.4 \A1;3.35 \A1;3.35 \A1;3.35 \A1;3.35 \A1;3.35 \A1;2.17 \A1;3.4 \A1;3.4 \A1;8.97 \A1;23.45 \A1;6.8 \A1;3.35 \A1;3.36 \A1;6.35 \A1;3.38 \A1;2.78 \A1;3.35 \A1;2.78 \A1;1.34 \A1;3.38 \A1;3.15 \A1;9.8 \A1;2.8 \A1;7.74 \A1;6.75 \A1;1.74 \A1;3.07 \A1;3.15 \A1;3.05 \A1;3.1 5 AULA DE 5 AÑOS CALLE UMACHIRI 5 5 5 5 5 5 5 5 5 5 5 Bajante de Aguas pluviles PVC Ø4" 5 5 5 5 V1 V6 P-1 JUNTA DE DILACION ASFALTO RC 250 S=-1% S=-1% 5 5 5 5 5 5 5 5 5 5 5 5 S=1.00% 5 5 S=1.00% V E R E D A 1 2 3 5 5 5 5 5 N.P.T. +0.30 2" x 2" x 10' 2"x2"x8" PISO MACHIHEMBRADO AULA \A1;PIZARRA 5 5 5 5 5 S=-1% 4 5 6 1 2 3 4 5 6 V E R E D A N.P.T. +0.30 V1 V3 A A Bajante de Aguas pluviles PVC Ø4" 5 5 5 5 P-1 V1 V1 N.P.T. +0.30 PISO MACHIHEMBRADO AULA SUM \A1;PIZARRA V1 V1 5 5 A C 5 5 A C B 5 5 5 5 JUNTA DE DILACION ASFALTO RC 250 B N.P.T. +0.30 PISO CEMENTO COMEDOR N.P.T. +0.30 PISO CERAMICO (40X40cm) COCINA A=12.20m2 5 5 5 5 Bajante de Aguas pluviles PVC Ø4" V7 V7 5 5 5 5 1 2 3 4 5 6 1 2 3 4 5 6 V7 V7 A A 5 5 A C 5 5 5 B N.P.T. +3.30 TERRAZA.AZOTEA N.P.T. +3.30 PISO MACHIHEMBRADO SALA SERV. TOPICO Piso Ceramico N.P.T. +3.30 S.H.DAMAS P-7 MAT. EDUCATIVOS Piso Ceramico N.P.T. +3.30 S.H.VARON 5 5 5 5 5 P-4 5 5 5 5 5 5 7 5 8 P-3 A C B 5 5 5 7 5 8 Piso Cemento N.P.T. +3.30 P-2 SEGUNDA PLANTA ESCALA 1:50 PRIMERA PLANTA ESCALA 1:50 N.P.T. +0.30 PICO CEMENTO CIRCULACIN PISO CEMENTO VEREDA N.P.T. +0.00 PISO DE MADERA MACHIHEMBRADA N.P.T. +0.30 INGRESO UNICO CUADRO DE VANOS 3.68 V-1 ANCHO ALTO ALFEIZER CANTIDAD 3.67 2.45 1.50 1.50 1.50 1.20 V-2 1.80 1.80 DESC. VENTANAS CARACTERISTICAS V4 5 5 5 5 5 5 V-4 V5 1.47 V-6 2.50 1.50 1.20 V-5 1.50 1.20 MODUGLASS MODUGLASS MODUGLASS MODUGLASS MODUGLASS MODUGLASS CUADRO DE VANOS 1.10 P-1 ANCHO ALTO CANTIDAD 1.50 1.10 2.70 P-2 2.70 2.80 P-3 DESC. PUERTAS CARACTERISTICAS 02 01 02 TABLERO REBAJ. TABLERO REBAJ. TABLERO REBAJ. CUADRO DE VANOS 2.77 V-7 ANCHO ALTO ALFEIZER CANTIDAD 1.15 2.05 3.10 1.50 V-8 0.60 0.60 1.50 1.00 V-9 1.90 1.90 1.00 DESC. VENTANAS CARACTERISTICAS V-10 1.45 V-12 3.20 1.50 1.00 V-11 1.50 2.20 MODUGLASS MODUGLASS MODUGLASS MODUGLASS MODUGLASS MODUGLASS CUADRO DE VANOS 1.10 P-4 ANCHO ALTO CANTIDAD 1.00 0.80 2.50 P-5 2.50 2.20 P-6 DESC. PUERTAS CARACTERISTICAS 01 01 02 TABLERO REBAJ. TABLERO REBAJ. METALICO V8 5 ANGULOS DE 1"x3mm TEE DE 1"x3mm Fierro Cuadrado de3/8" 5 TIPO V-1 ESCALA = 1:25 REBATIMIENTO INTERIOR ELEVACION FRONTAL ESCALA 1:50 5 5 5 5 5 5 CORTE A-A ESCALA 1:50 N.P.T. = +0.30 N.P.T. = +0.15 5 N.T.N. = ±0.00 5 5 BRUÑA 5 5 5 N.P.T. = +3.30 TUBO