Earthquake Resistant Primary School–Structural DWG Block for AutoCAD

Earthquake Resistant Primary School–Structural DWG Block for AutoCAD

Foundations, columns, beams, roof.

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

project :, sub-project :, owner :, location :, contains :, esc., lamina :, date :, better. infra. educ chakopishiato, classrooms, native community chakopishiato, dept. cusco, prov. the convention, dist. chakopishiato, plant, cuts, elevations, iron d according to light, joist, made on site, concrete rack, crockery, sports, pavilion, street, stadium ce, courtyard of honor, ramp, direction, computer center, hall, ledge, between axes b, ss.hh., hall, sh males, s.h. ladies, force house, guardian, date :, ojeda.salcedo.olazaval architects associated, project development :, dist. prov. and department: cusco, university city of perayoc, ojeda. salcedo olazaval arquitectos asociados, national university of san antonio del cusco, pavilion of general classrooms for unsaac, electrical installations :, sanitary facilities :, structures :, architecture :, consultant :, indicated, scale :, plane :, location :, project :, sheet:, sheet, peasant community atapata -district ccatcca province quispicanchi region cusco, foundation pads combined connecting beams, management, designers, district municipality of ccatcca, indicated, drawing scale, classroom coverage provision of trusses atrium columns and beams, slab main girders secondary beams details, ceiling beams – staircase details, covered in clay tile colonial type on upholstered, brass gutter, sky razo enchacaldo in reed and plaster enlicido, bb, aa, area overlapped in the staircase area, varies according ramp level, m values, lower reinforcement, upper reinforcement, h any, income, wardrobe, proy. beam, sup. and lower, masonry, all wall masonry units are manufactured with the minimum dimensions indicated in this plan. may be of concrete, clay or silicate calcareo, must be classified as a minimum in type i of the corresponding norm itintec, mortar:, overlaps and joints, slabs, beams, columns, slabs and beams, columns, abutments, rmin, detail armed zapata, nfp, sidewalk, cement concrete, sobrecimiento, foundation, flooring, box columns, type, level, foundation for stairs, foundations, beam, connection, variable, det. Typical column and shoe, slab, roof, natural terrain level, finished floor level, natural terrain level, beam overlaps, section bb, section aa, foundation slabs, straight length of stirrup hooks, upper bed reinforcement: support areas of columns, reinforcement lower bed: central areas between columns, appropriate areas of joint in beams, l. splicing, minimum anchoring and splicing lengths, concrete free coatings, l. hooks, foundation, steel :, l. anchorage, service load capacity: basic technical specifications, mooring columns, concrete:, cºaº plates, foundation beams, cºaº columns, support layer: gravelly sandy loamy soil, results of the soil mechanics study , foundations, concrete free coverings, minimum splice lengths and anchoring:, overlays: slabs, columns, beams, continuous foundations, concrete cyclopean, overburden, lightened slab, type of nailed joints, detail of staircase assembly, first section, section a – a, second section, connecting beam, deck, with technopor, joint between partition, details of mooring columns and brick walls, window span, cº corrido foundation, cº corrido overhang, structural beam of cºaº, confined walls of head, section b – b, overlapping area, classroom coverage, main beam, secondary beam, atrium foundation, det. column and shoe, column atrium, see cuts and plants in each case, column, atrium coverage, main beam atrium, secondary beam atrium, foundation detail of column detail of walls

Raw text data extracted from CAD file:

Proyecto: Sub-Proyecto: Propietario: Ubicacion: Contiene: Esc. Lamina: Fecha: MEJOR. INFRA. EDUC. CHAKOPISHIATO AULAS Comunidad Nativa Chakopishiato Dpto. Cusco, Prov. La Convencion, Dist. Chakopishiato Planta Cortes Elevaciones 1/50 Mayo 2008 A-2 2d3/4" o 2d3/4" o 2d3/4" o 0.10 0.30 0.10 FIERRO d SEGUN LA LUZ 0.10 0.30 \LDETALLE DE ALIGERADO h = 0.20 m. d TEMPERAT. d 1/4" @ 0.25\~ 0.25 0.25 VIGUETA 0.05 0.20 0.15 HECHA EN OBRA HECHA EN OBRA ESTANTERIA DE CONCRETO \A1;3.97 \A1;5.52 \A1;7.98 \A1;15.55 \A1;1.70 \A1;1.50 \A1;1.30 0.70 0.60 0.60 0.60 0.60 0.60 0.60 0.50 0.60 0.50 0.60 0.50 0.60 0.50 0.60 0.50 0.70 0.60 0.60 0.70 \A1;2.80 0.50 \A1;0.55 1.60 \A1;0.95 \A1;1.40 \A1;1.10 \A1;1.70 \A1;1.50 \A1;1.30 0.70 0.60 0.60 0.60 0.60 0.60 0.60 0.50 0.60 0.50 0.60 0.50 0.60 0.50 0.60 0.50 0.70 0.60 0.60 0.70 \A1;2.80 0.50 \A1;0.55 1.60 \A1;0.95 \A1;1.40 \A1;1.10 6.50 6.50 1 3479.85 2 2 3479.86 3 3 3479.85 4 4 3479.84 5 9 3479.53 10 10 3478.87 11 11 3478.78 12 12 3479.57 13 13 3479.51 14 14 3479.59 15 15 3479.79 16 17 3479.79 18 18 3478.78 19 19 