Electrical Mechanics Hall DWG Plan for AutoCAD

Structure plan classrooms and laboratories SCHOOL WITHIN A COLLEGE TOWN.

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

construction of classrooms and laboratories of the professional school of mechanical electrical engineering in the university city-puno, project :, scale:, date:, design:, sheet:, location:, university city, cad:, plane:, detail of footings beams of foundation, ing. guillermo aquize, bach. civilian o.ch.m., detail plates-combined shoes, detail of secondary beams, detail of elevated tank, detail of main beams, detail of main beams, considering zone of low efforts, detail of splicing of columns, splicing in different parts trying to make the splices outside the confinement area, rmin, ldg, office of architecture and constructions – unit of studies and projects, national university of the altiplano, detail of stairs, slab lightened third level, slab lightened first level, detail of beams of foundation, lightweight second level slab, sidewalks, columns and joists, corrugated steel, columns, flooring, beams and slabs, brace columns, braces, beams and slabs, connection beams, concrete, footings, ores, grout, mortar liquid, foundations, false floor, beams, masonry, characteristic resistance, f’m, bearing capacity of the rocky terrain, bearing capacity of the ground, values of m, reinforcement inf erior, h: any, top reinforcement, overlapping joints for beams and lightened slabs, beam, column, reinforcement st, footboard, bending detail and bending diameter of standard hooks in stirrups, footboard, detail of bends in general in bars longitudinal, steel temperature, as specified in lightened plant, foundation plant, lightweight slab level terecr, column table, type, bxt, stirrup, detail, section, section cc, fill with selected material, stage, book deposit, parquet floor, reading room, vinyl floor, electronic accessories gavel, deposit, teacher’s cubicle, acrylic blackboard location, department head, study direction, secretary, wait, academic coordination, search, hall, catwalk, meeting room , ceiling, terrace, room of degrees, width, height, alfeizer, quantity, material, glass, observations, box of vanos first floor, location, room of degrees, income, system moduglass, ss.hh. , library, library, laboratory, library., main entrance, passageway and library, ss.hh., stage of the room of degrees, dep. laboratory library, classroom of degrees, laboratory, curtain wall system, laboratories, wood tripay contrapacado carapacho, books deposit, laboratory warehouses, access hall, lateral elevation, box of vanos second floor, ss.hh. ladies, classrooms, ss.hh. men, passageway, teacher’s cubicle, teacher’s cubicle, see main elevation, stairs and hall box, box of vanos third floor, classroom, reg. academic, classroom, offices., administrative area entrance, offices, terrace, gabeta electronic accessories, meeting room deposit, classroom, meeting room, electrowelded tube, cathedral., false shoe, shoe, court aa, court bb, plant, walls latrerales, second section, first section, section a, filled with own material, section bb, section dd, section e, section ff, section gg, section hh, section ii, section jj, brick wall, section xx, axis a’- a ‘, axis e’-e’

Raw text data extracted from CAD file:

CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE ZAPATAS VIGAS DE CIMENTACION ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-02 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE PLACAS- ZAPATAS COMBINADAS ESCALA 1:50 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-04 BACH. ING CIVIL. O.CH.M. P00 7.00 7.00 7.50 7.00 7.00 1.05 4.70 3.10 1.98 4.70 4.70 3.10 1.98 4.35 7.50 7.00 1.05 3.70 4.70 4.70 3.10 2.20 7.00 7.00 7.50 7.00 7.00 1.05 3.70 4.70 4.70 3.10 2.20 1.30 6.94 3.70 4.50 4.08 4.50 4.08 3.85 3.00 1.40 1.40 0.30 1.40 1.40 0.30 1.40 1.40 1.40 1.30 1.30 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.10 1.10 0.30 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 4.75 1.30 1.35 1.40 1.00 1.10 1.40 1.30 1.10 1.10 1.10 1.40 1.40 1.10 1.40 1.40 1.10 1.10 1.10 1.10 1.40 1.40 1.30 1.40 1.10 1.30 1.35 1.10 1.10 1.10 1.40 1.40 1.40 1.00 1.10 3.85 3.00 3.85 3.00 3.85 3.85 3.00 3.85 3.00 5.60 5.60 1.30 7.50 1.05 1.05 3.70 4.70 4.70 3.10 2.20 1.40 1.40 1.30 1.40 1.40 1.40 1.40 1.10 4.75 1.30 1.35 1.40 1.30 1.10 1.10 1.10 1.40 1.40 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.30 1.40 1.10 1.10 1.10 1.10 1.30 1.35 6.94 3.70 4.50 4.08 4.50 4.08 7.00 7.00 7.00 7.00 3.70 4.70 4.70 3.10 2.20 1.40 1.40 1.40 1.40 1.40 1.40 1.40 0.30 1.40 1.00 1.10 1.40 1.40 1.10 1.40 1.40 1.10 1.10 0.30 1.10 1.40 1.40 1.40 1.00 1.10 3.03 3.70 2.50 2.50 2.50 1.05 7.80 2.05 2.30 2.50 4.35 4.75 2.10 2.25 2.10 4.70 3.70 2.00 2.00 2.50 2.50 2.20 2.50 2.30 2.30 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 2.10 2.00 2.10 2.00 CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS SECUNDARIAS ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-11 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE TANQUE ELEVADO ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-15 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS PRINCIPLAES ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-10 BACH. ING CIVIL. O.CH.M. 1.05 3.70 1.30 1.40 1.40 1.30 1.30 1.40 1.40 1.40 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 4.75 1.30 1.35 1.40 1.30 1.10 1.10 1.10 1.40 1.40 1.10 1.10 1.10 1.10 1.30 1.40 1.10 1.10 1.10 1.10 1.30 1.35 7.00 7.00 7.50 7.00 7.00 1.05 3.10 2.20 1.05 3.70 4.70 4.70 3.10 2.20 6.94 3.70 4.50 4.08 4.50 4.08 7.75 1.40 0.30 1.40 1.40 1.40 1.40 1.40 1.40 1.10 1.10 0.30 1.10 1.40 1.00 1.10 1.40 1.40 1.10 1.40 1.40 1.40 1.40 1.40 1.00 1.10 3.70 4.70 4.70 1.20 1.20 1.20 1.20 3.85 3.85 3.03 0.60 3.00 1.70 3.00 1.95 2.50 0.38 0.10 0.15 0.15 0.15 0.45 0.45 0.60 2.00 3.15 2.00 0.45 0.10 0.35 1.00 0.10 2.00 2.75 0.45 0.10 0.35 2.15 1.41 0.30 0.60 0.30 0.18 0.25 0.60 1.50 1.20 1.83 1.20 1.60 3.00 1.70 3.00 1.95 2.50 0.93 2.05 0.45 0.10 0.35 0.50 2.00 1.98 3.03 3.70 4.70 4.45 3.08 0.80 0.54 3.34 1.10 2.50 3.85 3.00 3.15 0.45 0.00 0.45 0.50 0.10 1.50 2.10 2.80 2.80 3.68 3.85 3.15 3.85 1.10 2.50 2.85 2.80 2.05 0.60 0.25 0.60 0.50 1.60 0.60 0.50 0.15 0.15 0.15 5.60 3.00 2.90 2.65 2.65 4.35 2.10 0.50 2.00 7.00 4.35 2.80 4.20 2.80 4.70 2.80 4.20 2.80 4.35 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.80 2.80 3.00 9.55 4.68 0.73 0.50 1.10 2.17 2.30 2.10 7.75 6.55 0.60 6.55 0.60 0.60 