PVCØ2" S=-1.0% Contrazocalo H=10cm. Piso de madera machihembrada 5 5 5 PIZARRA ACRILICA ESPECIFICACIONES TECNICAS :2.5 cm. mezcla 1 : 8 mas 25% P.M. -Zapatas -Losas -Columnas -Aligerados -Vigas peraltadas -Vigas chatas RECUBRIMIENTOS SOBRECIMIENTO 13 cm. Ø1/2" 10cm. Ø 3/8" 7.5cm. Ø 1/4" DETALLE DE DOBLADO DE ESTRIBOS EN VIGAS Y COLUMNAS :2.0 cm. :3.0 cm. :3.0 cm. :2.0 cm. :7.5 cm. RESISTENCIA DEL TERRENO CIMENTACION ESCALA 1:50 CUADRO DE ZAPATAS L (m) TIPO DIMENSIONES b(m.) ACERO h (m) 1.00 Z-2 1.00 0.80 1.50 Z-1 1.50 24Ø1/2@0.16 0.80 Df (m) ALTURA 1.80 1.80 24Ø1/2@0.16 mezcla 1 : 10 mas 30% P.G. CIMIENTOS CORRIDOS En general fy = 4200 kg/cm2 ACERO 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 NOTA: Profundidad de excavacion desde suelo Natural ALBAÑILERIA: f'm = 45Kg/cm2 Ladrillo K-K mecanizado Hercules 10x13x24 cm Tipo IV Mortero 1:4 en muros de cabeza Mortero 1:5 en muros de soga DET. DE VIGA DE CIMENTACION VC-02 ESCALA 1:25 5 4Ø5/8" 5 A - A 5 5 1 2 Z-2 Z-1 Z-2 C-2 C-1 C-2 B B Z-1 Z-2 C-2 C-1 C-2 Z-3 C-3 Z-3 C-3 A A A A A A A CIMENTACION ESCALA 1:50 Z-2 C-2 Z-1 C-2 Z-2 C-1 C-2 Z-1 C-2 Z-2 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-02 VC-02 VC-02 VC-02 B B B B B B B B B B B B B B Z-3 C-3 A A A A VC-02 VC-02 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 4 5 6 C A Z-2 Z-2 NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Y Y 5 5 5 5 5 5 5 5 5 5 5 5 5 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NPT=+0.30 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 RELLENO RELLENO RELLENO FALSO PISO e=10cm. FALSO PISO e=10cm. FALSO PISO e=10cm. RELLENO FALSO PISO e=10cm. 5 5 5 ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. 5 6Ø5/8" 5 X - X 5 4Ø5/8" 5 Y - Y 5 6Ø5/8" 5 X - X DET. Z-3 ESCALA 1:25 DET. Z-2 ESCALA 1:25 DET. Z-2 ESCALA 1:25 A A A A B A B C 1 2 3 4 5 7 5 5 5 5 5 C C Ø3/8"@0.40 Ø3/8"@0.30 16 SEGUNDO TRAMO 5 5 5 5 5 MURO LADRILLO Est. Ø1/4"@0.15 2Ø3/8" VIGUETA : 4 Ø 1/2" Estrib. Ø1/4" @ 0.25 5 ESCALA 1/25 17 18 5 5 MURO DE LADRILLO 9 MURO DE LADRILLO 5 Ø3/8"@0.30 10 11 Ø1/2"@0.20 5 AREA =1.06m2 15 Ø1/2"@0.20 0.15 5 5 12 13 14 Ø5/8"@0.20 5 4Ø5/8" 5 5 Ø1/2"@0.20 Ø5/8"@0.20 DET. DE VIGA DE CIMENTACION VC-02 ESCALA 1:25 5 4Ø5/8" 5 A - A NTN±0.00 NTN±0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 RELLENO 5 5 5 ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. DET. Z-3 ESCALA 1:25 DET. Z-2 ESCALA 1:25 DET. Z-2 ESCALA 1:25 A A A A A C 2Ø1/2" 2Ø5/8" 2Ø1/2" 2Ø5/8" 5 3 5 5 5 1 NPT=+0.15 Ø1/2"@0.25 Ø3/8"@0.30 2 5 5 5 5 8 Ø3/8"@0.30 