3478.37 20 21 3478.22 22 22 3479.01 23 28 3480.21 29 29 3480.57 30 30 3480.16 31 31 3479.33 32 32 3479.87 33 33 3479.11 34 37 3483.03 38 38 3483.03 39 39 3483.03 40 40 3483.03 41 41 3477.36 42 51 3477.05 52 57 3479.21 58 61 3478.17 62 62 3478.53 63 63 3478.67 64 64 3478.30 65 65 3477.91 66 66 3478.13 67 67 3478.79 68 68 3479.11 69 3477.50 3477.50 3477.50 3480.00 3480.00 3480.00 3480.00 3482.50 3482.50 LOZA DEPORTIVA PABELLON 2 CALLE 3478.00 3478.50 3479.00 3477.00 3476.50 ESTADIO DEL C.E PATIO DE HONOR RAMPA 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 DIRECCION CENTRO DE COMPUTO 3º- 4º- 5º 1º 3º GRADO (4º 5º) 294.6637805663756 AULA \W0.82216; TIPO PASILLO 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 NPT= + 2.55 P1 V2 V1 V3 V3 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 V1 V1 294.6637805663756 294.6637805663756 REPISA REPISA REPISA REPISA 294.6637805663756 AULA \W0.82216; TIPO 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 P1 V2 V1 V3 V3 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 294.6637805663756 V1 V1 294.6637805663756 294.6637805663756 REPISA REPISA REPISA REPISA 5 1 2 3 4 D C B A \A1;0,25 \A1;0,45 \A1;0,40 1 1 1 1 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" D C B A -825.0869743442179 SECCIÓN 1 - 1 -825.0869743442179 -825.0869743442179 2 \U+00D8 5/8" 2 \U+00D8 5/8" ESCALA : 1/25 ENTRE EJES B VIGA V 201 (25x40) -V105 2 \U+00D8 1/2" 1 1 \A1;5,28 \A1;10,70 NPT= - 0.40 SS.HH. 1.90 0.10 25.17 HALL S.H. VARONES S.H. DAMAS CASA DE FUERZA GUARDIANIA NPT= - 0.15 NPT= - 0.50 RAMPA NPT= - 0.50 NPT= - 0.50 NPT= - 0.50 -1238.561662234044 -1238.561662234044 -1238.561662234044 1.90 HALL S.H. VARONES S.H. DAMAS CASA DE FUERZA GUARDIANIA NPT= - 0.15 NPT= - 0.50 RAMPA NPT= - 0.50 NPT= - 0.50 NPT= - 0.50 -1238.436662500239 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 NPT= +0.50 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 NPT= +0.50 \A1;0,25 \A1;2,59 \A1;2,81 \A1;0,77 \A1;0,38 \A1;0,40 2 \U+00D8 5/8" 2 \U+00D8 5/8" d3/8":1@.05, 7@.10,1@.15,R@.20 -1643.426651827165 -1643.426651827165 -1643.426651827165 -1643.426651827165 4 4 SECCIÓN 4 - 4 -1643.426651827165 -1643.426651827165 2 \U+00D8 5/8" 2 \U+00D8 5/8" ESCALA : 1/25 V.E.-202 (25x40) \A1;0,25 \A1;0,40 \A1;27,00° \A1;0,45 \A1;0,40 \A1;1,84 \A1;3,17 ESCALA : 1/25 V.E.-202 (25x40) SECCIÓN 4 - 4 -1652.697468858847 -1652.697468858847 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 4 4 2 \U+00D8 5/8" d3/8":1@.05, 7@.10,1@.15,R@.20 -1652.697468858847 -1652.697468858847 -1652.697468858847 -1652.697468858847 -1652.697468858847 N 2 I A A A A C D E M I S S N N 0 I I 0 M D N 6 1 9 Q E V Z C V I M A G N I S E R I A G L N T 0 A N I D-01 FECHA: OJEDA.SALCEDO.OLAZAVAL Arquitectos Asociados FEBRERO 2002 DESARROLLO DEL PROYECTO: DIST. PROV. y DPTO.: CUSCO CIUDAD UNIVERSITARIA DE PERAYOC OJEDA. SALCEDO. OLAZAVAL Arquitectos Asociados ING° ANDRES E. MUÑOZ DUEÑAS CIP 66272 ING° DINO SAMOHUALLPA SERRANO CIP 35797 ING° SAMUEL MIRANDA FARFAN \H0.6316X;CIP 43428 ARQ° DARIO SOSA SOTO \H0.6316x;CAP 4185 ING° IVAN ERNESTO MATTO LEIVA CIP 45933 DETALLES \H0.7x;CARPINTERIA DE PUERTAS UNIVERSIDAD NACIONAL DE SAN ANTONIO ABAD DEL CUSCO PABELLON DE AULAS GENERALES PARA LA UNSAAC INSTALACIONES ELECTRICAS: INSTALACIONES SANITARIAS: ESTRUCTURAS: ARQUITECTURA: CONSULTOR: INDICADA ESCALA: PLANO: UBICACION: PROYECTO: LAMINA: MEJORAMIENTO-AMPLIACION DE LOS SERVICIOS EDUCATIVOS DE LA I.E. Nº 50533 ATAPATA Lámina \A1;C\A1;ó\A1;digo \A1; E-02 Comunidad Campesina Atapata -Distrito Ccatcca Provincia Quispicanchi Region Cusco CIMENTACION Zapatas Combinadas Vigas de Conexion 2007-2010 PEDRO ILLANES PAUCAR\fArial Unicode MS|b0|i0|c0|p34; Alcalde Gestion Proyectistas MUNICIPALIDAD DISTRITAL DE CCATCCA Indicadas Escala de dibujo MEJORAMIENTO-AMPLIACION DE LOS SERVICIOS EDUCATIVOS DE LA I.E. Nº 50533 ATAPATA Lámina \A1;C\A1;ó\A1;digo \A1; \A1;E-05 Comunidad Campesina Atapata -Distrito Ccatcca Provincia Quispicanchi Region Cusco COBERTURA AULA DISPOSICION DE TIJERALES ATRIO COLUMNAS Y VIGAS 2007-2010 PEDRO ILLANES PAUCAR\fArial Unicode MS|b0|i0|c0|p34; Alcalde Gestion Proyectistas MUNICIPALIDAD DISTRITAL DE CCATCCA Indicadas Escala de dibujo MEJORAMIENTO-AMPLIACION DE LOS SERVICIOS EDUCATIVOS DE LA I.E. Nº 50533 ATAPATA Lámina \A1;C\A1;ó\A1;digo \A1; \A1;E-03 Comunidad Campesina Atapata -Distrito Ccatcca Provincia Quispicanchi Region Cusco LOSA VIGAS PRINCIPALES VIGAS SECUNDARIAS DETALLES 2007-2010 PEDRO ILLANES PAUCAR\fArial Unicode MS|b0|i0|c0|p34; Alcalde Gestion Proyectistas MUNICIPALIDAD DISTRITAL DE CCATCCA Indicadas Escala de dibujo MEJORAMIENTO-AMPLIACION DE LOS SERVICIOS EDUCATIVOS DE LA I.E. Nº 50533 ATAPATA Lámina \A1;C\A1;ó\A1;digo \A1; \A1;E-04 Comunidad Campesina Atapata -Distrito Ccatcca Provincia Quispicanchi Region Cusco VIGAS TECHO - ESCALERA DETALLES 2007-2010 PEDRO ILLANES PAUCAR\fArial