2.05 4.35 7.50 7.00 2.65 2.65 4.35 7.00 4.10 3.04 0.39 1.00 0.95 4.40 0.60 1.15 3.93 2.83 2.12 4.35 7.50 7.00 2.65 2.65 4.35 7.00 4.35 7.50 7.00 2.65 2.65 4.35 7.00 6.58 0.60 1.95 1.84 0.20 0.35 0.25 0.60 0.50 0.50 0.25 0.25 0.50 0.25 0.25 0.30 0.60 0.45 0.45 0.60 0.50 2.00 0.25 0.25 0.25 0.25 0.20 0.20 0.20 0.20 0.20 0.20 0.20 3.36 9.55 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.40 1.20 0.25 0.15 1.40 1.40 0.70 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.60 0.00 0.12 0.80 1.25 0.12 0.60 1.37 0.70 0.65 2.15 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 1.50 1.05 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.30 0.30 0.30 0.18 0.18 0.18 0.50 1.05 1.05 0.20 0.30 0.30 0.30 0.20 0.20 0.20 0.20 0.20 0.20 0.20 1.05 0.60 0.10 0.18 0.18 0.18 0.18 0.18 1.22 0.20 0.12 0.40 0.12 0.80 0.20 1.10 0.12 2.22 0.85 0.10 0.25 1.95 0.25 2.15 5.03 0.50 0.54 3.49 0.35 4.73 0.15 4.73 0.15 0.25 1.95 0.25 2.15 0.15 4.73 0.15 5.03 0.50 0.54 3.49 0.35 4.73 0.25 1.95 0.25 2.15 5.23 0.50 0.54 3.49 0.35 4.73 0.15 4.73 0.15 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 2.45 2.65 5.03 2.45 7.69 1.70 0.40 0.60 0.60 0.40 0.40 1.00 0.70 0.25 0.60 0.40 1.00 0.25 0.40 0.70 0.60 0.60 0.40 0.40 1.00 0.60 0.70 0.25 0.50 0.60 0.40 0.40 1.00 0.60 0.50 0.70 0.25 3.15 0.45 0.45 0.60 0.90 0.60 0.50 1.60 1.10 0.90 0.50 0.60 0.60 0.50 1.60 1.10 0.50 0.60 0.90 0.40 0.60 0.60 0.40 0.40 1.00 0.25 0.70 0.60 0.40 0.40 1.00 0.60 0.50 0.70 0.25 0.60 0.50 1.60 1.10 0.90 0.50 0.60 0.60 0.50 0.50 1.60 1.10 0.60 0.90 0.40 0.25 0.60 0.40 0.40 1.00 0.60 0.60 0.40 0.40 1.00 0.60 0.70 0.50 0.25 0.15 CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS SECUNDARIAS ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-09 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS PRINCIPALES ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-08 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS SECUNDARIAS ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-13 BACH. ING CIVIL. O.CH.M. 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 0.10 0.30 0.10 0.10 0.30 0.15 0.05 0.20 m L/3 L/4 L/4 L/3 m L/4 L/3 12 db rmin ldg ldg db 12 db r 10 db db r L db OFICINA DE ARQUITECTURA Y CONSTRUCCIONES - UNIDAD DE ESTUDIOS Y PROYECTOS UNIVERSIDAD NACIONAL DEL ALTIPLANO OFICINA DE ARQUITECTURA Y CONSTRUCCIONES - UNIDAD DE ESTUDIOS Y PROYECTOS UNIVERSIDAD NACIONAL DEL ALTIPLANO 0.60 0.65 0.25 0.10 0.35 0.59 0.90 0.65 0.35 0.60 1.65 0.50 \A1;0.80 \A1;0.60 0.25 0.90 0.10 0.25 0.90 0.65 0.15 2.91 2.15 75° 0.25 2.23 0.18 0.25 0.18 0.25 0.25 0.25 0.80 1.25 0.12 0.80 0.15 0.70 0.40 0.12 0.30 0.20 0.35 0.25 0.50 0.10 0.15 0.15 0.15 0.30 0.60 0.18 0.25 0.18 0.60 0.60 0.50 0.25 0.25 0.50 0.25 0.25 0.30 0.60 OFICINA DE ARQUITECTURA Y CONSTRUCCIONES - UNIDAD DE ESTUDIOS Y PROYECTOS UNIVERSIDAD NACIONAL DEL ALTIPLANO 0.25 2.25 0.25 2.25 0.25 2.25 0.25 0.25 CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE ESCALERA ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-14 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : LOSA ALIGERADA TERCER NIVEL ESCALA 1:50 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-07 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : LOSA ALIGERADA PRIMER NIVEL ESCALA 1:50 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-05 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS DE CIMENTACION ESCALA 1:25 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-03 BACH. ING CIVIL. O.CH.M. CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : LOSA ALIGERADA SEGUNDO NIVEL ESCALA 1:50 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-06 BACH. ING CIVIL. O.CH.M. 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.25 0.35 0.10 0.30 0.10 0.10 0.30 0.15 0.05 0.20 0.10 0.30 0.10 0.10 0.30 0.15 0.05 0.20 0.15 0.25 7.75 B 2.10 2.10 2.10 2.10 2.10 1.50 1.50 1.60 1.60 1.60 2.10 2.10 2.10 2.10 2.10 1.50 1.50 1.60 1.60 1.60 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 1.50 1.50 1.60 1.60 1.60 1.60 1.50 1.50 1.60 1.60 1.50 1.50 4.80 2.70 1.50 1.50 1.60 1.60 3.80 4.80 2.70 3.80 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.20 0.30 0.20 0.30 0.60 0.30 0.60 0.30 0.20 0.30 0.60 0.30 0.60 0.30 0.20 7.00 2.70 4.80 4.80 7.00 7.00 7.00 7.00 0.30 0.60 0.30 0.60 7.00 7.00 2.10 1.50 0.30 0.60 7.00 2.10 2.10 2.10 2.10 1.60 1.60 1.50 1.50 7.00 2.10 2.10 2.10 2.10 1.50 1.60 1.60 1.60 7.00 2.10 2.10 2.10 2.10 2.10 1.50 1.50 1.60 1.60 1.60 7.00 7.00 2.10 2.10 2.10 2.10 1.60 1.60 1.60 1.50 1.50 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.60 7.00 7.00 2.10 2.10 2.10 2.10 2.10 1.50 1.50 1.60 1.60 1.60 7.00 0.30 0.60 0.30 0.60 0.30 0.60 7.00 2.10 2.10 2.10 2.10 2.10 1.60 1.60 1.60 1.50 1.50 7.00 0.30 0.60 1.40 1.40 4.75 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 4.75 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 4.70 1.35 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 4.70 3.70 1.40 0.25 0.40 0.25 0.40 7.50 4.70 4.70 4.75 1.35 1.20 0.90 0.90 0.90 1.20 1.20 4.35 4.35 1.40 1.40 4.70 1.40 1.40 1.40 1.45 2.23 1.30 2.08 4.70 3.03 1.85 1.40 1.40 1.40 1.15 1.15 0.95 0.89 0.90 0.92 1.35 1.40 1.40 1.35 1.35 1.40 1.20 0.90 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.20 7.00 2.10 2.10 2.10 2.10 1.60 1.60 1.50 1.50 7.00 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.60 7.00 2.10 2.10 2.10 2.10 1.60 1.60 1.60 1.50 1.50 4.70 4.75 1.35 1.40 2.05 2.05 1.43 1.43 0.30 0.60 0.30 0.60 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.20 7.50 4.70 1.40 1.40 1.40 1.40 0.25 0.40 0.25 0.40 4.70 3.70 1.40 0.25 0.40 0.25 0.40 4.75 1.20 0.90 0.90 0.90 1.20 1.20 4.35 4.35 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 2.40 2.40 1.78 1.78 0.30 0.60 0.30 0.60 1.40 1.40 4.75 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 4.70 1.35 1.40 1.40 1.35 1.35 0.75 7.50 4.70 2.08 1.30 4.70 1.40 1.15 1.15 1.84 1.40 1.40 1.01 1.20 0.90 7.50 1.40 1.40 7.00 3.80 4.80 1.60 4.80 7.00 CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS PRINCIPALES ESCALA 1:50 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-12 BACH. ING CIVIL. O.CH.M. 7.00 4.80 3.80 1.60 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.20 7.00 7.00 4.80 2.70 0.30 0.60 0.30 0.60 7.00 1.75 1.90 1.75 1.90 4.75 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 1.70 1.60 4.52 0.25 0.40 0.25 0.40 1.70 1.70 0.90 0.90 0.90 0.90 4.35 4.35 1.70 1.70 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 4.70 4.75 3.25 0.25 0.40 0.25 0.40 0.25 0.20 4.70 