9 5 5 4 7 6 5 5 Ø5/8"@0.20 ESCALA 1/25 AREA =1.43m2 DETALLE DE ESCALERA ESCALA 1/25 PRIMER TRAMO MURO DE LADRILLO 5 5 MURO DE LADRILLO 5 Ø5/8"@0.20 5 Ø1/2"@0.25 Ø3/8"@0.30 5 Ø1/2"@0.20 Ø5/8"@0.20 5 5 VC-01 VC-01 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 5 Ø3/8"@0.30 \A1;Ø\S1/2;"@0.20 \A1;Ø\S1/2;"@0.20 5 5 5 5 C B 5 5 A 5 8 5 9 5 B B B B Z-2 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 5 Z-3 C-3 Z-3 C-3 Z-2 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 VC-01 B B VC-01 B B Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa Bruña de 1x1cm. 5 Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa S=-1.5% VEREDA EN PLANTA ESCALA 1:50 Y Y X 5 1.40 Kg/cm2 V6 A=74.80m2 A=59.90m2 (EXISTENTE) AULA DE 5 AÑOS PISO MACHIHEMBRADO DIRECCION PATIO PISO DE TIERRA PISO DE MADERA MACHIHEMBRADA N.P.T. +0.30 VARONES PISO CERAMICO (EXISTENTE) PISO MACHIHEMBRADO AULA PISO MACHIHEMBRADO DEPOSITO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO DE ADOBE VEREDA VEREDA BATERIA SS.HH.(NUEVA EXISTENTE) ESCALA 1:50 AULA NUEVA(EXISTENTE) ESCALA 1:50 AULA MUY DETERIORADA MURO ADOBE Y TECHO CALAMINA ESCALA 1:50 CERCO PERIM. ADOBE CERCO PERIM. ADOBE CALLE N.P.T. +3.30 PISO CEMENTO HALL-CIRCULACION DOCENTE DOCENTE A=7.50m2 9 8 7 6 5 4 3 1 2 \A1;P = 0.30m. \A1;C = 0.175m DEPOSITO COMPLEMENTARIO A=20.00M2 N.P.T. +3.30 PISO MACHIHEMBRADO SALA DOCENTES A=12.00M2 N.P.T. +3.30 PISO MACHIHEMBRADO DIRECCION A=12.00M2 9 8 7 6 5 4 3 1 2 10 11 12 13 14 15 16 18 17 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-1 C-1 B B Z-1 C-1 VC-01 B B 1 d1/2" @ 0.16 1 d 1/2" @ 0.16 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 C-1 Z-1 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 Z-3 C-3 6 5 5 P-6 P-6 P-4 P-5 P-7 V1 V3 2.77 1.50 V-3 1.80 V4 V5 V1 V7 V8 V9 5 5 V10 V11 V12 1.20 V-13 1.90 .80 MODUGLASS V13 V13 0.70 2.20 P-7 02 METALICO PATIO PISO CONCRETO AREA VERDE( GRASS NATURAL) AREA = 56.00M2 (EXISTENTE) PISO CEMENTO VEREDA N.P.T. +0.20 (EXISTENTE) VEREDA PISO CONCRETO (PROYECTO) CALLE JR. UMACHIRI JARDINES JARDINES JARDINES COBERTURA CON MALLA SENTETICA 5 5 5 5 DAMAS PISO CERAMICO SS.HH. VARONES V3 (EXISTENTE) PISO CERAMICO (EXISTENTE) DIV.MILAMINE SS.HH. DIV.MILAMINE DIV.MILAMINE CAJA DE REG. AGUA POTABLE CAJA DE REG. DESAGUE TUBERIA DE AGUA POTABLE TUBERIA DE DESAGUE A LA RED PUBLICA Bajante de Aguas pluviles PVC Ø4" V7 V7 1 2 3 4 5 6 1 2 3 4 5 6 V7 V7 A C B N.P.T. +3.30 TERRAZA.AZOTEA N.P.T. +3.30 PISO MACHIHEMBRADO SALA SERV. TOPICO Piso Ceramico N.P.T. +3.30 S.H.DAMAS