Unicode MS|b0|i0|c0|p34; Alcalde Gestion Proyectistas MUNICIPALIDAD DISTRITAL DE CCATCCA Indicadas Escala de dibujo \A1;0,25 \A1;0,25 \A1;0,25 \A1;0,40 \A1;0,25 \A1;0,40 \A1;0,40 \A1;0,40 \A1;0,20 \A1;0,25 \A1;5,23 \A1;4,99 \A1;0,43 \A1;2,23 \A1;1,24 \A1;0,32 \A1;0,59 1 1 1 1 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" D C B A SECCIÓN 1 - 1 -1691.533052897845 -1691.533052897845 2 \U+00D8 5/8" 2 \U+00D8 5/8" ESCALA : 1/25 EJES 1,2,3 VIGA V 201 (25x40) -V205 2 \U+00D8 1/2" 1 1 d3/8":1@.05, 4@.10,1@.15,R@.20 d3/8":1@.05, 4@.10,1@.15,R@.20 2 \U+00D8 1/2" 2 \U+00D8 1/2" 2 \U+00D8 1/2" SECCIÓN 2 - 2 -1691.533052897845 -1691.533052897845 2 \U+00D8 1/2" 2 \U+00D8 1/2" 2 2 -1691.533052897845 -1691.533052897845 -1691.533052897845 -1691.533052897845 3 3 3 3 SECCIÓN 3 - 3 -1691.533052897845 -1691.533052897845 2 \U+00D8 1/2" 2 \U+00D8 1/2" -1691.533052897845 -1691.533052897845 -1691.533052897845 -1691.533052897845 -1691.533052897845 -1691.533052897845 -1691.533052897845 \A1;2.85 \A1;0.75 27° \A1;10.90 \A1;1.96 \A1;1.37 \A1;2.63 \A1;1.80 \A1;6.11 \A1;6.11 \A1;4.08 27° CUBIERTA EN TEJA DE ARCILLA TIPO COLONIAL SOBRE ENCARRIZADO CORREAS EN MADERA 2"X3" @ 0.60 VIGA PAR EN MADERA 2"X8" PENDULAS EN MADERA 2"X6" VIGA EN MADERA 2"X8" -1696.118449355362 PENDOLON MADERA 2"X6" CANALETA DE LATON CANALETA DE LATON CIELO RAZO DE ENCHACALDO EN CARRIZO Y ENLICIDO DE YESO -1696.118449355362 ARMADURA AR-1 ESCALA : 1/50 B B A A -1696.118449355362 -1696.118449355362 -1696.118449355362 -1696.118449355362 -1696.118449355362 -1696.118449355362 -1696.118449355362 -1696.118449355362 -1696.118449355362 AR-3 B B AREA TRASLAPADA EN LA ZONA DE ESCALERA -1696.118449355362 \A1;r \A1;B \A1;r \A1;L 0.25 0.25 0,10 0,20 0,25 0,50 1,00 0,10 0,90 \A1;0,30 \A1;0,30 \A1;1,85 \A1;0,25 0,40 0,35 0,50 \A1;0,50 \A1;0,10 \A1;0,25 \A1;0,10 \A1;0,10 \A1;0,30 \A1;3,20 \A1;0,30 varia segun desnivel rampa 0,40 0,30 0,40 0,25 \A1;1,60 \A1;0,60 \A1;1,60 \A1;1,60 L/3 L/4 L/4 VALORES DE m Ø REFUERZO INFERIOR REFUERZO SUPERIOR H CUALQUIERA H <= 30 H > 30 3/8" 0.40 0.40 0.45 1/2" 0.40 0.40 0.50 5/8" 0.50 0.45 0.60 3/4" 0.60 0.55 075 1" 1.15 1.00 1.30 8 pulg 6 pulg 2 pulg \A1;0,10 \A1;0,25 \A1;0,25 \A1;0,25 \A1;1,60 \A1;1,60 0.25 0.25 0,15 0,55 0,35 0,40 0,55 0,40 0,25 0,25 0,25 0,25 0,25 0,30 \A1;0,60 \A1;0,60 \A1;0,40 \A1;0,40 \A1;1,85 \A1;1,00 \A1;3,50 \A1;1,40 \A1;0,10 \A1;0,40 \A1;0,50 \A1;1,00 \A1;0,30 \A1;1,40 \A1;0,30 \A1;3,30 \A1;0,10 \A1;0,50 \A1;0,10 \A1;0,50 \A1;1,00 \A1;0,50 \A1;VARIABLE \A1;0,25 \A1;0,25 \A1;0,30 0,30 \A1;0,40 \A1;0,40 0,55 0,35 0,40 0,25 L/3 L/3 L/4 L/4 2 pulg \A1;6,50 \A1;0,40 \A1;2,60 \A1;0,40 \A1;2,60 \A1;0,40 \A1;0,50 \A1;0,50 \A1;0,40 \A1;0,50 \A1;2.50 \A1;1.40 \A1;1.30 \A1;.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.80 \A1;4.42 \A1;4.42 \A1;4.42 \A1;4.42 \A1;3.38 \A1;3.37 \A1;2.15 \A1;0,25 \A1;0,40 \A1;0,30 \A1;4,02 \A1;0,30 \A1;4,02 \A1;0,50 \A1;0,50 \A1;0,50 \A1;0,50 \A1;0,50 \A1;0,25 \A1;4,15 \A1;0,50 \A1;0,40 \A1;0,30 \A1;0,30 \A1;4,12 \A1;0,30 \A1;0,25 \A1;1,20 \A1;1,20 \A1;1,20 \A1;1,20 \A1;1,20 \A1;1,20 \A1;0,25 \A1;0,40 \A1;0,40 \A1;0,25 \A1;0,40 \A1;0,50 \A1;1.20 \A1;2.10 \A1;1.90 \A1;3.50 \A1;1.20 \A1;1.50 \A1;1.40 \A1;0.80 \A1;0.80 \A1;1.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.80 \A1;3.10 \A1;1.70 \A1;3.30 \A1;0.90 \A1;3.00 \A1;1.40 \A1;2.50 \A1;1.40 \A1;1.20 \A1;1.30 \A1;0.90 \A1;3.00 \A1;0,30 \A1;0,30 \A1;0,40 \A1;1,32 \A1;0,25 \A1;0,17 \A1;0,80 \A1;0,50 \A1;0,20 \A1;4,17 \A1;2,60 \A1;0,40 \A1;1,00 \A1;0,80 \A1;0,20 \A1;0,40 \A1;0,25 \A1;4,09 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,10 \A1;0,20 \A1;0,17 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,40 \A1;2,60 \A1;0,40 \A1;2,60 \A1;0,40 \A1;1,11 \A1;0,40 \A1;1,80 \A1;6,00 \A1;4.42 \A1;4.42 \A1;4.42 \A1;4.42 \A1;3.38 \A1;3.37 \A1;2.15 \A1;3.50 \A1;4.47 \A1;1,26 \A1;4.42 \A1;4.42 \A1;4.42 \A1;4.42 \A1;1.75 \A1;1.75 \A1;0,25 \A1;1,50 \A1;0,10 \A1;3,00 \A1;1,40 \A1;0,40 \A1;0,30 \A1;1,87 \A1;0,40 \A1;0,50 \A1;0,04 \A1;0,25 \A1;0,25 \A1;1,60 \A1;1,30 \A1;1,20 \A1;0,40 \A1;0,30 \A1;0,50 \A1;0,40 \A1;1,00 \A1;3,10 \A1;0,25 \A1;0,50 \A1;22,50° \A1;0,25 \A1;0,40 \A1;0,40 \A1;1,67 0,30 0,25 0,50 0,15 0,30 0,25 0,50 0,15 0,30 0,40 0,30 0,40 0,30 0,30 0,30 0,20 0,20 \A1;3,32 \A1;0,73 \A1;4.47 0,15 0,25 \A1;1,00 \A1;1,00 \A1;6,50 \A1;0.15 \A1;4.42 \A1;4.42 \A1;4.42 \A1;4.42 \A1;3.38 \A1;2.15 \A1;3.37 \A1;3.50 \A1;4.47 \A1;1.50 \A1;2.