4.70 3.10 0.25 0.40 0.25 0.40 4.70 4.70 3.98 0.25 0.40 0.25 0.40 4.75 4.70 2.60 3.25 1.85 3.20 4.15 1.40 1.40 2.06 CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : LOSA ALIGERADA TERCER NIVEL ESCALA 1:50 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-07 BACH. ING CIVIL. O.CH.M. OFICINA DE ARQUITECTURA Y CONSTRUCCIONES - UNIDAD DE ESTUDIOS Y PROYECTOS UNIVERSIDAD NACIONAL DEL ALTIPLANO CONSTRUCCION DE AULAS Y LABORATORIOS DE LA ESCUELA PROFESIONAL DE INGENIERIA MECANICA ELECTRICA EN LA CIUDAD UNIVERSITARIA-PUNO PROYECTO: ESCALA : FECHA : DISEÑO : LAMINA : UBICACION: CIUDAD UNIVERSITARIA CAD : PLANO : DETALLE DE VIGAS SECUNDARIAS ESCALA 1:50 ING. GUILLERMO AQUIZE OCTUBRE 2009 E-09 BACH. ING CIVIL. O.CH.M. OFICINA DE ARQUITECTURA Y CONSTRUCCIONES - UNIDAD DE ESTUDIOS Y PROYECTOS UNIVERSIDAD NACIONAL DEL ALTIPLANO 0.25 0.25 0.25 m L/3 L/4 L/4 L/3 m L/4 L/3 12 db rmin ldg ldg db 12 db r 10 db db r L db 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 \LESPECIFICACIONES T\U+00C9CNICAS 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 ROCOSO t = 27.00 Kg/cm² CAPACIDAD PORTANTE DEL TERRENO t = 0.80 Kg/cm² 468.6352189353013 468.6352189353013 VALORES DE m 468.6352189353013 468.6352189353013 468.6352189353013 5/8" 3/4" 1/2" 3/8" Ø 0.50 m 468.6352189353013 0.65 m REFUERZO INFERIOR 0.40 m 0.40 m H : CUALQUIERA 468.6352189353013 0.40 m 468.6352189353013 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 468.6352189353013 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 8 468.6352189353013 468.6352189353013 468.6352189353013 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 468.6352189353013 468.6352189353013 468.6352189353013 468.6352189353013 468.6352189353013 468.6352189353013 468.6352189353013 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 DETALLE DE DOBLECES EN GENERAL EN BARRAS LONGITUDINALES 468.6352189353013 0.10 0.30 0.10 0.10 0.30 0.15 0.05 0.20 0.10 0.30 0.10 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 = 20 cm) 496.4924455338041 496.4924455338041 496.4924455338041 496.4924455338041 496.4924455338041 496.4924455338041 496.4924455338041 496.4924455338041 Acero de Temperatura As Especificado en Planta de Aligerados 6.23 31.52 6.18 34.55 6.23 3.75 2.15 1.48 4.68 1.48 1.30 9.40 0.45 0.30 1.60 0.50 0.30 0.30 0.20 0.10 0.40 0.20 0.60 0.90 0.50 1.10 2.75 3.25 0.40 2.65 3.20 7.00 2.10 2.10 2.10 2.10 1.60 1.60 1.50 1.50 7.00 2.10 2.10 2.10 2.10 1.60 1.60 1.60 1.50 1.50 0.30 0.60 0.30 0.60 0.30 0.60 0.30 0.60 7.00 7.00 2.10 2.10 2.10 2.10 2.10 1.50 1.50 1.60 1.60 1.60 2.10 2.10 2.10 2.10 2.10 1.50 1.50 1.60 1.60 1.60 7.00 7.00 7.00 0.20 0.12 5.19 0.91 8.00 3.70 4.50 4.60 0.60 0.30 6.90 2.70 5 5 5 5 5 A B C D E F 5 5 5 1' 1 2 3 3' 4 5 5 5 5 5 1' 1 2 3 3' 4 5 5 5 5 5 A B C D E F 5 5 5 5 5 A B C D E F 5 5 5 5 5 1' 1 2 3 3' 4 5 5 5 5 5 5 5 1' 1 2 3 4 5 5 VP-101 (30x60) VP-101 (30x60) VP-101 (30x60) VP-101 (30x60) VP-101 (30x60) VP-102 (30x60) VP-102 (30x60) VP-102 (30x60) VP-102 (30x60) VP-102 (30x60) VP-103 (30x60) VP-103 (30x60) VP-103 (30x60) VP-103 (30x60) VP-103 (30x60) 5 5 5 5 5 5 5 C-01 Z-01 H=0.45 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 VC-001 (30x90) 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" ACERO DE TEMPERATUA d 1/4"@0.25 5 5 1 d 3/8" 5 5 A B C D 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 1 d 3/8" 5 5 B C D ACERO DE TEMPERATUA d 1/4"@0.25 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 C-01 Z-01 H=0.45 C-01 Z-01 H=0.45 C-01 Z-01 H=0.45 C-02 Z-02 H=0.45 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 C-07 Z-07 H=0.45 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 5 ACERO INFERIOR 1 d 1/2" @ 0.25 5 LOSA ALIGERADA PRIMER NIVEL ESCALA 1:50 PLANTA DE CIMENTACION ESCALA 1:50 5 5 5 5 5 A B C D E F 5 5 5 5 5 1' 1 2 3 3' 4 5 5 5 5 5 5 5 1' 1 2 3 3' 4 5 5 VP-201 (30x60) VP-201 (30x60) VP-201 (30x60) VP-201 (30x60) VP-202 (30x60) VP-203 (30x60) 5 5 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" ACERO DE TEMPERATUA d 1/4"@0.25 5 5 1 d 3/8" 5 5 A B C D 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 1 d 3/8" 5 5 B C D ACERO DE TEMPERATUA d 1/4"@0.25 LOSA ALIGERADA SEGUNDO NIVEL ESCALA 1:50 5 5 5 5 5 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 H=0.45 C-04 Z-04 5 H=0.45 C-04 Z-04 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 ACERO SUPERIOR 1 d 1/2" @ 0.15 ACERO INFERIOR 1 d 1/2" @ 0.25 ACERO SUPERIOR 1 d 1/2" @ 0.15 ACERO SUPERIOR 1 d 1/2" @ 0.15 ACERO INFERIOR 1 d 1/2" @ 0.25 ACERO SUPERIOR 1 d 1/2" @ 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 5 5 3' 5 5 5 5 5 A B C D E F 5 5 5 5 5 1' 1 2 3 3' 4 5 5 5 5 5 5 5 1' 1 2 3 3' 4 5 5 VP-301 (30x60) VP-301 (30x60) VP-301 (30x60) VP-301 (30x60) VP-302 (30x60) VP-302 (30x60) VP-302 (30x60) VP-302 (30x60) VP-302 (30x60) VP-303 (25x60) VP-303 (30x60) VP-303 (30x60) VP-303 (30x60) VP-303 (30x60) 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" ACERO DE TEMPERATUA d 1/4"@0.25 5 5 1 d 3/8" 5 5 A B C D 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 5 5 5 5 5 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 1 d 3/8" 5 5 B C D ACERO DE TEMPERATUA d 1/4"@0.25 LOSA ALIGERADA TERECR NIVEL ESCALA 1:50 1 d 3/8" 1 d 1/2" 1 d 1/2"+1d3/8" VP-104 (25x40) VP-105 (25x40) VS-101 (25x40) VS-102 (25x40) VS-103 (25x40) VS-104 (25x40) VS-105 (25x40) VS-106 (25x40) VS-107 (25x40) VS-106 (25x40) VS-108 (25x40) VA-101 (25x40) VB-101 (15x20) VB-101 (15x20) VB-101 (15x20) VB-102 (15x20) VS-101 (25x40) VS-102 (25x40) VS-103 (25x40) VS-104 (25x40) VS-105 (25x40) VS-106 (25x40) VS-103 (25x40) VS-104 (25x40) VS-103 (25x40) VS-104 (25x40) VP-202 (30x60) VP-202 (30x60) VP-202 (30x60) VP-202 (30x60) VP-203 (30x60) VP-203 (30x60) VP-203 (30x60) VP-203 (30x60) VP-204 (25x40) VP-205 (25x40) VS-301 (25x40) VS-201 (25x40) VS-201 (25x40) VS-203 (25x40) VS-202 (25x40) VS-203 (25x40) VS-203 (25x40) VS-204 (25x40) VS-204 (25x40) VS-204 (25x40) VS-205 (25x40) VS-205 (25x40) VS-206 (25x40) VS-206 (25x40) VS-206 (25x40) VS-208 (25x40) VS-207 (25x40) VP-206 (25x60) VP-205 (25x40) PLACA 01 Z-08 H=0.45 C-05 Z-05 H=0.45 C-05 Z-05 H=0.45 C-05 Z-05 H=0.45 C-05 Z-05 C-07 C-02 Z-02 H=0.45 C-07 Z-07 H=0.45 H=0.45 C-06 Z-06 H=0.45 H=0.45 H=0.45 H=0.45 H=0.45 VC-001 (30x90) VC-001 (30x90) VC-001 (30x90) VC-001 (30x90) VC-001 (30x90) VC-001 (30x90) VC-002 (30x90) VC-001 (30x90) VC-001 (30x90) VC-001 (30x60) VC-001 (30x90) VC-003 (30x90) VC-001 (30x60) VC-002 (30x60) VC-002 (30x60) VC-001 (30x90) VC-003 (25x40 VC-003 (25x40 VC-003 (25x40 VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 H=0.45 C-03 Z-03 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 5 5 5 5 5 5 5 C-08 VC-004 (25x60) 5 5 5 5 5 5 5 CUADRO DE COLUMNAS TIPO bxt ESTRIBO d C-01 DETALLE SECCION C-02, C-03 04 d 3/4" d 3/8": 1@0.05,6@0.10, 0.30X0.60 4@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 06 d 5/8" C-08 C-09 2 d 3/8" C-10 0.15x0.15 0.10x0.15 0.30x0.60, 0.25x0.20 04 d 3/4" 06 d 5/8" 5 5 5 5 C-05 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 4 d 3/4" 4 d 5/8" 0.25x0.50, 0.25x0.25 C-06 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 C-07 0.25X0.35 4 d 5/8" 2 d 3/8" S d 1/4": 1@0.05,6@ 0.10, R@0.20 S d 1/4": 1@0.05,6@ 0.10, R@0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VP-207 (30x60) 5 VP-307 (30x60) VS-302 (25x40) VS-303 (25x40) VS-304 (25x40) VS-305 (25x40) VS-306 (25x40) VS-307 (25x40) VS-308 (25x40) VB-201 (15x20) VB-201 (15x20) VB-301 (15x20) VB-301 (15x20) VB-302 (15x20) 2 d 3/4" 2 d 3/4" 6 d 5/8" 5 5 2 d 3/4" 6 d 5/8" 5 2 d 3/4" 5 5 5 NPT -0.50 NPT -0.50 NPT +/-0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE Z-06 ESCALA 1.:25 DETALLE Z-06 ESCALA 1.:25 DETALLE DE ZAPATAS Z-02 ESCALA 1.:25 DETALLE DE ZAPATAS Z-01 ESCALA 1.:25 DETALLE DE ZAPATAS Z-03 ESCALA 1.:25 DETALLE DE ZAPATAS Z-07 ESCALA 1.:25 5 5 5 5 5 5 5 d 5/8" 3 d 5/8" 3 d 5/8" 2 d 5/8" 5 5 5 5 2 5 VC-002 (30x90) H=0.45 C-03 Z-03 5 VC-001 (30x90) 5 C-01 Z-01 H=0.45 NPT +/-0.00 NPT -0.50 5 5 5 5 5 5 5 3 d 5/8" 2 d 5/8" 5 5 C C A A A A B B B B B B C C 5 5 5 5 5 5 1 d 1/2"+1d3/8" 5 5 5 5 B B A A A A 5 B B B B B B A A A A B B B B B B B B B B B B B B E E F F B B B B B B B B B B 5 C C C C C C C C C C NPT +/-0.00 5 5 5 5 SECC C-C 5 D D D D D D D D 5 5 5 G G H H C C C C I I I I I I C C C C ACERO INFERIOR 1 d 1/2" @ 0.25 5 ACERO SUPERIOR 1 d 1/2" @ 0.15 ACERO SUPERIOR 1 d 1/2" @ 0.15 ACERO INFERIOR 1 d 1/2" @ 0.25 C-07 5 NPT+/-0.00 NPT +/- 0.00 PERGOLA EXISTENTE NPT +/-0.00 5 5 A' 5 5 E' 5 VB-301 (15x20) 1 d 1/2"+1d3/8" 1 d 1/2"+1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-07 Z-07 H=0.45 C-06 Z-06 C-06 Z-06 C-06 Z-06 C-06 Z-06 C-06 Z-06 5 5 5 5 5 5 NPT -0.50 TERRENO NATURAL RELLENO CON MATERIAL SELECCIONADO VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-002 (25x60) VC-003 (25x40 VC-003 (25x40 5 5 5 H=0.45 C-05 Z-05 5 C-03 C-03 PLACA 02 5 5 5 5 5 Z-08 5 5 5 5 A B C D E F 5 A' 5 5 E' 5 5 5 5 C-08 C-08 ESCENARIO DEPOSITO DE LIBROS PISO PARQUET N.P.T. +0.20 1 1 LABORATORIO 01 PISO CERAMICO ANTIDESLIZANTE \W7.21429; 0.40 X 0.40 N.P.T. +0.20 LABORATORIO 02 PISO CERAMICO ANTIDESLIZANTE \W7.21429; 0.40 X 0.40 N.P.T. +0.20 SALA DE LECTURA PISO PARQUET N.P.T. +0.20 AULA GENERAL 201 PISO VINILICO N.P.T. +0.20 AULA GENERAL 202 PISO VINILICO N.P.T. +0.20 1 1 1 1 1 1 1 1 1 1 AULA VIRTUAL 301 PISO VINILICO N.P.T. +0.20 AULA VIRTUAL 302 PISO VINILICO N.P.T. +0.20 AULA GENERAL 303 PISO VINILICO N.P.T. +0.20 AULA GENERAL 304 PISO VINILICO GABETA DE ACCESORIOS ELECTRONICOS DEPOSITO CUBICULO DE DOCENTES PISO VINILICO N.P.T. +0.20 UBICACION DE PIZARRA ACRILICA UBICACION DE PIZARRA ACRILICA JEFE DE DEPARTAMENTO PISO VINILICO DIRECCION DE ESTUDIOS PISO VINILICO N.P.T. +10.70 SECRETARIA PISO VINILICO N.P.T. +10.70 ESPERA PISO VINILICO N.P.T. +10.70 COORDINACION ACADEMICA PISO VINILICO N.P.T. +10.70 UBICACION DE PIZARRA ACRILICA UBICACION DE PIZARRA ACRILICA UBICACION DE PIZARRA ACRILICA UBICACION DE PIZARRA ACRILICA Busqueda HALL PISO CERAMICO 0.40X 0.40 N.P.T. +3.70 PASADIZO PISO CERAMICO 0.40X 0.40 N.P.T. +3.70 PASADIZO PISO CERAMICO 0.40X 0.40 N.P.T. +3.70 HALL PISO CERAMICO 0.40X 0.40 N.P.T. +3.70 PASADIZO PISO CERAMICO 0.40X 0.40 N.P.T. +3.70 PASADIZO PISO CERAMICO 0.40X 0.40 N.P.T. +3.70 DEPOSITO PROYECCION DE BARANDA h=0.90 PROYECCION DE BARANDA h=0.90 CUBICULO DE DOCENTES PISO VINILICO N.P.T. +0.20 SALA DE REUINIONES PISO VINILICO N.P.T. + 7.20 2º NIVEL N.P.T. + 3.70 1º NIVEL N.P.T. + 0.20 3º NIVEL N.P.T. + 10.70 TECHO 2º NIVEL 1º NIVEL 3º NIVEL TECHO 5 N.P.T. + 7.20 N.P.T. + 3.70 N.P.T. + 0.20 N.P.T. + 10.70 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TERRAZA PISO CERAMICO 0.40X 0.40 N.P.T. +3.70 1 1 1 1 1 1 1 1 1 1 1 1 SALON DE GRADOS PISO PARQUET N.P.T. +0.20 N.P.T. + 7.20 2º NIVEL N.P.T. + 3.70 1º NIVEL N.P.T. + 0.20 3º NIVEL N.P.T. + 10.70 TECHO 2º NIVEL 1º NIVEL 3º NIVEL TECHO N.P.T. + 7.20 N.P.T. + 3.70 N.P.T. + 0.20 N.P.T. + 10.70 V-1 TIPO ANCHO ALTURA ALFEIZER CANTIDAD MATERIAL VIDRIO OBSERVACIONES - - P2 01 CUADRO DE VANOS PRIMER PISO V1 UBICACION sala de grados 01 1.80 2.55 3.25 2.65 - 1.85 2.75 P3 01 ingreso V5 V6 02 02 0.80 4.20 1.30 1.45 V4 02 1.40 0.70 2.05 SISTEMA MODUGLASS ss.hh. , biblioteca biblioteca laboratorio, biblioteca. P1 02 SISTEMA MODUGLASS 2.00 2.95 ingreso principal DOS HOJA, GIRO 180º VAIVEN V2 04 0.80 2.25 V3 02 9.225 1.45 0.30 0.50 1.50 pasadizo y biblioteca 0.70 2.05 ss.hh. V7 02 3.45 5.25 1.20 V8 1.05 V9 6.40 V10 02 0.70 1.55 0.85 escenario del salon de grados V11 02 2.55 0.85 1.70 TRANSPARENTE e=6 mm. V12 01 5.20 0.55 2.00 02 1.25 1.70 dep. Laboratorio biblioteca 02 1.30 1.25 salon de grados laboratorio COLOR BRONCE e=8 mm. TRANSPARENTE e=8 mm. SISTEMA MODUGLASS SISTEMA MURO CORTINA SISTEMA MODUGLASS SISTEMA MODUGLASS SISTEMA MODUGLASS SISTEMA MODUGLASS SISTEMA MODUGLASS P-1 P-2 P-3 P-4 P-4 P-5 P-5 P-7 PASADIZO PISO PORCELANATO 0.40 X 0.40 N.P.T. +0.20 HALL PISO CERAMICO 0.40 X 0.40 N.P.T. +0.20 - P4 02 Laboratorios 1.20 2.55 - 0.90 2.95 P5 02 UNA HOJA, GIRO 90º ss.hh. MADERA TRIPAY CONTRAPACADO CARAPACHO TRANSPARENTE e=4 mm. P-1 SS.HH. (V) PISO CERAMICO 0.30 X 0.30 N.P.T. +0.20 S.H. (D) PISO CERAMICO \W0.88095; 0.30 X 0.30 N.P.T. +0.20 1 1 SISTEMA MODUGLASS TRANSPARENTE e=8 mm. DOS HOJA, GIRO 180º VAIVEN SISTEMA MODUGLASS DOS HOJA, GIRO 180º VAIVEN UNA HOJA, GIRO 180º VAIVEN - 0.90 2.75 P6 01 deposito libros TRANSPARENTE e=6 mm. - 0.90 2.55 P7 01 deposito laboratorios MADERA TRIPAY CONTRAPACADO CARAPACHO TUBO ELECTROSOLDADO 2"x1" UNA HOJA, GIRO 90º MADERA TRIPAY CONTRAPACADO CARAPACHO UNA HOJA, GIRO 90º V-3 V-3 V-4 V-4 V-6 V-6 V-8 V-5 V-9 V-9 V-10 V-10 V-12 V-11 V-11 V-7 V-17 V-5 V-5 V-2 V-2 SISTEMA MODUGLASS COLOR BRONCE e=8 mm. SISTEMA MODUGLASS COLOR BRONCE e=8 mm. COLOR BRONCE e=8 mm. hall de acceso COLOR BRONCE e=6 mm. COLOR BRONCE e=6 mm. COLOR BRONCE e=6 mm. COLOR BRONCE e=8 mm. laboratorio, biblioteca. ELEVACION LATERAL SISTEMA MODUGLASS COLOR BRONCE e=6 mm. SISTEMA MODUGLASS COLOR BRONCE e=8 mm. laboratorio, biblioteca. COLOR BRONCE