P-7 MAT. EDUCATIVOS Piso Ceramico N.P.T. +3.30 S.H.VARON 5 5 5 5 5 P-4 A C B 7 8 Piso Cemento N.P.T. +3.30 N.P.T. +0.30 PICO CEMENTO CIRCULACIN V8 N.P.T. +3.30 PISO CEMENTO HALL-CIRCULACION DOCENTE DOCENTE A=7.50m2 DEPOSITO COMPLEMENTARIO A=20.00M2 N.P.T. +3.30 PISO MACHIHEMBRADO SALA DOCENTES A=12.00M2 N.P.T. +3.30 PISO MACHIHEMBRADO DIRECCION A=12.00M2 9 8 7 6 5 4 3 1 2 10 11 12 13 14 15 16 18 17 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-6 P-6 P-4 P-5 P-7 V7 V8 V9 V10 V11 V12 V13 V13 5 Bajante de Aguas pluviles PVC Ø4" 5 5 5 V1 V6 P-1 JUNTA DE DILACION ASFALTO RC 250 S=-1% S=-1% 5 5 S=1.00% 5 5 S=1.00% V E R E D A 1 2 3 S=-1% 4 5 6 V E R E D A N.P.T. +0.30 V1 V3 A Bajante de Aguas pluviles PVC Ø4" 5 5 5 5 P-1 V1 V1 N.P.T. +0.30 PISO MACHIHEMBRADO AULA SUM \A1;PIZARRA V1 V1 A C 5 5 JUNTA DE DILACION ASFALTO RC 250 B N.P.T. +0.30 PISO CEMENTO COMEDOR N.P.T. +0.30 PISO CERAMICO (40X40cm) COCINA A=12.20m2 7 8 P-3 P-2 V4 5 5 V5 V6 A=74.80m2 9 8 7 6 5 4 3 1 2 \A1;P = 0.30m. \A1;C = 0.175m V1 V3 V4 V5 V1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AULA PSICOMOTRIZ + 0.15 Piso: MADERA MACHIHEMBRADA ESCALERAS + - 0.00 Piso: CEMENTO PULIDO CONTRAZOCALO h=0.10m DE MADERA CON RODON PARED TARRAJEADA Y PINTADA 8 PARED TARRAJEADA Y PINTADA DIRECCION + 3.35 Piso: MADERA MACHIHEMBRADA SECRETARIA + 3.35 Piso: MADERA MACHIHEMBRADA CONTRAZOCALO h=0.10m DE MADERA CON RODON CORREDOR + 3.35 Piso: CEMENTO PULIDO CIELO RASO BALDOSA FIBROMINERAL CIELO RASO BALDOSA FIBROMINERAL CORTE A-A LOSA AULA PSICOMOTRIZ + 0.15 Piso: MADERA MACHIHEMBRADA AULA 01 + 0.15 Piso: MADERA MACHIHEMBRADA TOPICO Y PSICOLOGIA + 0.15 Piso: CERAMICO ANTIDESLIZANTE ESPERA + 0.15 Piso: MADERA MACHIHEMBRADA SALA DE DOCENTES + 0.15 Piso: MADERA MACHIHEMBRADA CIELO RASO BALDOSA FIBROMINERAL CIELO RASO BALDOSA FIBROMINERAL CIELO RASO BALDOSA FIBROMINERAL AZOTEA + 3.35 Piso: CEMENTO PULIDO CORTE B-B COCINA N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA 01 02 03 04 05 06 07 08 09 10 20 19 18 17 16 15 14 13 12 11 MADERA MACHIEMBRADA 4" x18mm x 8' ARENA e=2" 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. FALSO PISO e=3" CONCRETO f'c= 140 kg/cm2 AULA PSICOMOTRIZ N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA MADERA MACHIEMBRADA 4" x18mm x 8' ARENA e=2" 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. FALSO PISO e=3" CONCRETO f'c= 140 kg/cm2 AULA 01 N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA VIGA DE PROYECCION VIGA DE PROYECCION VIGA DE PROYECCION VIGA DE PROYECCION