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 0.25 1.90 0.25 1.90 0.40 2.97 0.25 2.98 0.40 0.30 1.00 2.02 1.00 0.50 1.00 2.02 1.00 1.00 2.02 1.00 0.50 1.00 1.50 0.52 1.00 0.30 \A1;1.75 \A1;1.75 \A1;1.50 0.30 1.00 2.02 1.00 0.50 1.00 2.02 1.00 0.30 1.00 2.02 1.00 0.50 1.00 0.52 1.50 1.00 0.30 0.40 2.97 0.25 2.98 0.40 5 4 3 236.6968630384342 236.6968630384342 2 236.6968630384342 236.6968630384342 1 236.6968630384342 D C B A 236.6968630384342 236.6968630384342 PASILLO PASILLO PASILLO NPT= - 0.45 NPT= - 0.45 P1 P1 P1 P1 V1 V1 V1 V1 V2 V2 V2 V2 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 1 2 3 4 5 6 7 8 9 10 NPT= - 0.45 INGRESO NPT= - 0.45 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 REPISA ARMARIO REPISA ARMARIO PROY. VIGA PROY. VIGA 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 A' B' A' B' 4 3' 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 236.6968630384342 \A1;4.42 \A1;4.42 \A1;4.42 \A1;4.42 \A1;3.38 \A1;2.15 \A1;3.37 \A1;3.50 \A1;4.47 \A1;1.50 \A1;2.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 0.25 1.90 0.25 1.90 0.40 2.97 0.25 2.98 0.40 0.30 1.00 2.02 1.00 0.50 1.00 2.02 1.00 1.00 2.02 1.00 0.50 1.00 1.50 0.52 1.00 0.30 \A1;1.75 \A1;1.75 \A1;1.50 0.30 1.00 2.02 1.00 0.50 1.00 2.02 1.00 0.30 1.00 2.02 1.00 0.50 1.00 0.52 1.50 1.00 0.30 0.40 2.97 0.25 2.98 0.40 5 4 3 232.117601265123 232.117601265123 2 232.117601265123 232.117601265123 1 232.117601265123 D C B A 232.117601265123 232.117601265123 PASILLO PASILLO PASILLO NPT= - 0.45 NPT= - 0.45 P1 P1 P1 P1 V1 V1 V1 V1 V2 V2 V2 V2 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 1 2 3 4 5 6 7 8 9 10 NPT= - 0.45 INGRESO NPT= - 0.45 232.117601265123 232.117601265123 232.117601265123 232.117601265123 REPISA ARMARIO REPISA ARMARIO PROY. VIGA PROY. VIGA 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 A' B' A' B' 4 3' 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 \A1;4.42 \A1;4.42 \A1;4.42 \A1;4.42 \A1;3.38 \A1;2.15 \A1;3.37 \A1;3.50 \A1;4.47 \A1;1.50 \A1;2.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 0.25 1.90 0.25 1.90 0.40 2.97 0.25 2.98 0.40 0.30 1.00 2.02 1.00 0.50 1.00 2.02 1.00 1.00 2.02 1.00 0.50 1.00 1.50 0.52 1.00 0.30 \A1;1.75 \A1;1.75 \A1;1.50 0.30 1.00 2.02 1.00 0.50 1.00 2.02 1.00 0.30 1.00 2.02 1.00 0.50 1.00 0.52 1.50 1.00 0.30 0.40 2.97 0.25 2.98 0.40 5 4 3 232.117601265123 232.117601265123 2 232.117601265123 232.117601265123 1 232.117601265123 D C B A 232.117601265123 232.117601265123 PASILLO PASILLO PASILLO NPT= - 0.45 NPT= - 0.45 P1 P1 P1 P1 V1 V1 V1 V1 V2 V2 V2 V2 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 1 2 3 4 5 6 7 8 9 10 NPT= - 0.45 INGRESO NPT= - 0.45 232.117601265123 232.117601265123 232.117601265123 232.117601265123 REPISA ARMARIO REPISA ARMARIO PROY. VIGA PROY. VIGA 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 A' B' A' B' 4 3' 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 232.117601265123 \A1;4.47 \A1;3.50 \A1;2.15 \A1;4.95 \A1;0.54 \A1;1.43 \A1;1.93 \A1;4.68 ESCALA : 1/25 VIGA V 201 (25x40) -V205 D C B A d1/4":1@.05, 4@.10,1@.15,R@.20 -1495.876173953671 -1495.876173953671 -1495.876173953671 -1495.876173953671 VIGA V 206(25x40) -1495.876173953671 \A1;4.73 \A1;2.60 \A1;2.60 -1482.152002394854 -1482.152002394854 -1482.152002394854 22° 22° CANALETA DE LATON CUBIERTA EN TEJA DE ARCILLA TIPO COLONIAL SOBRE ENCARRIZADO CORREAS EN MADERA 2"X2" @ 0.50 VIGA PAR EN MADERA 2"X8" PENDULAS EN MADERA 2"X6" PENDOLON MADERA 2"X6" ARRIOSTRE EN MADERA 2"X6" ESTRUCTURA DE MADERA TIPO TIJERAL @ 0.80m. -1492.643448885293 -1492.643448885293 CIELO RAZO DE ENCHACALDO EN CARRIZO Y ENLICIDO DE YESO \A1;4,95 \A1;4,95 \A1;0,40 \A1;0,25 \A1;0,25 \A1;0,25 \A1;0,40 \A1;0,25 \A1;0,25 \A1;0,48 \A1;0,31 \A1;0,40 \A1;1,21 \A1;1,71 \A1;2,78 \A1;0,40 \A1;0,40 \A1;0,40 \A1;3.50 \A1;0.90 \A1;1.28 \A1;0.25 \A1;4.17 \A1;0.25 \A1;0.60 \A1;0.60 \A1;7.15 \A1;0.90 \A1;0.90 \A1;22° \A1;10.95 \A1;22° \A1;0,30 \A1;0,25 \A1;2.98 \A1;5.20 \A1;1.75 \A1;1.75 \A1;3.50 \A1;1.50 \A1;2.40 \A1;1.75 \A1;1.50 \A1;1.50 V.E - 102 (30\fArial|b0|i0|c238|p34;X40) d1/2"@ 0.20 Transversal d3/8"@ 0.20 sup. e inferior -1474.58061344895 A' B' -1474.58061344895 2' 3' sup. e inferior -1474.58061344895 -1474.58061344895 -1474.58061344895 -1474.58061344895 -1474.58061344895 -1474.58061344895 -1474.58061344895 -1474.58061344895 \A1;6,00 \A1;0.40 \A1;0.40 \A1;4.23 \A1;5.92 \A1;5.92 \A1;2.34 \A1;1.62 \A1;1.15 \A1;1.66 \A1;2.38 \A1;2.41 \A1;1.23 \A1;1.84 \A1;1.84 \A1;1.23 \A1;2.40 \A1;0,25 \A1;0,50 \A1;0,25 \A1;0,50 \A1;0,30 \A1;0,40 \A1;0,30 \A1;4,02 \A1;0,40 \A1;0,30 \A1;4,02 \A1;0,30 \A1;0,50 \A1;0,40 \A1;2,97 \A1;0,25 \A1;2,97 \A1;3,20 \A1;0,30 \A1;1,75 \A1;0,40 \A1;3,20 \A1;0,30 \A1;1,90 \A1;0,40 \A1;2,97 \A1;0,25 \A1;2,98 \A1;0,40 \A1;1,73 \A1;0,40 \A1;6,50 \A1;0,40 \A1;0,50 \A1;4,02 \A1;0,30 \A1;0,50 \A1;4,02 \A1;0,30 \A1;4,15 \A1;4,17 \A1;0,25 \A1;2,00 \A1;1,00 \A1;0,80 \A1;4.42 \A1;4.42 \A1;3.37 \A1;3.38 \A1;2.15 \A1;0,50 \A1;4,15 \A1;0,25 \A1;4,17 \A1;2.36 \A1;4.42 \A1;4.45 \A1;3.50 \A1;1.20 \A1;5.95 \A1;4.37 \A1;4.37 \A1;6.35 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0,45 \A1;0,25 \A1;1,20 \A1;1,20 \A1;0,25 \A1;0,25 \A1;0,40 \A1;0,10 \A1;0,50 \A1;3,00 \A1;0,50 \A1;0,10 \A1;5.95 \A1;4.37 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0,80 \A1;0,45 \A1;5,50 \A1;0,45 \A1;0,80 \A1;1,60 \A1;1,60 \A1;0,40 \A1;6,50 \A1;0,40 \A1;0.80 \A1;0.25 \A1;4.12 \A1;0.25 \A1;0.80 \A1;27° \A1;1.84 \A1;1.74 \A1;3.49 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0,25 \A1;0,50 \A1;0,25 \A1;0,40 correas 2" x 3" @ 0.60m Tijerales 2" x 8" @ 0.80m Puntales y pendolones 2" x 6" 5 5 13 24 8.5 ALBAÑILERIA TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS SE FABRICAN CON LAS DIMENCIONES MINIMAS INDICADAS EN ESTE PLANO. PODRAN SER DE CONCRETO, ARCILLA O SILICO CALCAREO, DEBERAN CLASIFICAR COMO MINIMO EN EL TIPO I DE LA NORMA ITINTEC CORRESPONDIENTE 1:4 (CEMENTO - ARENA) MORTERO: TRASLAPES Y EMPALMES Ø (cm) LOSAS VIGAS (cm) COLUM LOSAS Y VIGAS EN COLUMNAS L L No se permitirán empalmes del refuerzo superior (negativo) en una Longitud de 1/4 de la luz de la losa o viga a cada lado de la columna o apoyo Los emplames L se ubicarán en el tercio central . No se emplamaran más del 50% de la armadura en misma secciòn 6 mm 3/8" 1/2" 5/8" 30 40 50 60 30 40 50 ESTRIBOS L L Ø L Rmin 3/8" 1/4" 10 cm 6 cm 1.5 cm 2.0 cm r B r DETALLE ARMADO ZAPATA L 0.25 0.25 0.25 0.25 NFP 5 Afirmado con material de prestamo h=10 cm 5 0+00 5 5 5 Afirmado con material de prestamo h=10 cm 5 0+00 5 5 NFP vereda CORTE 2-2 CORTE 1-1 CORTE 4-4 ESCALA : 1/25 5 5 T.MAX=3"(TIP.) 1:8+25% P.M. CEMENTO HORMIGON SOBRECIMIENTO f'c=210Kg/cm2 T.MAX=6" 1:10+30% P.G CEMENTO HORMIGON CIMIENTO f'c=210Kg/cm2 CEMENTO HORMIGON SOLADO 1:12 CEMENTO HORMIGON SOLADO 1:12 T.MAX=6" 1:10+30% P.G CEMENTO HORMIGON CIMIENTO CUADRO DE COLUMNAS C-1 C-2 C-3 1º NIVEL 2º NIVEL C-4 TIPO NIVEL d3/8":1@.05,5@.10,2@.15 Rst.@.25 C/e d3/8":1@.05,5@.10,2@.15 Rst.@.25 C/e 4d5/8" Rst.@.25 C/e d3/8":1@.05,4@.10,2@.15 5 5 Rst.@.25 C/e d3/8":1@.05,4@.10,2@.15 5 5 2d5/8" 2d5/8" Rst.@.25 C/e d3/8":1@.05,5@.10,2@.15 C-6 5 Rst.@.25 C/e d3/8":1@.05,4@.10,2@.15 NFP 5 5 5 5 T.MAX=3"(TIP.) 1:8+25% P.M. CEMENTO HORMIGON CIMIENTO PARA ESCALERA 5 5 3 \U+00D8 3/4" SECCI\U+00D3N 2-2 5 5 2 \U+00D8 3/4" SECCI\U+00D3N 3-3 1 1 d3/8":1@.05, 11@.10,2@.15,R@.20 2 \U+00D8 3/4" 2 \U+00D8 3/4"+1\U+00D8 5/8" 1 \U+00D8 3/4" 2 \U+00D8 3/4" 2 \U+00D8 5/8" D B A SECCIÓN 1 - 1 ESCALA : 1/25 VIGA 102 (30x60) - VIGA 105(25x40) 3 3 2 2 2 2 5 1 \U+00D8 3/4" 5 5 5 2 \U+00D8 \fArial|b0|i0|c161|p34;5/8\fArial|b0|i0|c238|p34;" 2 \U+00D8 5/8" 5 CIMENTACIONES ESCALA : 1/50 CIMENTACION EJE 4-4 d 5/8"@ 0.25 5 d5/8"@ 0.25 7 d 5/8"@ 0.25 d 5/8"@ 0.25 12 d5/8"@ 0.25 CIMENTACION EJE 2-2 NFP Afirmado con material de prestamo h=10 cm 5 5 NFP CORTE 6-6 T.MAX=3"(TIP.) 1:8+25% P.M. CEMENTO HORMIGON SOBRECIMIENTO T.MAX=6" 1:10+30% P.G CEMENTO HORMIGON CIMIENTO 5 d3/8" 2d5/8" 2d5/8" d1/2"@ 0.20 d1/2"@ 0.20 d5/8"@ 0.25 d5/8"@ 0.25 SOLADO e=0.10m CºSº 1:12 SOLADO e=0.10m CºSº 1:12 SOLADO e=0.10m CºSº 1:12 NFP +0.00 5 5 5 5 5 5 2 2 SECCIÓN 2 - 2 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 5 5 5 d5/8"@ 0.25 d5/8"@ 0.25 SOLADO e=0.10m CºSº 1:12 5 5 5 NFP +0.00 SOLADO e=0.10m CºSº 1:12 5 5 5 5 5 5 5 5 6d1/2" VIGA DE CONEXION d5/8"@ 0.25 d5/8"@ 0.25 SOLADO e=0.10m CºSº 1:12 VARIABLE 5 5 d3/8" 1@0.05 5@0.10 2@0.15 Rto.@0.25 ESCALA 1/ 25 DET. COLUMNA Y ZAPATA TIPICA 2d3/8 @0.15 2d3/8 @0.15 d3/8" 1@0.05 5@0.10 2@0.15 Rto.@0.25 NPT +3.00 LOSA NPT +6.00 TECHO d3/8":1@.05, 7@.10,R@.15 3 \U+00D8 5/8" 3 \U+00D8 5/8" 5 5 5 2d3/8" d1/4":1@.05,Rst.@.20 C-A1 Rst.@.25 C/e d3/8":1@.05,4@.10,2@.15 5 Rst.@.25 C/e d3/8":1@.05,4@.10,2@.15 6d1/2" 3 3 SECCIÓN 3 - 3 5 5 3 \U+00D8 5/8" 3 \U+00D8 5/8" 5 Afirmado con material de prestamo h=10 cm varia segun desnivel rampa Nivel terreno natural 5 5 5 NFP CORTE 3-3 5 T.MAX=3"(TIP.) 1:8+25% P.M. CEMENTO HORMIGON SOBRECIMIENTO f'c=210Kg/cm2 CEMENTO HORMIGON SOLADO 1:12 T.MAX=6" 1:10+30% P.G CEMENTO HORMIGON CIMIENTO 5 f'c=210Kg/cm2 5 CORTE 5-5 5 Afirmado con material de prestamo h=10 cm ESCALA : 1/25 3@.10,Rto.@.25 3/8"d:1@.05, 4d5/8" 5 2d5/8" 2d5/8" 2d5/8" NPT +0.15 NPT +0.15 NIVEL PISO TERMINADO 5 5 NIVEL TERRENO NATURAL NTN +0.00 d3/8" 1@0.05 5@0.10 V.E.-102 (30x40) ESCALA : 1/25 5 5 TRASLAPES DE VIGAS L/3 L/3 L/3 L/4 L/4 L/4 L/4 NOTA: a.- No empalmar mas del 50% del área total en una misma sección b.- En caso de no empalmarse en las zonas indicadas o con los porcentajes especificados aumentarmla longitud de emplame en un 70% ó consultar al proyectista c.- Para ligerados y vigas chatas, el acero inferior se empalmará sobre los apoyos siendo la longitud de emplame igual a 25 cm para fierro de 3/8" y 35 cm para fierro de 1/2" o 5/8" ESCALA : 1/25 V.E.