e=6 mm. TRANSPARENTE e=6 mm. TIPO ANCHO ALTURA ALFEIZER CANTIDAD MATERIAL VIDRIO OBSERVACIONES CUADRO DE VANOS SEGUNDO PISO UBICACION V5 V6 02 02 0.80 4.20 1.30 1.40 V4 01 1.40 0.70 2.05 SISTEMA MODUGLASS ss.hh. damas aulas V2 04 0.80 2.25 0.50 0.70 2.05 ss.hh. varones V8 1.15 V9 6.40 V13 01 6.40 0.55 2.00 aulas 202, 203 V14 02 7.50 5.00 1.10 V15 01 1.175 1.55 1.20 02 1.25 1.70 aulas 02 1.30 1.25 pasadizo cubiculo docente SISTEMA MODUGLASS SISTEMA MODUGLASS SISTEMA MODUGLASS SISTEMA MURO CORTINA SISTEMA MODUGLASS - P4 02 aulas 1.20 2.55 - 0.90 2.95 P5 02 UNA HOJA, GIRO 90º ss.hh. MADERA TRIPAY CONTRAPACADO CARAPACHO TRANSPARENTE e=4 mm. TRANSPARENTE e=4 mm. UNA HOJA, GIRO 180º VAIVEN - 0.90 2.75 P8 01 cubiculo de docentes TRANSPARENTE e=8 mm. MADERA TRIPAY CONTRAPACADO CARAPACHO UNA HOJA, GIRO 90º SISTEMA MODUGLASS COLOR BRONCE e=8 mm. hall de acceso COLOR BRONCE e=6 mm. COLOR BRONCE e=6 mm. COLOR BRONCE e=6 mm. SISTEMA MODUGLASS COLOR BRONCE e=6 mm. SISTEMA MODUGLASS COLOR BRONCE e=8 mm. aulas COLOR BRONCE e=6 mm. TRANSPARENTE e=6 mm. P-4 P-5 P-5 P-4a P-4a P-4 P-8 - P4a 02 aulas 1.20 2.75 MADERA TRIPAY CONTRAPACADO CARAPACHO TRANSPARENTE e=4 mm. UNA HOJA, GIRO 180º VAIVEN SISTEMA MODUGLASS V-8 V-5 V-9 V-9 V-4 V-5 V-5 V-6 V-6 V-13 V-13 V-14 V-14 COLOR BRONCE e=8 mm. VER ELEVACION PRINCIPAL V-15 V-16 V16 01 1.195 1.55 1.20 SISTEMA MODUGLASS COLOR BRONCE e=6 mm. cubiculo docente V17 caja escaleras y hall 01 SISTEMA MURO CORTINA GRIS OSCURO e=8 mm. TIPO ANCHO ALTURA ALFEIZER CANTIDAD MATERIAL VIDRIO OBSERVACIONES CUADRO DE VANOS TERCER PISO UBICACION V5 V6 02 02 0.80 4.20 1.30 1.45 V4 01 1.40 0.70 2.05 SISTEMA MODUGLASS ss.hh. damas aula, reg. academico 0.70 2.05 ss.hh. varones V9 6.40 V13 01 6.40 0.55 2.00 aulas 202, 203 V15 01 1.175 1.55 1.20 02 1.30 1.25 cubiculo docente SISTEMA MODUGLASS SISTEMA MODUGLASS SISTEMA MODUGLASS SISTEMA MODUGLASS - P4 02 aulas 1.20 2.55 - 0.90 2.95 P5 02 UNA HOJA, GIRO 90º ss.hh. MADERA TRIPAY CONTRAPACADO CARAPACHO TRANSPARENTE e=4 mm. TRANSPARENTE e=4 mm. UNA HOJA, GIRO 180º VAIVEN - 0.90 2.75 P8 01 cubiculo de docentes TRANSPARENTE e=8 mm. MADERA TRIPAY CONTRAPACADO CARAPACHO UNA HOJA, GIRO 90º COLOR BRONCE e=6 mm. COLOR BRONCE e=6 mm. COLOR BRONCE e=6 mm. SISTEMA MODUGLASS COLOR BRONCE e=8 mm. aula, oficinas. COLOR BRONCE e=6 mm. TRANSPARENTE e=6 mm. - P4a 02 aulas 1.20 2.75 MADERA TRIPAY CONTRAPACADO CARAPACHO TRANSPARENTE e=4 mm. UNA HOJA, GIRO 180º VAIVEN SISTEMA MODUGLASS V16 01 1.195 1.55 1.20 SISTEMA MODUGLASS COLOR BRONCE e=6 mm. cubiculo docente 01 V-13 V-9 V-9 V-6 V-6 P-4 P-5 P-5 P-4a P-8 - 1.80 2.75 P9 01 DOS HOJA, GIRO 180º ingreso area administrativa TRANSPARENTE e=6 mm. - 0.90 2.40 P10 04 oficinas TRANSPARENTE e=6 mm. UNA HOJA, GIRO 90º P-9 P-10 P-10 P-10 P-10 P-2 - P2 01 terraza 1.80 2.95 SISTEMA MODUGLASS COLOR BRONCE e=8 mm. DOS HOJA, GIRO 180º VAIVEN TUBO ELECTROSOLDADO 2" X 1" TUBO ELECTROSOLDADO 2" X 1" - 0.95 2.90 P11 01 DOS HOJA, GIRO 180º gabeta accesorios electronicos TRANSPARENTE e=4 mm. - 0.95 2.90 P12 01 deposito sala reuniones TRANSPARENTE e=4 mm. UNA HOJA, GIRO 90º P-11 P-12 MADERA TRIPAY CONTRAPACADO CARAPACHO MADERA TRIPAY CONTRAPACADO CARAPACHO V-15 V-16 V-5 V-5 V-4 V-18 V-18 V-19 V18 01 2.10 1.50 1.45 aula, sala reuniones SISTEMA MODUGLASS TRANSPARENTE e=6 mm. V19 01 3.75 1.05 1.70 TUBO ELECTROSOLDADO CATEDRAL. cubiculo docente V-20 V20 01 6.90 2.05 0.90 terraza SISTEMA MODUGLASS COLOR BRONCE e=8 mm. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROYECCION DE BARANDA METALICA Ø 2" PROYECCION DE BARANDA METALICA Ø 2" 1 1 1 1 1 1 V-2 V-2 P-6 V-2 V-2 V-2 V-2 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 A' 5 5 E' 5 5 5 5 A B C D E F 5 A' 5 5 E' 5 5 5 5 5 DETALLE PLACA P-01 5 5 5 5 5 04 d 3/4" 06 d 5/8" 2 d 3/4" 2 d 3/4" 06 d 5/8" d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 0.30x0.60, 0.25x0.20 C-04 2 d 3/4" 2 d 3/4" 2 d 5/8" 5 5 5 5 0.25x0.25 5 5 4 d 5/8" 4 d 5/8" 2 d 1/2" 2 d 3/4" 2 d 3/4" 6 d 5/8" 5 5 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 0.30X0.60 NPT -0.50 5 5 5 5 5 COLUMNA ACERO VERTICAL 1 d 1/2"@0.20 ACERO HORIZONTAL 1 d 3/8"@0.25 5 5 5 5 5 5 5 5 5 5 5 5 1 d 3/8"@0.25 1 d 1/2" @ 0.15 COLUMNA 5 1 d 1/2"@0.20 04 d 3/4" 06 d 5/8" COLUMNA 04 d 3/4" 06 d 5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FALSA ZAPATA ZAPATA NPT +/-0.00 CORTE A-A 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" @ 0.20 1d 1/2" @ 0.20 1d 1/2" @ 0.20 1d 1/2" @ 0.20 1d 3/8" @ 0.20 1d 3/8" @ 0.20 1d 3/8" @ 0.20 CORTE B-B 5 5 5 5 5 5 5 5 5 PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" @ 0.20 MUROS LATRERALES 1d 1/2" @ 0.20 1d 1/2" @ 0.20 ESCALA 1.:25 ESCALA 1.:25 ESCALA 1.:25 ESCALA 1.:25 DETALLE DE TANQUE ELEVADO ESCALA 1.:25 1d 3/8" @ 0.20 1d 3/8" @ 0.20 1d 1/2" @ 0.20 1d 1/2" @ 0.20 1d 3/8" @ 0.20 1d 1/2" @ 0.20 1d 1/2" @ 0.20 1d 1/2" @ 0.20 5 5 5 5 5 5 1@3/8"@0.20 1@3/8"@0.20 5 5 5 5 1@1/2"@0.20 1@1/2"@0.20 5 5 5 5 5 5 5 5 5 5 5 1@1/2"@0.20 1@1/2"@0.20 1@3/8"@0.20 1@3/8"@0.20 01 02 03 04 05 06 07 08 09 11 12 13 14 15 16 17 18 DETALLE DE ESCALERA VP-015 NPT +0.20 5 5 5 5 5 5 1@1/2"@0.20 1@3/8"@0.20 1@3/8"@0.20 1@1/2"@0.20 5 5 5 1@3/8"@0.20 5 5 5 1@1/2"@0.20 1@1/2"@0.20 5 5 5 5 5 ESCALA 1.:25 SEGUNDO TRAMO PRIMER TRAMO 1@3/8"@0.20 10 09 A A B B 5 5 5 5 5 5 5 TAPA METALICA e=1/20" 5 TUB. DE VENTILACION F° G° d 2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" @ 0.20 1d 1/2" @ 0.20 1d 1/2" @ 0.20 1d 1/2" @ 0.20 A A B B 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" @ 0.20 1d 1/2" @ 0.20 A A B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ACERO DE TEMPERATURA d 1/4"@0.25 1 d 1/2" 1 d 1/2" ACERO VERTICAL 1 d 1/2"@0.25 ACERO HORIZONTAL 1 d 3/8"@0.25 5 5 5 5 5 NPT +/-0.00 NPT +/-0.00 NPT +/-0.00 5 5 5 5 5 5 3 d 5/8" 2 d 5/8" SECC A-A 5 NPT +/-0.00 5 NPT -0.50 RELLENO CON MATERIAL SELECCIONADO RELLENO CON MATERIAL PROPIO 5 5 5 5 3 d 5/8" 2 d 5/8" 5 NPT +/-0.00 5 NPT -0.50 RELLENO CON MATERIAL SELECCIONADO RELLENO CON MATERIAL PROPIO 5 5 SECC A-A 5 5 5 5 d 5/8" 3 d 5/8" 5 NPT +/-0.00 5 NPT -0.50 RELLENO CON MATERIAL PROPIO 5 5 SECC B-B RELLENO CON MATERIAL SELECCIONADO 5 5 5 5 5 d 5/8" 3 d 5/8" 5 NPT +/-0.00 5 NPT -0.50 RELLENO CON MATERIAL PROPIO 5 5 SECC B-B RELLENO CON MATERIAL SELECCIONADO 5 5 5 5 5 5 3 d 3/4" 2 d 5/8" 3 d 3/4" RELLENO CON MATERIAL PROPIO 2 d 1/2" NPT +/-0.00 5 5 5 5 SECC C-C 5 5 NPT -0.50 TERRENO NATURAL RELLENO CON MATERIAL SELECCIONADO 5 3 d 3/4" 2 d 5/8" 3 d 3/4" RELLENO CON MATERIAL PROPIO 2 d 1/2" NPT +/-0.00 