DESPENSA N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA 01 02 03 04 05 06 07 08 09 10 20 19 18 17 16 15 14 13 12 11 SALA DE DOCENTES N.P.T. + 3.35 Piso: MADERA MACHIHEMBRADA TOPICO Y PSICOLOGIA Piso: CERAMICO ANTIDESLIZANTE SS.HH SECRETARIA Piso: MADERA MACHIHEMBRADA DIRECCION Piso: MADERA MACHIHEMBRADA ESPERA Piso: MADERA MACHIHEMBRADA ARCHIVO ANUAL Piso: MADERA PARQUETON N.P.T. + 3.40 Piso: CERAMICO D 30 x 30 N.P.T. + 3.35 N.P.T. + 3.35 N.P.T. + 3.35 N.P.T. + 3.35 N.P.T. + 3.35 TERRAZA AZOTEA N.P.T. + 3.35 Piso: CEMENTO PULIDO CORREDOR N.P.T. + 0.15 Piso: CEMENTO PULIDO CORREDOR N.P.T. + 0.15 Piso: CEMENTO PULIDO CORREDOR N.P.T. + 0.15 Piso: CEMENTO PULIDO MATERIALES GARGOLA GARGOLA BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm BRUÑA DE 1 Cm LOSA LOSA ELEVACION PRINCIPAL TECHO DE LOSA TECHO DE LOSA CANALETA CANALETA ELEVACION POSTERIOR 5 AULA DE 5 AÑOS 5 5 5 5 5 5 5 5 5 5 5 Bajante de Aguas pluviles PVC Ø4" 5 5 5 5 V1 V6 P-1 JUNTA DE DILACION ASFALTO RC 250 S=-1% S=-1% 5 5 5 5 5 5 5 5 5 5 5 5 S=1.00% 5 5 S=1.00% V E R E D A 1 2 3 5 5 5 5 5 N.P.T. +0.30 2" x 2" x 10' 2"x2"x8" PISO MACHIHEMBRADO AULA \A1;PIZARRA 5 5 5 5 5 S=-1% 4 5 6 1 2 3 4 5 6 V E R E D A N.P.T. +0.30 V1 V3 A A Bajante de Aguas pluviles PVC Ø4" 5 5 5 5 P-1 V1 V1 N.P.T. +0.30 PISO MACHIHEMBRADO AULA SUM \A1;PIZARRA V1 V1 5 5 A C 5 5 A C B 5 5 5 5 JUNTA DE DILACION ASFALTO RC 250 B N.P.T. +0.30 PISO CEMENTO COMEDOR N.P.T. +0.30 PISO CERAMICO (40X40cm) COCINA A=12.20m2 5 5 5 5 5 5 7 5 8 P-3 P-2 PRIMERA PLANTA ESCALA 1:50 PISO CEMENTO VEREDA N.P.T. +0.00 PISO DE MADERA MACHIHEMBRADA N.P.T. +0.30 INGRESO UNICO CUADRO DE VANOS 3.68 V-1 ANCHO ALTO ALFEIZER CANTIDAD 3.67 2.45 1.50 1.50 1.50 1.20 V-2 1.80 1.80 DESC. VENTANAS CARACTERISTICAS V4 5 5 5 5 5 5 V-4 V5 1.47 V-6 2.50 1.50 1.20 V-5 1.50 1.20 MODUGLASS MODUGLASS MODUGLASS MODUGLASS MODUGLASS MODUGLASS CUADRO DE VANOS 1.10 P-1 ANCHO ALTO CANTIDAD 1.50 1.10 2.70 P-2 2.70 2.80 P-3 DESC. PUERTAS CARACTERISTICAS 02 01 02 TABLERO REBAJ. TABLERO REBAJ. TABLERO REBAJ. V6 A=74.80m2 A=59.90m2 (EXISTENTE) 9 8 7 6 5 4 3 1 2 \A1;P = 0.30m. \A1;C = 0.175m JARDINES V1 V3 2.77 1.50 V-3 1.80 V4 V5 V1 PATIO PISO CONCRETO AREA VERDE( GRASS NATURAL) AREA = 56.00M2 (EXISTENTE) PISO CEMENTO VEREDA N.P.T. +0.20 (EXISTENTE) VEREDA PISO CONCRETO (PROYECTO) CALLE JR. UMACHIRI JARDINES JARDINES COBERTURA CON MALLA SENTETICA COCINA N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA 01 02 03 04 05 06 07 08 09 10 20 19 18 17 16 15 14 13 12 11 MADERA MACHIEMBRADA 