-202 (25x40) m 8 pulg 6 pulg Madera grupo "C" Madera grupo "C" Sección B-B Sección A-A 2 pulg 2 pulg 5 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" D C B A ESCALA : 1/25 VIGA 101 (25x40) -VIGA 105 (25x40) d3/8":1@.05, 4@.10,1@.15,R@.25 1 1 1 1 Nivel de Cimentación: -1.70 m, nivel mas alto. Losas de Cimentación LONGITUD RECTA DE GANCHOS DE ESTRIBOS Refuerzo Lecho Superior: Zonas de apoyo de columnas Refuezo Lecho Inferior: Zonas centrales entre columnas ZONAS APROPIADAS DE EMPALME EN VIGAS fy = 4200 Kg/cm L. Empalme LONGITUDES MÍNIMAS DE ANCLAJE Y EMPALME RECUBRIMIENTOS LIBRES DE CONCRETO 3/8" 1/4" d 1/2" L. Ganchos 9 cm 6 cm 15 cm DE CIMENTACIÓN d 1/4" 3/8" ACERO: 1" 5/8" 3/4" 1/2" 80 cm 15 cm 25 cm 30 cm 40 cm 50 cm Vigas de Cimentación: 4.0 cm Placas Enterradas: 3.0 cm Zapatas: 7.5 cm Columnas de Amarre: 2.0 cm L. Anclaje 20 cm 30 cm 2 120 cm 50 cm 70 cm 40 cm Factor de Suelo: 1.20 Periodo Predominante del Suelo: 0.52 seg Clasificación Sísmica del Suelo: S2 qa= 1.04 Kg/cm² Capacidad de Carga de Servicio: Zona Sísmica: Zona II (Sismicidad Media) Factor Zona: 0.30 f'c = 210 Kg/cm ESPECIFICACIONES TÉCNICAS BÁSICAS Columnas de Amarre CONCRETO: Placas de CºAº Vigas de Cimentación Columnas de CºAº Estrato de apoyo: Suelo gravo areno limoso rocoso RESULTADOS DEL ESTUDIO DE 2 MECÁNICA DE SUELOS CIMENTACIÓN 5 5 5 5 5 5 Recubrimientos Libres de Concreto: L. Anclaje Longitudes de empalme y anclaje mínimas: Columnas de Amarre: 2.0 cm Losas: 2.0 cm Vigas: 4.0 cm Columnas: 4.0 cm 50 cm 40 cm 30 cm 25 cm 15 cm ESPECIFICACIONES TÉCNICAS BÁSICAS 80 cm 1/2" 3/4" 5/8" 1" ACERO: 3/8" 1/4" d Sobrecimientos: Losas Columnas Vigas CONCRETO: 40 cm 70 cm 50 cm 120 cm 2 30 cm 20 cm L. Empalme fy = 4200 Kg/cm 2 2 f'c = 100 Kg/cm f'c = 210 Kg/cm Cimientos corridos : Concreto Ciclopeo C:H 1:10 +30% PG 6" MAX Sobrecimiento C:H 1:8 +25% PM 3" MAX : Concreto Ciclopeo LOSA ALIGERADA ESCALA : 1/50 ESC. 1:25 ESC. 1:25 Recubrimientos Libres de Concreto: L. Anclaje Longitudes de empalme y anclaje mínimas: Columnas de Amarre: 2.0 cm Losas: 2.0 cm Vigas: 4.0 cm Columnas: 4.0 cm 50 cm 40 cm 30 cm 25 cm 15 cm ESPECIFICACIONES TÉCNICAS BÁSICAS 80 cm 1/2" 3/4" 5/8" 1" ACERO: 3/8" 1/4" d Sobrecimientos: Losas Columnas Vigas CONCRETO: 40 cm 70 cm 50 cm 120 cm 2 30 cm 20 cm L. Empalme fy = 4200 Kg/cm 2 2 f'c = 100 Kg/cm f'c = 210 Kg/cm MADERA ESTRUCTURAL GRUPO "C" HUMEDAD 12% - 18% TIPO DE UNIONES CLAVADAS 0.10 0.30 0.10 0.10 0.30 \LDETALLE DE ALIGERADO h = 0.20 m. d TEMPERAT. d 1/4" @ 0.25\~ 0.25 0.25 VIGUETA 0.05 0.20 0.15 ALIGERADO h=.25 (S/C = 250 Kg/m2) ENCOFRADO 1er PISO (S/C = 400 Kg/m2) ZONA CIRCULACION ESCALA : 1/50 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" D B A SECCIÓN 1 - 1 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8"+1 \U+00D8 1/2" ESCALA : 1/25 VIGA 202 (25x50) -VIGA 205 (25x40) d3/8":1@.05, 4@.10,1@.15,R@.20 1 \U+00D8 1/2" 1 \U+00D8 1/2" SECCIÓN 2 - 2 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" SECCIÓN 3 - 3 5 5 2 \U+00D8 5/8" 1 1 3 3 2 2 5 5 5 d3/8":1@.05, 4@.10,1@.15,R@.20 5 5 5 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 3/8" 1 \U+00D83/8" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 5 5 5 5 5 5 5 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 3/8" 1 \U+00D83/8" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 5 5 5 5 5 5 5 5 e=0.20 e=0.20 e=0.20 e=0.20 VIGA 102 (30X60) VIGA 102 (30X60) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 104 (25X40) VIGA 104 (25X40) VIGA 104 (25X40) VIGA 104 (25X40) VIGA 104 (25X40) VIGA 104 (25X40) VIGA 104 (25X40) VIGA 104 (25X40) VIGA 103 (25X40) VIGA 103 (25X40) VIGA 103 (25X40) VIGA 103 (25X40) VIGA V105 \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA V105 \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA V105 \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA V105 \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA V105 \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) 5 5 5 5 5 5 5 SECCIÓN 1 - 1 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 \fArial|b0|i0|c161|p34;5/8\fArial|b0|i0|c238|p34;" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 1 2 3 4 5 5 1 1 1 1 VIGA V104 (25x40) EJES B-B Y D-D 5 2 \U+00D8 5/8" 2 \U+00D8 \fArial|b0|i0|c161|p34;5/8\fArial|b0|i0|c238|p34;" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 3 5 2 2 1 1 ESCALA : 1/25 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 5 5 5 5 SECCIÓN 1 - 1 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 \fArial|b0|i0|c161|p34;5/8\fArial|b0|i0|c238|p34;" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 1 2 3 4 5 5 1 1 1 1 VIGA V103 (25x40) EJES A-A 2 \U+00D8 5/8" 2 \U+00D8 \fArial|b0|i0|c161|p34;5/8\fArial|b0|i0|c238|p34;" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 3 5 1 1 1 1 ESCALA : 1/25 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 5 5 5 5 5 5 5 5 5 5 5 2 2 1 1 5 5 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1 \U+00D8 1/2" SECCIÓN 2 - 2 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8"+1 \U+00D8 1/2" 5 SECCIÓN 1 - 1 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" d3/8":1@.05, 7@.10,1@.15,R@.20 5 A' B' 4 3' 5 5 5 5 4 5 \T1.55000;Z-1 \T1.55000;C-1 \T1.55000;Z-1 \T1.55000;C-1 \T1.55000;Z-2 \T1.55000;C-2 5 5 \T1.55000;Z-5 \T1.55000;C-3 \T1.55000;ZC-4 \T1.55000; C-2 \T1.55000;C-4 d1/2"@0.20 d 1/2"@ 0.20 d 5/8"@ 0.25 d 5/8"@ 0.25 d 1/2"@ 0.20 d 5/8"@ 0.25 d 1/2"@ 0.20 d1/2"@0.20 d 5/8"@ 0.25 d 1/2"@ 0.20 d 1/2"@ 0.20 d 1/2"@ 0.20 d 5/8"@ 0.25 d 5/8"@ 0.25 d 1/2"@ 0.20 d 1/2"@ 0.20 HZ=0.50 Z - 3 C - 2 d 1/2"@ 0.20 d 1/2"@ 0.20 5 d 5/8"@ 0.25 d 5/8"@ 0.25 \T1.55000;Z-5 \T1.55000;C-3 5 5 d 5/8" @ 0.25 d 5/8"@ 0.25 d 5/8"@ 0.25 d 5/8"@ 0.25 d 5/8"@ 0.25 d 5/8"@ 0.25 HZ=0.50 HZ=0.50 HZ=0.50 HZ=0.50 HZ=0.50 HZ=0.50 HZ=0.50 Z - 3 C - 2 \T1.55000;C-4 \T1.55000;C-4 \W0.88851; \T1.55000;ZC-8 \W0.83074; \T1.55000;C-3 \W0.88851; \T1.55000;ZC-8 \W0.83074; \T1.55000;C-2 \W0.88644; \T1.55000;ZC-7 \W0.82867; \T1.55000;C-1 C-5 C-5 \W0.88644; \T1.55000;ZC-7 \W0.82867; \T1.55000;C-3 \W0.88851; \T1.55000;ZC-9 \W0.83074; \T1.55000;C-1 \T1.55000;ZC-4 \T1.55000;C-2 \T1.55000;Z-6 \T1.55000;C-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø 3/8"@ 0.20 ø 1/2"@ 0.20 ø 3/8"@ 0.20 ø 3/8"@ 0.20 ø 3/8"@ 0.20 5 5 5 d3/8":1@.05, 5@.10, 1@.15,R@.25 1 1 d3/8":1@.05, 5@.10, 1@.15,R@.25 b d3/8":1@.05, 4@.10,R@.15 2 \U+00D8 5/8" 2 \U+00D8 5/8" SECCIÓN 1 - 1 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" ø 1/2"@ 0.20 ø 1/2"@ 0.20 DETALLE DE ARMADO DE ESCALERA PRIMER TRAMO ESCALA : 1/25 5 5 5 5 5 5 5 d3/8":1@.05, 7@.10,1@.15,R@.20 5 5 5 5 d3/8":1@.05, 7@.10, 1@.15,R@.25 d3/8":1@.05, 5@.10, 1@.15,R@.25 d3/8":1@.05, 5@.10, 1@.15,R@.25 ø 3/8"@ 0.20 ø 1/2"@ 0.20 ø 1/2"@ 0.20 ø 1/2"@ 0.20 ø 1/2"@ 0.20 ø 3/8"@ 0.20 ø 3/8"@ 0.20 ø 3/8"@ 0.20 5 5 5 5 5 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 1 1 a a 5 5 2d5/8" 2d5/8" 2d1/2" 2 \U+00D8 5/8"+ 1\U+00D8 1/2" SECCIÓN a - a SECCIÓN 1 - 1 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" a a DETALLE DE ARMADO DE ESCALERA ESCALA : 1/25 SEGUNDO TRAMO 5 5 5 5 5 5 5 5 d3/8":1@.05, 7@.10,1@.15,R@.20 5 2 2 5 2 2 2 2 1 1 1 1 1 1 2 2 1 1 2 2 2 2 3 3 3 3 5 5 5 5 5 5 5 5 5 4 3 2 1 5 5 5 D C B A 5 5 5 VIGA 202 (25X50) VIGA 201 (25X40) VIGA 201 (25X40) VIGA 204 (25X40) VIGA V2\fArial Narrow|b0|i0|c238|p34;05\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) 5 5 5 5 VIGA 204 (25X40) VIGA 204 (25X40) VIGA 204 (25X40) VIGA 203 (25X40) VIGA V2\fArial Narrow|b0|i0|c238|p34;05\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA V2\fArial Narrow|b0|i0|c238|p34;05\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA V2\fArial Narrow|b0|i0|c238|p34;05\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA V2\fArial Narrow|b0|i0|c238|p34;05\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) VIGA 202 (25X50) VIGA 201 (25X40) VIGA 201 (25X40) VIGA 201 (25X40) VIGA 201 (25X40) d 5/8"@ 0.25 d 5/8"@ 0.25 V.E - 102 (30\fArial|b0|i0|c238|p34;X40) d1/2"@ 0.20 Transversal d3/8"@ 0.20 sup. e inferior sup. e inferior 5 5 4d1/2"@ 0.20 d1/2"@ 0.20 7 d1/2"@ 0.20 d3/8"@ 0.30 solo por montaje CIMENTACION EJE 1-1; 5-5 d1/2"@ 0.20 d1/2"@ 0.20 SOLADO e=0.10m CºSº 1:12 2d5/8" 2d5/8" 2d5/8" VIGA DE CONEXION d3/8" d3/8" d1/2"@ 0.20 SECCIÓN 1 - 1 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 1 1 1 1 5 SOLADO e=0.10m CºSº 1:12 5 5 5 5 5 5 5 5 ESC. 1:25 1@0.05 3@0.10 Rto.@0.25 1@0.05 3@0.10 Rto.@0.25 d3/8"@ 0.30 solo por montaje 5 5 1@0.05 3@0.10 Rto.@0.25 CIMENTACION EJE 3-3 11d 5/8"@ 0.25 2d5/8" 2d5/8" 1 1 d3/8" 5 5 5 5 1 1 1 1 SECCIÓN 1 - 1 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2d5/8" 2d5/8" d3/8" 2d5/8" 2d5/8" d3/8" d1/2"@ 0.20 d1/2"@ 0.20 d5/8"@ 0.25 SOLADO e=0.10m CºSº 1:12 SOLADO e=0.10m CºSº 1:12 SOLADO e=0.10m CºSº 1:12 SOLADO e=0.10m CºSº 1:12 5 NFP +0.00 5 5 5 ESC. 1:25 d 5/8"@ 0.25 1@0.05 3@0.10 Rto.@0.25 1@0.05 3@0.10 Rto.@0.25 1@0.05 3@0.10 Rto.@0.25 d5/8"@ 0.25 d3/8"@ 0.30 solo por montaje 5 d3/8"@ 0.30 solo por montaje 1 \U+00D8 5/8"+2 \U+00D8 3/4" 1 \U+00D8 5/8"+2 \U+00D8 3/4" 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" d3/8":1@.05, 7@.10,1@.15,R@.20 5 4 4 SECCIÓN 4 - 4 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 5 5 2d5/8" 2d1/2" 4d5/8" 2d5/8" 2d5/8" 2d1/2" 2d1/2" 2d5/8" 2d5/8" 2d1/2" 2d1/2" 2d5/8" 5 5 5 5 2d5/8" 2d1/2" 4d5/8" 2d5/8" 5 5 5 5 Rst.@.25 C/e d3/8":1@.05,5@.10,2@.15 5 5 5 5 ESCALA : 1/25 VIGA V 201 (25x40) -V205 D C B A d1/4":1@.05, 4@.10,1@.15,R@.20 C-5 Rst.