5 5 5 5 SECC D-D 5 5 NPT -0.50 TERRENO NATURAL RELLENO CON MATERIAL SELECCIONADO 5 3 d 3/4" 2 d 5/8" 3 d 3/4" RELLENO CON MATERIAL PROPIO 2 d 1/2" 5 5 5 5 5 3 d 5/8" 2 d 5/8" SECC A-A 5 NPT +/-0.00 5 NPT -0.50 RELLENO CON MATERIAL PROPIO 5 RELLENO CON MATERIAL SELECCIONADO 5 5 5 5 d 5/8" 3 d 5/8" 5 NPT +/-0.00 5 NPT -0.50 RELLENO CON MATERIAL PROPIO 5 5 SECC B-B RELLENO CON MATERIAL SELECCIONADO 5 NPT +/-0.00 5 5 5 5 SECC C-C 5 5 NPT -0.50 TERRENO NATURAL RELLENO CON MATERIAL SELECCIONADO 5 3 d 3/4" 2 d 5/8" 3 d 3/4" RELLENO CON MATERIAL PROPIO 2 d 1/2" 5 NPT +/-0.00 5 5 5 5 SECC D-D 5 5 NPT -0.50 TERRENO NATURAL RELLENO CON MATERIAL SELECCIONADO 5 3 d 3/4" 2 d 5/8" 3 d 3/4" RELLENO CON MATERIAL PROPIO 2 d 1/2" 5 5 5 5 5 d 5/8" 3 d 5/8" NPT +/-0.00 5 NPT -0.50 RELLENO CON MATERIAL PROPIO 5 SECC E-E RELLENO CON MATERIAL SELECCIONADO 5 5 5 5 d 5/8" 3 d 5/8" 5 NPT +/-0.00 5 NPT -0.50 5 SECC F-F 5 5 5 RELLENO CON MATERIAL SELECCIONADO 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 \LESPECIFICACIONES T\U+00C9CNICAS 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 ROCOSO t = 27.00 Kg/cm² CAPACIDAD PORTANTE DEL TERRENO t = 0.80 Kg/cm² Ast d 1/4 @ 0.25 LADRILLO HUECO MECANIZADO 15X15X30 CM DETALLE DE LOSA ALIGERADA CON LADRILLO HUECO (Espesor = 20 cm) 0.10 0.30 0.10 0.30 0.10 0.15 0.05 0.20 Acero de Temperatura As Especificado en Planta de Aligerados m L/3 VALORES DE m L/4 L/4 L/3 5/8" 3/4" 1/2" 3/8" Ø 0.50 m m 0.65 m REFUERZO INFERIOR 0.40 m 0.40 m H : CUALQUIERA L/4 0.40 m L/3 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 L 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 12 db rmin ldg 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 ldg db 12 db r 10 db db r 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 DETALLE DE DOBLECES EN GENERAL EN BARRAS LONGITUDINALES db NPT +0.20 5 5 SECC G-G 5 5 5 NPT +0.20 5 5 5 SECC H-H 5 5 NPT +0.20 5 5 NPT +0.20 5 5 5 SECC I-I 5 5 5 5 5 SECC J-J MURO DE LADRILLO SOGA NPT +0.20 5 DETALLE DE ZAPATAS Z-03 ESCALA 1.:25 DETALLE DE ZAPATAS Z-03 ESCALA 1.:25 DETALLE DE ZAPATAS Z-03 ESCALA 1.:25 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 \LESPECIFICACIONES T\U+00C9CNICAS 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 ROCOSO t = 27.00 Kg/cm² CAPACIDAD PORTANTE DEL TERRENO t = 0.80 Kg/cm² NPT +/-0.00 NPT +/-0.00 NPT +/-0.00 NPT +/-0.00 NPT +/-0.00 5 5 5 RELLENO CON MATERIAL SELECCIONADO 5 5 5 5 5 As. SUP. 1 d 1/2"@0.15 As. INF. 1 d 1/2"@0.25 5 5 5 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 \LESPECIFICACIONES T\U+00C9CNICAS 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 ROCOSO t = 27.00 Kg/cm² CAPACIDAD PORTANTE DEL TERRENO t = 0.80 Kg/cm² 5 5 5 CORTE B-B ESCALA 1.:25 5 5 5 5 5 d 3/8": 1@0.05,6@0.10, 3@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 3@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 2@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 2@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 2@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 2@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 2@0.15, R@0.25 CUADRO DE COLUMNAS TIPO bxt ESTRIBO d C-01 DETALLE SECCION C-02, C-03 04 d 3/4" d 3/8": 1@0.05,6@0.10, 0.30X0.60 4@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 06 d 5/8" C-08 2 d 1/2" C-10 2 d 3/8" C-11 0.15x0.15 0.10x0.15 0.30x0.60, 0.25x0.20 04 d 3/4" 06 d 5/8" 5 5 5 5 C-05 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 4 d 3/4" 4 d 5/8" 0.25x0.50, 0.25x0.25 C-06 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 C-07 0.25X0.35 4 d 5/8" 2 d 3/8" S d 1/4": 1@0.05,6@ 0.10, R@0.20 S d 1/4": 1@0.05,6@ 0.10, R@0.20 2 d 3/4" 2 d 3/4" 6 d 5/8" 5 5 2 d 3/4" 6 d 5/8" 5 2 d 3/4" 5 5 5 5 5 5 5 5 5 04 d 3/4" 06 d 5/8" 2 d 3/4" 2 d 3/4" 06 d 5/8" d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 0.30x0.60, 0.25x0.20 C-04 2 d 3/4" 2 d 3/4" 2 d 5/8" 5 5 5 5 0.25x0.25 5 5 4 d 5/8" 4 d 5/8" 2 d 1/2" 2 d 3/4" 2 d 3/4" 6 d 5/8" 5 5 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 0.30X0.60 5 5 5 5 5 5 5 5 DETALLE DE PLACA 02 ESCALA 1.:25 SECC X-X d 3/8": 1@0.05,6@0.10, 6@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 6@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 6@0.15, R@0.25 d 3/8": 1@0.05,6@0.10, 4@0.15, R@0.25 d 3/8": 1@0.05,4@0.10, 4@0.15, R@0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 1 d 1/2"@0.15 5 5 2 d 5/8" 2 d 1/2" 2 d 5/8" 04 d 3/4" 06 d 5/8" VC-002 VC-002 VC-002 VC-001 VC-001 VC-001 VC-003 04 d 3/4" 06 d 5/8" 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 \LESPECIFICACIONES T\U+00C9CNICAS 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 ROCOSO t = 27.00 Kg/cm² CAPACIDAD PORTANTE DEL TERRENO t = 0.80 Kg/cm² Ast d 1/4 @ 0.25 LADRILLO HUECO MECANIZADO 15X15X30 CM DETALLE DE LOSA ALIGERADA CON LADRILLO HUECO (Espesor = 20 cm) 0.10 0.30 0.10 0.30 0.10 0.15 0.05 0.20 Acero de Temperatura As Especificado en Planta de Aligerados Ast d 1/4 @ 0.25 LADRILLO HUECO MECANIZADO 15X15X30 CM DETALLE DE LOSA ALIGERADA CON LADRILLO HUECO (Espesor = 20 cm) 0.10 0.30 0.10 0.30 0.10 0.15 0.05 0.20 Acero de Temperatura As Especificado en Planta de Aligerados 5 5 C-09 C-09 C-09 C-09 C-10 C-10 C-10 5 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 1" 2 d 5/8" 3 d 1" 2 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 1" 1 d 5/8" 2 d 3/4" 2 d 3/4" 1 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 3 d 3/4" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 3 d 3/4" 2 d 5/8" 3 d 3/4" 2 d 3/4" 1 d 5/8" 2 d 3/4" A B C <> 5 A B C <> 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" A B C <> 5 D E F 5 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" 1 d 5/8" 1 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" 1 d 5/8" A B C <> 5 D E F 5 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 5 5 5 5 35 35 36 36 35 35 35 35 36 36 37 37 37 37 40 40 41 41 40 40 40 40 41 41 42 42 42 42 32 32 33 33 32 32 33 32 32 38 38 43 43 68 68 69 69 68 68 69 68 68 68 68 69 33 32 32 29 29 30 30 29 29 29 29 30 30 29 29 31 31 34 34 SECC 29-29 2 d 1/2" 5 5 2 d 5/8" + 2 d 3/4" 2 d 3/4" SECC 30-30 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 1 d 5/8" SECC 32-32 2 d 1/2" 5 5 2 d 5/8" + 2 d 3/4" 2 d 3/4" SECC 33-33 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 1 d 5/8" SECC 31-31 5 5 2 d 5/8" + 2 d 3/4" 2 d 5/8" + 2 d 3/4" SECC 34-34 5 5 2 d 5/8" + 2 d 3/4" 2 d 5/8" + 2 d 3/4" DETALLE DE VP-201 ESCALA 1:25 EJE 1-1 DETALLE DE VP-201 ESCALA 1:25 EJE 1-1 39 39 