4" x18mm x 8' ARENA e=2" 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. FALSO PISO e=3" CONCRETO f'c= 140 kg/cm2 AULA PSICOMOTRIZ N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA MADERA MACHIEMBRADA 4" x18mm x 8' ARENA e=2" 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. FALSO PISO e=3" CONCRETO f'c= 140 kg/cm2 AULA 01 N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA VIGA DE PROYECCION VIGA DE PROYECCION VIGA DE PROYECCION VIGA DE PROYECCION DESPENSA N.P.T. + 0.15 Piso: MADERA MACHIHEMBRADA CORREDOR N.P.T. + 0.15 Piso: CEMENTO PULIDO CORREDOR N.P.T. + 0.15 Piso: CEMENTO PULIDO MATERIALES AULA DE 5 AÑOS PISO DE MADERA MACHIHEMBRADA N.P.T. +0.30 (EXISTENTE) VEREDA PISO CONCRETO 01 02 03 04 05 06 07 08 09 10 20 19 18 17 16 15 14 13 12 11 SALA DE DOCENTES N.P.T. + 3.35 Piso: MADERA MACHIHEMBRADA TOPICO Y PSICOLOGIA Piso: CERAMICO ANTIDESLIZANTE SS.HH SECRETARIA Piso: MADERA MACHIHEMBRADA DIRECCION Piso: MADERA MACHIHEMBRADA ESPERA Piso: MADERA MACHIHEMBRADA ARCHIVO ANUAL Piso: MADERA PARQUETON N.P.T. + 3.40 Piso: CERAMICO D 30 x 30 N.P.T. + 3.35 N.P.T. + 3.35 N.P.T. + 3.35 N.P.T. + 3.35 N.P.T. + 3.35 TERRAZA AZOTEA N.P.T. + 3.35 Piso: CEMENTO PULIDO CORREDOR N.P.T. + 0.15 Piso: CEMENTO PULIDO C-3 A VEREDA=+0.15 ESPECIFICACIONES TECNICAS :2.5 cm. mezcla 1 : 8 mas 25% P.M. -Zapatas -Losas -Columnas -Aligerados -Vigas peraltadas -Vigas chatas RECUBRIMIENTOS SOBRECIMIENTO 13 cm. Ø1/2" 10cm. Ø 3/8" 7.5cm. Ø 1/4" DETALLE DE DOBLADO DE ESTRIBOS EN VIGAS Y COLUMNAS :2.0 cm. :3.0 cm. :3.0 cm. :2.0 cm. :7.5 cm. RESISTENCIA DEL TERRENO CIMENTACION ESCALA 1:50 CUADRO DE ZAPATAS L (m) TIPO DIMENSIONES b(m.) ACERO h (m) 1.00 Z-2 1.00 0.80 1.50 Z-1 1.50 24Ø1/2@0.16 0.80 Df (m) ALTURA 1.80 1.80 24Ø1/2@0.16 mezcla 1 : 10 mas 30% P.G. CIMIENTOS CORRIDOS En general fy = 4200 kg/cm2 ACERO 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 NOTA: Profundidad de excavacion desde suelo Natural ALBAÑILERIA: f'm = 45Kg/cm2 Ladrillo K-K mecanizado Hercules 10x13x24 cm Tipo IV Mortero 1:4 en muros de cabeza Mortero 1:5 en muros de soga DET. DE VIGA DE CIMENTACION VC-02 ESCALA 1:25 5 4Ø5/8" 5 A - A 5 5 1 2 Z-2 Z-1 Z-2 C-2 C-1 C-2 B B Z-1 Z-2 C-2 C-1 C-2 Z-3 C-3 Z-3 C-3 A A A A A A A CIMENTACION ESCALA 1:50 Z-2 C-2 Z-1 C-2 Z-2 C-1 C-2 Z-1 C-2 Z-2 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-02 VC-02 VC-02 VC-02 B B B B B B B B B B B B B B Z-3 A A A VC-02 VC-02 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 6 4 5 C Z-2 Z-2 A NTN±0.00 DETALLE DE ESCALERA