@.25 C/e d3/8":1@.05,4@.10,2@.15 5 5 2d5/8" 2d5/8" 2d1/2" 5 3d1/2"+3d5/8" 2d5/8" 2d5/8" 2d5/8" 2 2 falso piso 3" c.s 1:8 Entablado 5 falso piso 3" c.s 1:8 Entablado 5 falso piso 3" c.s 1:8 Entablado V.C - 102 (25X40) V.C - 102 (25X40) V.C-103 (25X40) VE-103 (25X40) 5 5 5 V.E - 2\fArial|b0|i0|c238|p34;02 (25X40) VE-203 (25X40) VE-203 (25X40) V.E - 2\fArial|b0|i0|c238|p34;02 (25X40) 5 5 5 5 5 V.C-104 (25X40) V.C-104 (25X40) V. C- 101 (25X40) V. C- 101 (25X40) V. C- 101 (25X40) V. C- 101 (25X40) V. C- 101 (25X40) V. C- 101 (25X40) 6 6 CON TECNOPOR JUNTA ENTRE TABIQUE Y COLUMNA 1" RELLENA C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A1 C-A2 C-A2 C-A2 C-A2 DETALLES DE COLUMNAS DE AMARRE Y MUROS DE LADRILLO VANO DE VENTANA CIMIENTO CORRIDO DE Cº SOBRECIMIENTO CORRIDO DE Cº VIGA ESTRUCTURAL DE CºAº ESC: 1/25 JUNTA VERTICAL DE SEPARACIÓN DE 1" (2.5 cm) MUROS CONFINADOS DE CABEZA 0.15 C-A1 cada 5 hileras 2 Alambres Nro 8 C-A1 C-A1 C-A1 Z-4 C-6 Z-4 C-6 V.C-104 (25X40) V.C-104 (25X40) V.C-104 (25X40) V.C-104 (25X40) V.C-104 (25X40) V.C-104 (25X40) d 1/2"@ 0.20 5 4 d 1/2"@ 0.20 5 5 4 3' A' B' e=0.20 e=0.20 e=0.20 e=0.20 D C B A 5 4 3 2 1 V.E - 102 (30\fArial|b0|i0|c238|p34;X40) 5 4 3 2 1 VIGA 204 (25X40) VIGA 204 (25X40) VIGA 204 (25X40) VIGA 204 (25X40) VIGA 203 (25X40) VIGA 203 (25X40) VIGA 203 (25X40) 5 5 5 5 3 3 3 3 1 1 1 1 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 2 \U+00D8 1/2" 2 \U+00D8 1/2" 2 \U+00D8 1/2" 2 \U+00D8 1/2" SECCIÓN 1 - 1 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" SECCIÓN 2 - 2 5 5 2 \U+00D8 1/2" 2 \U+00D8 1/2" SECCIÓN 3 - 3 5 5 2 \U+00D8 1/2" 2 \U+00D8 1/2" 2 2 d1/4":1@.05, 4@.10,1@.15,R@.20 5 5 5 5 5 EJES 1,2,3 VIGA V 206 5 5 5 5 D C B A 4 3' 5 A' B' 5 5 5 5 5 5 5 5 5 5 AR-1 Correas de Madera aserrada 2"x3" @ 0.60 m Armadura AR-1 espaciadas @ 0.90 m AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 AR-1 CUBIERTA EN TEJA DE ARCILLA TIPO COLONIAL SOBRE ENCARRIZADO CORREAS EN MADERA 2"X3" @ 0.60 ESTRUCTURA DE MADERA TIPO TIJERAL @ 0.90m. 5 5 5 b b b 5 3d1/2"+3d5/8" SECCIÓN b - b V.E.-102 (30x40) V.E.-102 (30x40) V.E.-102 (30x40) V.E.-102 (30x40) 5 ø 1/2"@ 0.20 5 zona traslapada Ar1 con AR2 5 5 B B B B A A A A A A Zona Traslapada Ar-2 AR-2 AR-2 AR-2 AR-2 AR-2 AR-2 AR-2 ARMADURA AR-1 ESCALA : 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCIÓN 1 - 1 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 \fArial|b0|i0|c161|p34;5/8\fArial|b0|i0|c238|p34;" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 1 2 3 5 1 1 1 1 VIGA V104 - (25x40) EJES B-B ; D-D 5 3 ESCALA : 1/25 d3/8":1@.05, 7@.10,1@.15,R@.20 5 SECCIÓN 1 - 1 d3/8":1@.05, 7@.10,1@.15,R@.20 d3/8":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 \fArial|b0|i0|c161|p34;5/8\fArial|b0|i0|c238|p34;" 2 \U+00D8 5/8" 2 \U+00D8 5/8" 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" 1 2 3 5 1 1 1 1 VIGA V103 (25x40) EJES A-A 3 1 1 ESCALA : 1/25 d3/8":1@.05, 7@.10,1@.15,R@.20 5 5 1 1 5 5 5 COBERTURA AULA ESCALA : 1/50 5 5 5 5 5 5 5 5 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 C B A D B A A` B` D B A A` B` C D B A VIGA PRINCIPAL VIGA PRINCIPAL VIGA SECUNDARIA VIGA V105 \fArial Narrow|b0|i0|c238|p34; (25\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;X\fArial Narrow|b0|i0|c0|p34; \fArial Narrow|b0|i0|c238|p34;40) 5 5 3 2 1 \W1.78886; \T1.55000; \T1.55000;C-1 \T1.55;C-3 C - 2 VIGA PRINCIPAL VIGA SECUNDARIA VIGA SECUNDARIA 5 5 D B A 5 \W1.78886; \T1.55000; \T1.55000;C-1 C - 2 5 5 5 5 VIGA SECUNDARIA VIGA SECUNDARIA 5 5 5 5 5 \T1.55;C-3 \T1.55;C-3 VIGA SECUNDARIA 5 5 5 5 d 1/2"@ 0.20 d 1/2"@ 0.20 d 1/2"@ 0.20 d 1/2"@ 0.20 d 1/2"@ 0.20 d 1/2"@ 0.20 d 1/2"@ 0.20 d 1/2"@ 0.20 5 5 5 5 5 5 5 5 C-5 2d5/8" 2d5/8" 2d5/8" 5 5 CIMENTACION ATRIO ESCALA : 1/50 d1/2"@ 0.20 d1/2"@ 0.20 SOLADO e=0.10m CºSº 1:12 5 5 5 d3/8" 1@0.05 5@0.10 2@0.15 Rto.@0.25 ESCALA 1/ 25 DET. COLUMNA Y ZAPATA 2d3/8 @0.15 NPT +3.50 TECHO 5 5 NPT +0.15 NPT +0.15 NIVEL PISO TERMINADO 5 NIVEL TERRENO NATURAL NTN +0.00 d3/8" 1@0.05 5@0.10 5 5 5 5 COLUMNA ATRIO VER CORTES Y PLANTAS EN CADA CASO VIGA 101 (25X50) VIGA 102 (25X40) 5 5 2 1 B A 2 1 B A 5 5 5 5 VIGA 101 (25X50) VIGA 102 (25X40) d1/4":1@.05, 7@.10,1@.15,R@.20 2 \U+00D8 5/8" 2 \U+00D8 5/8" a a 5 5 5 5 5 ESCALA : 1/25 VIGA 101 (25x50) 1 2 d1/4":1@.05, 7@.10,1@.15,R@.20 b b 2 \U+00D8 5/8" 2 \U+00D8 5/8" A B 5 5 1 \U+00D8 1/2" 1 \U+00D8 1/2" 1\U+00D8 1/2" ESCALA : 1/25 VIGA 102 (25x40) 5 5 5 AR-3 AR-3 AR-3 AR-3 AR-3 AR-3 AR-3 AR-3 CORREAS EN MADERA 2"X2" @ 0.50 ARRIOSTRE EN MADERA 2"X6" VIGA EN MADERA 2"X6" CANALETA DE LATON CUBIERTA EN TEJA DE ARCILLA TIPO COLONIAL SOBRE ENCARRIZADO 5 5 5 5 5 5 ARMADURA AR-3 ESCALA : 1/50 5 5 5 5 5 5 5 5 SECCIÓN a - a 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8"+1 \U+00D8 1/2" SECCIÓN 1 - 1 5 5 2 \U+00D8 5/8" 2 \U+00D8 5/8" COLUMNA C-5 1º NIVEL TIPO NIVEL Rst.@.25 C/e d3/8":1@.05,5@.10,2@.15 C-5 C-5 C-5 COBERTURA ATRIO ESCALA : 1/50 VIGA PRINCIPAL ATRIO VIGA SECUNDARIA ATRIO Correas de Madera aserrada 2"x2" @ 0.50 m MEJORAMIENTO-AMPLIACION DE LOS SERVICIOS EDUCATIVOS DE LA I.E. Nº 50533 ATAPATA Lámina \A1;C\A1;ó\A1;digo \A1; \A1;E-01 Comunidad Campesina Atapata -Distrito Ccatcca Provincia Quispicanchi Region Cusco CIMENTACION Detalle de columna Detalle de muros 2007-2010 PEDRO ILLANES PAUCAR\fArial Unicode MS|b0|i0|c0|p34; Alcalde Gestion Proyectistas MUNICIPALIDAD DISTRITAL DE CCATCCA Indicadas Escala de dibujo

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, beams, block, College, columns, construction details, DWG, earthquake, foundations, library, primary, resistant, roof, school, university