DETALLE DE VP-202 ESCALA 1:25 EJE 2-2 DETALLE DE VP-203 ESCALA 1:25 EJE 3-3 65 65 66 66 65 65 65 65 66 66 65 65 67 67 70 70 SECC 65-65 2 d 1/2" 5 5 4 d 5/8" 2 d 3/4" SECC 66-66 2 d 1/2" 5 5 2 d 5/8" 3 d 5/8" SECC 67-67 5 5 4 d 5/8" 2 d 5/8" DETALLE DE VP-301 ESCALA 1:25 EJE 1-1 DETALLE DE VP-301 ESCALA 1:25 EJE 1-1 SECC 68-68 2 d 1/2" 5 5 4 d 5/8" 2 d 3/4" SECC 69-69 2 d 1/2" 5 5 2 d 5/8" 3 d 5/8" SECC 70-70 5 5 4 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 3 d 5/8" A B C <> 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 5 5 5 76 76 77 77 76 76 76 76 77 77 76 76 76 76 77 77 76 76 5 DETALLE DE VP-303 ESCALA 1:25 EJE 3-3 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" A B C <> 5 DETALLE DE VP-101 ESCALA 1:25 EJE 1-1 2 d 1/2" 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 01 01 02 02 01 01 01 01 02 02 01 01 01 01 03 03 01 01 SECC 01-01 2 d 1/2" 5 5 2 d 5/8" + 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" SECC 02-02 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 1 d 5/8" SECC 03-03 2 d 1/2" 5 5 2 d 3/4 + 2 d 5/8" D E F 5 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 01 01 02 02 01 01 01 01 02 02 01 01 2 d 5/8" 2 d 1" 2 d 5/8" 3 d 1" 2 d 3/4" 3 d 3/4" 2 d 5/8" 3 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 1" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 1 d 3/4" A B C <> 5 2 d 1/2" 2 d 1/2" 2 d 1/2" DETALLE DE VP-102 ESCALA 1:25 EJE 2-2 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 04 04 05 05 04 04 04 04 05 05 06 06 06 06 07 07 2 d 1" 2 d 1" 2 d 5/8" 3 d 3/4" 3 d 3/4" 2 d 5/8" 3 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 1 d 3/4" D E F 5 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 06 06 06 06 05 05 04 04 05 04 04 04 04 05 SECC 04-04 2 d 1/2" 5 5 2 d 5/8" + 3 d 3/4" 2 d 3/4" SECC 05-05 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 1 d 5/8" SECC 06-06 2 d 1/2" 5 5 2 d 3/4 " SECC 07-07 2 d 1/2" 5 5 2 d 3/4 + 3 d 1" 2 d 5/8" + 2 d 1"+ 2 d 3/4" 2 d 5/8" + 1 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 3 d 3/4" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" A B C <> 2 d 1/2" 2 d 1/2" 2 d 1/2" DETALLE DE VP-103 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 5 08 08 09 09 08 08 08 08 09 09 10 10 10 10 11 11 3 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" D E F 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 5 10 10 10 10 09 09 08 08 09 08 08 08 08 09 SECC 08-08 2 d 1/2" 5 5 2 d 5/8" + 2 d 3/4" 2 d 3/4" SECC 09-09 2 d 1/2" 5 5 2 d 5/8" SECC 10-10 2 d 1/2" 5 5 2 d 3/4 " SECC 11-11 2 d 1/2" 5 5 2 d 3/4 + 2 d 5/8" 2 d 5/8" d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 1/2" 1 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" 1 2 3 4 <> 5 5 DETALLE DE VP-104 ESCALA 1:25 EJE 4-4 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" DETALLE DE VP-105 ESCALA 1:25 EJE 4-4 DETALLE DE VS-101 ; VS-106 ESCALA 1:25 EJE A-A ; EJE F-F 5 5 5 5 5 5 5 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 5 5 5 5 A <> A' E' F <> 5 5 4 d 5/8" 2 d 5/8" SECC 12-12 5 5 3 d 5/8" SECC 13-13 2 d 5/8" 12 12 13 13 12 12 14 14 15 15 14 14 5 5 4 d 5/8" 2 d 5/8" SECC 14-14 5 5 3 d 5/8" SECC 15-15 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 1/2" 2 d 5/8" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 1 2 3 <> 5 DETALLE DE VS-102 ; VS-105 ESCALA 1:25 EJE B-B ; EJE E-E 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 20 20 20 20 21 21 20 20 20 20 21 21 20 20 20 20 16 16 17 17 16 16 16 16 17 17 18 18 18 18 19 19 18 18 5 5 2 d 1/2" + 2 d 5/8" 2 d 5/8" SECC 16-16 5 5 SECC 17-17 2 d 1/2" 5 5 2 d 5/8" + 1 d 1/2" SECC 18-18 5 5 SECC 19-19 2 d 1/2" 2 d 5/8" 2 d 5/8" + 1 d 1/2" 2 d 1/2" + 2 d 5/8" 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 20-20 5 5 SECC 21-21 2 d 1/2" 3 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 1 2 3 3' <> 5 5 5 5 DETALLE DE VS-103 ; VS-104 ESCALA 1:25 EJE C-C ; EJE D-D 5 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 22 22 22 22 23 23 22 22 22 22 23 23 22 22 22 22 23 23 22 22 22 22 23 23 22 22 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 22-22 5 5 SECC 23-23 2 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 C D <> VS-104 VS-103 28 28 28 28 5 5 SECC 28-28 3 d 1/2" 3 d 1/2" 2 d 1/2" 3 d 1/2" 3 d 1/2" 2 d 5/8" 2 d 5/8" DETALLE DE VS-107 ESCALA 1:25 5 5 3 4 EJE A'-A' DETALLE DE VS-108 5 5 3 4 2 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 2 d 5/8" 2 d 5/8" 5 ESCALA 1:25 EJE E'-E' 24 24 25 25 24 24 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 24-24 5 5 SECC 25-25 2 d 1/2" 3 d 1/2" 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 26-26 5 5 SECC 27-27 2 d 1/2" 3 d 1/2" 26 26 27 27 26 26 5 2 d 5/8" + 3 d 3/4" 2 d 3/4 + 1 d 5/8" 2 d 1" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 1" 2 d 3/4" D E F 5 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 37 37 37 37 36 36 35 35 36 35 35 35 35 36 SECC 35-35 2 d 1/2" 5 5 2 d 5/8" + 3 d 3/4" 2 d 3/4" SECC 36-36 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 1 d 5/8" SECC 37-37 2 d 1/2" 5 5 2 d 3/4 " SECC 38-38 2 d 1/2" 5 5 2 d 3/4 + 3 d 1" 2 d 5/8" + 2 d 1"+ 2 d 3/4" 2 d 5/8" + 1 d 3/4" SECC 39-39 5 5 2 d 5/8" + 2 d 3/4" 2 d 5/8" + 2 d 3/4" 39 39 3 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 42 42 42 42 41 41 40 40 41 40 40 40 40 41 SECC 40-40 2 d 1/2" 5 5 2 d 5/8" + 3 d 3/4" 2 d 3/4" SECC 41-41 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 1 d 5/8" SECC 42-42 SECC 43-43 2 d 1/2" 5 5 2 d 3/4 " 2 d 1/2" 5 5 2 d 3/4 + 2 d 5/8" 2 d 5/8" 2 d 5/8" + 3 d 3/4" 2 d 1/2" 3 d 1/2" 3 d 1/2" 2 d 5/8" 2 d 5/8" DETALLE DE VS-207 ESCALA 1:25 5 5 3 4 EJE A'-A' DETALLE DE VS-208 5 5 3 4 2 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 2 d 5/8" 2 d 5/8" 5 ESCALA 1:25 EJE E'-E' 61 61 62 62 61 61 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 61-61 5 5 SECC 62-62 2 d 1/2" 3 d 1/2" 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 63-63 5 5 SECC 64-64 2 d 1/2" 3 d 1/2" 63 63 64 64 63 63 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" DETALLE DE VP-204 ESCALA 1:25 EJE 4-4 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" DETALLE DE VP-205 ESCALA 1:25 EJE 4-4 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 5 5 5 5 A <> A' E' F <> 5 5 4 d 5/8" 2 d 5/8" SECC 44-44 5 5 3 d 5/8" SECC 45-45 2 d 5/8" 44 44 45 45 44 44 46 46 47 47 46 46 5 5 4 d 5/8" 2 d 5/8" SECC 46-46 5 5 3 d 5/8" SECC 47-47 2 d 5/8" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 5/8" C D 