NPT=+0.30 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 X X NTN±0.00 VEREDA=+0.15 NPT=+0.30 X X Y 5 5 5 Y 5 5 5 5 5 5 5 5 5 5 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 NPT=+0.30 Estribos 3/8", 1@0.05, 4@0.10, 2@0.15, R@0.25 FALSO PISO e=10cm. RELLENO RELLENO RELLENO FALSO PISO e=10cm. FALSO PISO e=10cm. RELLENO 5 FALSO PISO e=10cm. 5 5 ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. 5 5 6Ø5/8" X - X 4Ø5/8" 5 5 Y - Y 5 6Ø5/8" 5 X - X DET. Z-3 ESCALA 1:25 DET. Z-2 ESCALA 1:25 DET. Z-2 ESCALA 1:25 A A A A B A B C 1 3 2 4 7 5 5 5 5 5 5 C C Ø3/8"@0.40 16 Ø3/8"@0.30 SEGUNDO TRAMO 5 5 5 5 5 MURO LADRILLO Est. Ø1/4"@0.15 Estrib. Ø1/4" @ 0.25 2Ø3/8" VIGUETA : 4 Ø 1/2" 5 18 ESCALA 1/25 17 5 5 MURO DE LADRILLO 9 MURO DE LADRILLO 5 Ø3/8"@0.30 Ø1/2"@0.20 10 5 11 AREA =1.06m2 15 Ø1/2"@0.20 0.15 5 5 Ø5/8"@0.20 14 12 13 5 5 5 4Ø5/8" Ø5/8"@0.20 Ø1/2"@0.20 ESCALA 1:25 DET. DE VIGA DE CIMENTACION VC-02 4Ø5/8" 5 5 A - A NTN±0.00 A NTN±0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 RELLENO 5 5 5 ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. ESTRIBOS Ø3/8" 1@0.05, 3@0.10, R@0.25 C/E. DET. Z-3 ESCALA 1:25 DET. Z-2 ESCALA 1:25 DET. Z-2 ESCALA 1:25 A A A A C 5 2Ø1/2" 2Ø5/8" 2Ø1/2" 2Ø5/8" 5 3 5 5 5 1 NPT=+0.15 Ø1/2"@0.25 Ø3/8"@0.30 2 5 5 5 5 8 Ø3/8"@0.30 9 5 5 4 7 6 5 5 Ø5/8"@0.20 ESCALA 1/25 AREA =1.43m2 ESCALA 1/25 PRIMER TRAMO MURO DE LADRILLO 5 5 MURO DE LADRILLO 5 Ø5/8"@0.20 5 Ø1/2"@0.25 Ø3/8"@0.30 5 Ø1/2"@0.20 Ø5/8"@0.20 5 5 VC-01 VC-01 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 5 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d1/2" @ 0.16 1 d 1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 1 d 1/2" @ 0.16 5 5 1 d1/2" @ 0.16 1 d 1/2" @ 0.16 5 5 1 d1/2" @ 0.16 Ø3/8"@0.30 5 5 5 \A1;Ø\S1/2;"@0.20 \A1;Ø\S1/2;"@0.20 5 5 5 5 C B 5 A 5 5 8 5 9 5 B B Z-2 B B 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 5 Z-2 Z-3 C-3 C-3 Z-3 5 1 d1/2" @ 0.16 5 5 1 d 1/2" @ 0.16 VC-01 B B VC-01 B B Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa Bruña de 1x1cm. 5 Juntas de 2.5cm llenado con Asfalto RC-250+arena gruesa S=-1.5% VEREDA EN PLANTA ESCALA 1:50 Y Y X 1.40 Kg/cm2 Z-1 C-1 B B Z-1 C-1 VC-01 B B 1 d1/2" @ 0.16 1 d 1/2" @ 0.16 5 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 5 C-1 Z-1 1 d 1/2" @ 0.16 1 d1/2" @ 0.16 5 Z-3 C-3 6 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-4 C-4 C-4 C-4 C-4 C-2 C-2 C-4 C-4 C-2 C-2 5 5 5 5 5 5 5 5 5 5 5 5 C-3 C-3 C-3 C-3 C-1 C-1 C-1 C-1 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.16 