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 DETALLE DE VP-206 ESCALA 1:25 EJE 3'-3' 48 48 49 49 48 48 SECC 48-48 2 d 1/2" 5 5 2 d 5/8" + 2 d 3/4" 2 d 3/4 SECC 49-49 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 1/2" 1 d 1/2" 1 2 3 4 <> 5 5 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 5 5 5 5 52 52 53 52 52 52 52 53 53 54 54 54 54 55 55 54 54 56 56 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" C D 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 50 50 51 51 50 50 SECC 50-50 2 d 1/2" 5 5 4 d 5/8" 2 d 5/8" SECC 51-51 2 d 1/2" 5 5 2 d 5/8" 4 d 5/8" 5 5 2 d 1/2" + 2 d 5/8" 2 d 5/8" SECC 52-52 5 5 SECC 53-53 2 d 1/2" 5 5 2 d 5/8" + 1 d 1/2" SECC 54-54 5 5 SECC 55-55 2 d 1/2" 2 d 5/8" 2 d 5/8" + 1 d 1/2" 2 d 1/2" + 2 d 5/8" SECC 56-56 5 5 2 d 5/8" + 2 d 1/2" 2 d 5/8" 53 DETALLE DE VP-207 ESCALA 1:25 EJE 3'-3' 5 DETALLE DE VS-201 ; VS-206 ESCALA 1:25 EJE A-A ; EJE F-F 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 1/2" 2 d 5/8" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 1 2 3 <> 5 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 5 5 57 57 57 57 58 58 57 57 57 57 58 58 57 57 57 57 DETALLE DE VS-202 ; VS-205 ESCALA 1:25 EJE B-B ; EJE E-E 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 57-57 5 5 SECC 58-58 2 d 1/2" 3 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 2 d 5/8" 1 2 3 3' <> 5 5 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 5 5 5 5 DETALLE DE VS-203 ; VS-204 ESCALA 1:25 EJE C-C ; EJE D-D 5 5 2 d 1/2" + 2 d 5/8" 3 d 1/2" SECC 59-59 5 5 SECC 60-60 2 d 1/2" 3 d 1/2" 59 59 59 59 60 60 59 59 59 59 60 60 59 59 59 59 60 60 59 59 59 59 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" 2 d 5/8" 3 d 5/8" A <> 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 5 71 71 72 72 71 71 71 71 72 72 73 73 73 73 74 74 75 75 DETALLE DE VP-202 ESCALA 1:25 EJE 2-2 2 d 5/8" 2 d 5/8" D E F 5 5 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 73 73 73 73 72 72 71 71 72 71 71 71 71 72 SECC 71-71 2 d 1/2" 5 5 4 d 5/8" 3 d 5/8" SECC 72-72 2 d 1/2" 5 5 2 d 5/8" 3 d 5/8" SECC 73-73 2 d 1/2" 5 5 2 d 5/8 " SECC 74-74 2 d 1/2" 5 5 5 d 5/8" 5 d 5/8" 3 d 5/8" SECC 75-75 5 5 2 d 5/8" + 2 d 3/4" 2 d 5/8" + 2 d 3/4" 75 75 2 d 5/8" 2 d 5/8" D E F 5 5 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 5 5 76 76 77 77 76 76 77 76 76 76 76 77 SECC 76-76 2 d 1/2" 5 5 4 d 5/8" 3 d 5/8" SECC 77-77 2 d 1/2" 5 5 2 d 5/8" 3 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 1/2" 1 d 1/2" DETALLE DE VP-304 ESCALA 1:25 EJE 4-4 DETALLE DE VP-305 ESCALA 1:25 EJE 4-4 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 1/2" 1 d 1/2" d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 5 5 A <> A' E' F <> 5 5 5 5 2 d 5/8" + 2 d 1/2" 2 d 5/8" SECC 78-78 5 5 2 d 5/8" + 1 d 1/2" SECC 79-79 2 d 5/8" 78 78 79 79 78 78 80 80 81 81 80 80 5 5 2 d 5/8" + 2 d 1/2" 2 d 5/8" SECC 80-80 5 5 2 d 5/8" + 1 d 1/2" SECC 81-81 2 d 5/8" 1 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 3 d 1/2" 1 2 3 4 <> 5 5 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 82 82 83 82 82 82 82 83 83 82 82 82 82 83 83 82 82 83 84 84 5 5 3 d 1/2" 3 d 1/2" SECC 82-82 5 5 SECC 83-83 2 d 1/2" SECC 84-84 5 5 3 d 1/2" 2 d 5/8" 3 d 1/2" DETALLE DE VS-301 ; VS-306 ESCALA 1:25 EJE A-A ; EJE F-F 1 2 3 <> 5 2 d 1/2" 2 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 3 d 1/2" 2 d 1/2" 1 d 1/2" d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 1 d 1/2" 85 85 85 85 86 86 85 85 85 85 86 86 85 85 85 85 3 d 1/2" DETALLE DE VS-302 ; VS-305 ESCALA 1:25 EJE B-B ; EJE E-E 5 5 3 d 1/2" 3 d 1/2" SECC 85-85 5 5 SECC 86-86 2 d 1/2" 3 d 1/2" 1 2 3 <> 5 2 d 1/2" 2 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 3 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 5 5 87 87 88 88 87 87 87 87 88 88 87 87 87 87 5 5 3 d 1/2" 3 d 1/2" SECC 87-87 5 5 SECC 88-88 2 d 1/2" 3 d 1/2" DETALLE DE VS-303 ; VS-304 ESCALA 1:25 EJE C-C ; EJE D-D 2 d 1/2" 3 d 1/2" 3 d 1/2" 1 d 1/2" 1 d 1/2" DETALLE DE VS-307 ESCALA 1:25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 3 4 5 EJE A'-A' DETALLE DE VS-307 ESCALA 1:25 d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 5 5 3 4 EJE A'-A' 2 d 1/2" 3 d 1/2" 3 d 1/2" 1 d 1/2" 1 d 1/2" 89 89 90 90 89 89 91 91 92 92 91 91 5 5 5 3 d 1/2" 3 d 1/2" SECC 89-89 5 5 SECC 90-90 2 d 1/2" 3 d 1/2" 5 5 3 d 1/2" 3 d 1/2" SECC 91-91 5 5 SECC 92-92 2 d 1/2" 3 d 1/2" 2 d 1/2" 1 d 1/2" 1 d 1/2" 3 d 1/2" 3 d 1/2" F 5 5 <> d 3/8": 1@0.05, 4@0.10, 4 @0.15, R @0.25 DETALLE DE VS-403 ; VS-404 ESCALA 1:25 EJE C-C ; EJE D-D 5 5 3 d 1/2" 3 d 1/2" SECC 93-93 5 5 SECC 94-94 2 d 1/2" 3 d 1/2" 93 93 94 94 93 93 1 d 3/8"@0.25 1 d 1/2"@0.25 5 5 5 Ast d 1/4 @ 0.25 LADRILLO HUECO MECANIZADO 15X15X30 CM DETALLE DE LOSA ALIGERADA CON LADRILLO HUECO (Espesor = 20 cm) 0.10 0.30 0.10 0.30 0.10 0.15 0.05 0.20 Acero de Temperatura As Especificado en Planta de Aligerados 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 d 1" 2 d 5/8" 3 d 1" 2 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 1" 1 d 5/8" 2 d 3/4" 2 d 3/4" 1 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 3 d 3/4" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 3 d 3/4" 2 d 5/8" 3 d 3/4" 2 d 3/4" 1 d 5/8" 2 d 3/4" A B C <> 5 A B C <> 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 35 35 36 36 35 35 35 35 36 36 37 37 37 37 40 40 41 41 40 40 40 40 41 41 42 42 42 42 38 38 43 43 DETALLE DE VP-201 ESCALA 1:25 EJE 1-1 39 39 DETALLE DE VP-202 ESCALA 1:25 EJE 2-2 DETALLE DE VP-203 ESCALA 1:25 EJE 3-3 5 2 d 1" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 1" 2 d 3/4" D E F 5 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 37 37 37 37 36 36 35 35 36 35 35 35 35 36 39 39 3 d 3/4" 3 d 3/4" 2 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 3/4" 1 d 5/8" 1 d 5/8" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 5 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 d 3/8": 1@0.05, 8@0.10,6@0.15, R @0.25 42 42 42 42 41 41 40 40 41 40 40 40 40 41 SECC 40-40 2 d 1/2" 5 5 2 d 5/8" + 3 d 3/4" 2 d 3/4" SECC 41-41 2 d 1/2" 5 5 2 d 5/8" 2 d 3/4 + 1 d 5/8" SECC 42-42 SECC 43-43 2 d 1/2" 5 5 2 d 3/4 " 2 d 1/2" 5 5 2 d 3/4 + 2 d 5/8" 2 d 5/8" 2 d 5/8" + 3 d 3/4" 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, béton armé, classrooms, College, concrete, DWG, electrical, formwork, hall, laboratories, mechanics, plan, reinforced concrete, schalung, school, stahlbeton, structure, town

DWG_Blocks

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