1 d 1/2" @ 0.16 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 Z-3 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-4 C-4 C-4 C-4 C-4 C-2 C-2 C-4 C-4 C-2 C-2 5 5 5 5 5 5 5 5 5 5 5 5 C-3 C-3 C-3 C-3 C-1 C-1 C-1 C-1 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.16 1 d 1/2" @ 0.16 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 Z-3 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 1 d1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 1 2 3 4 5 6 A C B A C B 7 8 5 5 5 5 5 5 5 5 JULIO DEL 2013 ESTRUCTURAS . CIMENTACION PLANO: UBICACION: ESCALA : FECHA : INDICADA PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : DISTRITO : CUPI PROVINCIA : MELGAR REGION : PUNO E-01 INSTITUCION EDUCATIVA INICIAL Nº 091 DE CUPI APROBADO POR : JULIO DEL 2013 DISTRIBUCION- ACTUAL PLANO: UBICACION: ESCALA : FECHA : INDICADA PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : DISTRITO : CUPI PROVINCIA : MELGAR REGION : PUNO A-02 INSTITUCION EDUCATIVA INICIAL Nº 091 DE CUPI APROBADO POR : JULIO DEL 2013 DISTRIBUCION-SEGUNDA PLANTA PLANO: UBICACION: ESCALA : FECHA : INDICADA PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : DISTRITO : CUPI PROVINCIA : MELGAR REGION : PUNO A-04 MEJORAMIENTO DEL SERVICIO EDUCATIVO DEL NIVEL INICIAL ESCOLARIZADO CICLO II INSTITUCION EDUCATIVA INICIAL Nº 091 DE CUPI APROBADO POR : EN LA IEI Nº 91 , DEL DESTRITO DE CUPI,PROV. MELGAR AYAVIRI JULIO DEL 2013 DISTRIBUCION-PRIMERA PLANTA PLANO: UBICACION: ESCALA : FECHA : INDICADA PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : DISTRITO : CUPI PROVINCIA : MELGAR REGION : PUNO A-03 INSTITUCION EDUCATIVA INICIAL Nº 091 DE CUPI APROBADO POR : MEJORAMIENTO DEL SERVICIO EDUCATIVO DEL NIVEL INICIAL ESCOLARIZADO CICLO II EN LA IEI Nº 91 , DEL DESTRITO DE CUPI,PROV. MELGAR AYAVIRI MEJORAMIENTO DEL SERVICIO EDUCATIVO DEL NIVEL INICIAL ESCOLARIZADO CICLO II EN LA IEI Nº 91 , DEL DESTRITO DE CUPI,PROV. MELGAR AYAVIRI MEJORAMIENTO DEL SERVICIO EDUCATIVO DEL NIVEL INICIAL ESCOLARIZADO CICLO II EN LA IEI Nº 91 , DEL DESTRITO DE CUPI,PROV. MELGAR AYAVIRI

Language	Spanish
Drawing Type	Plan
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Plastic, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	autocad, beams, College, details of reinforced concrete, details of structure, DWG, educational, FOUNDATION, initial, institution, library, located, plan, plans, posts, school, structural, structural details, structures, university

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