Secondary School, 8 Classrooms, Iipiales-Narino, Columbia DWG Plan for AutoCAD

Secondary School, 8 Classrooms, Iipiales-Narino, Columbia DWG Plan for AutoCAD

Regional high school for 320 students. Two levels, terrace, bathrooms. Structural plans and installations.

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

staircase, walkway, corridor, terrace, electrical installations terrace, control room, staircase, circuit box, conventions, duct that goes down, duct that goes up, cabinet of meters and protections, distribution board, duct by wall or ceiling, duct per floor, switch control, single switch, double switch, switchable switch, single-phase outlet with ground pole, floor connection box, three phase outlet, phase conductors, neutral conductor, grounding conductor, single-phase gfci outlet with pole ground, energy meter in an anti-fraud box, gfci, anti-fraud box, single-phase circuit board, the protections are installed as indicated in the load tables, note, to guarantee safety in the electrical installations in Colombia, it is mandatory to apply the technical regulation of retie electrical installations, terrace sanitary installations, terrace architectural plant, main façade, p añete stucco and painting, sill, walls, acrylic paint, ventaneria in laminate and, classroom, cross section, implantation in the lot, foundation plant, beam brace to, beam brace b, beam brace d, beam support ladder, xx cut, beam section, icopor, foundation beam, cctopeo, structural detail of ladder, load beam, floor slab, floor beam, shoe, classrooms, dining room, deposit, men, women, shoe box, steels , dimesion, thickness, sanitary bateria, foundations, slab, lightened sanitary bateria, load beam c, load beam b, load beam a, edge beam, inst. sanitary, concrete box, inst. hydraulic, up to tanks, reserve, comes from the main network, inst. electrical, comes from main electrical network, load beam a and b

Raw text data extracted from CAD file:

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\A1;4.6 \A1;4.8 \A1;4.6 \A1;5.35 \A1;0.45 \A1;0.35 \A1;0.45 \A1;0.35 \A1;0.45 \A1;0.30 \A1;3 \A1;3.28 \A1;3.28 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;5 \A1;.35 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;5.35 \A1;.35 \A1;2.6 \A1;.45 \A1;6.1 \A1;.45 \A1;3 \A1;6.55 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;5 \A1;.35 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;5.35 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.45 \A1;.35 \A1;4.25 \A1;.35 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;4.8 \A1;4.6 \A1;0.45 \A1;0.12 \A1;0.45 \A1;0.12 \A1;.07 \A1;0.36 \A1;.02 \A1;.12 \A1;.55 \A1;.12 \A1;.35 \A1;5 \A1;.35 \A1;5.35 \A1;.45 \A1;2.5 \A1;.45 \A1;.65 \A1;.65 \A1;.1 \A1;.17 \A1;.17 \A1;.3 \A1;.15 \A1;.3 \A1;.15 \A1;.15 \A1;1 \A1;1 \A1;1 \A1;2.45 \A1;0.45 \A1;0.35 \A1;0.45 \A1;0.35 \A1;.1 \A1;.5 \A1;.65 \A1;.45 \A1;.1 \A1;2.55 \A1;.45 \A1;2.55 \A1;.45 \A1;1.1 \A1;1.7 AULA 1 AULA 2 AULA 3 AULA 4 ESCALERA \A1;43.6 \A1;10.2 \A1;6.9 \A1;3.41 \A1;.35 \A1;1.75 \A1;.35 \A1;1.87 \A1;2.55 \A1;.35 \A1;9.75 \A1;.45 \A1;3.14 \A1;.45 \A1;3.14 \A1;.45 \A1;7.63 \A1;.35 \A1;.5 \A1;.6 \A1;.17 \A1;1.31 \A1;.26 \A1;1 \A1;.44 \A1;.35 \A1;1.5 \A1;.16 \A1;1.29 \A1;.87 \A1;.6 \A1;.35 \A1;9.75 \A1;.45 \A1;3.14 \A1;.45 \A1;3.15 \A1;.45 \A1;3.59 \A1;3.59 \A1;.74 \A1;.88 \A1;.23 \A1;.65 \A1;.23 \A1;.65 \A1;.2 \A1;.65 \A1;.08 \A1;.6 \A1;.9 \A1;2.41 \A1;1.22 \A1;1.45 \A1;1.2 \A1;2.85 \A1;.45 \A1;1.69 \A1;.15 \A1;.65 \A1;.23 \A1;.65 \A1;.2 \A1;.65 \A1;.08 \A1;.6 \A1;1.71 \A1;.37 \A1;1.63 \A1;.45 \A1;.35 \A1;.45 \A1;.35 \A1;.4 \A1;.3 \A1;.4 \A1;.3 \A1;.35 \A1;.45 \A1;.35 \A1;.45 \A1;.45 \A1;.35 \A1;.45 \A1;.35 \A1;.45 \A1;.35 \A1;.45 \A1;.35 \A1;.45 \A1;.35 \A1;.45 \A1;.35 \A1;1.45 \A1;3.11 \A1;1.6 \A1;3.25 \A1;1.45 \A1;1.45 \A1;2.07 \A1;1.6 \A1;2.07 \A1;1.45 \A1;1.45 \A1;3.11 \A1;1.6 \A1;3.25 \A1;1.45 \A1;4.63 \A1;4.77 \A1;4.63 \A1;4.77 \A1;3.59 \A1;3.59 \A1;1.45 \A1;2.07 \A1;1.6 \A1;2.07 \A1;1.45 \A1;3.59 \A1;3.59 \A1;.45 \A1;.35 \A1;.4 \A1;.3 \A1;1.6 \A1;1.92 \A1;1.74 \A1;1.92 \A1;1.6 \A1;1.6 \A1;2.97 \A1;1.74 \A1;3.1 \A1;1.6 \A1;.35 \A1;.45 \A1;1.74 \A1;0.45 \A1;0.35 \A1;.1 \A1;.3 \A1;.4 \A1;.3 \A1;.1 \A1;2.55 \A1;0.35 \A1;1.1 \A1;3.14 \A1;.45 \A1;3.14 \A1;.35 \A1;4.28 \A1;.35 \A1;4.42 \A1;.35 \A1;.35 \A1;.35 \A1;4.42 \A1;.35 \A1;.45 \A1;3.14 \A1;.45 \A1;1.5 \A1;.45 \A1;3.14 \A1;.45 \A1;.45 \A1;1.5 \A1;.35 \A1;.15 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.38 \A1;.35 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.55 \A1;.1 \A1;.52 \A1;3.59 \A1;3.59 \A1;1.73 \A1;4.7 \A1;4.7 \A1;3.59 \A1;3.59 \A1;1.73 \A1;3.29 \A1;.35 \A1;1.4 \A1;.15 \A1;.76 \A1;.76 \A1;.76 \A1;.76 \A1;.76 \A1;.76 \A1;.76 \A1;.76 \A1;.76 \A1;.76 \A1;.15 \A1;1.35 \A1;.45 \A1;3.19 \A1;.45 \A1;3.14 \A1;.45 \A1;0.35 \A1;0.35 \A1;1.73 \A1;3.64 \A1;3.59 \A1;.05 \A1;0.28 \A1;.02 \A1;0.10 \A1;.55 \A1;0.10 \A1;.35 \A1;4.28 \A1;.35 \A1;4.42 \A1;.35 \A1;4.63 \A1;4.77 \A1;.35 \A1;4.28 \A1;.35 \A1;4.42 \A1;.35 \A1;4.63 \A1;4.77 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;.15 \A1;1.35 \A1;.45 \A1;3.19 \A1;.45 \A1;3.14 \A1;.45 \A1;0.15 \A1;0.35 \A1;0.10 \A1;0.35 \A1;1.73 \A1;3.64 \A1;3.59 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;2.45 \A1;1.3 \A1;4.28 \A1;3.24 ANDEN AULA 1 AULA 2 AULA 3 AULA 4 CORREDOR AULA 5 AULA 6 AULA 7 AULA 8 INSTALACIONES ELECTRICAS NIVEL 1 TERRAZA ESCALERA INSTALACIONES SANITARIAS NIVEL 1 INSTALACIONES ELECTRICAS NIVEL 2 INSTALACIONES ELECTRICAS TERRAZA CUARTO DE CONTROL BAJO ESCALERA CAJILLA DE CIRCUITOS 24 CIRCUITOS 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 6 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 11 11 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16 17 CONVENCIONES DUCTO QUE BAJA DUCTO QUE SUBE GABINETE DE MEDIDORES Y PROTECCIONES TABLERO DE DISTRIBUCCION DUCTO POR PARED O TECHO DUCTO POR PISO CONTROL DE INTERRUPTOR INTERRUPTOR SENCILLO LUMINARIA TIPO INCANDESCENTE DE 100W INTERRUPTOR DOBLE INTERRUPTOR CONMUTABLE SALIDA ESPECIAL POTENCIA 1500 W TOMACORRIENTE MONOFASICO CON POLO A TIERRA GM SALIDA ESPECIAL DUCHA 2500 W CAJA CONEXION EN PISO TOMACORRIENTE TRIFASICA CONDUCTORES DE FASES CONDUCTOR NEUTRO CONDUCTOR DE PUESTA A TIERRA TOMACORRIENTE MONOFASICO GFCI CON POLO A TIERRA LUMINARIA APLIQUE INCANDESCENTE DE 100W c M MEDIDOR DE ENERGIA EN CAJA ANTIFRAUDE T T GFCI M RED B. T 120V 60hz CEDENAR MEDIDOR MONOFASICO 120V 60A. INTERRUPTOR AUTOMATICO 1*50A CAJA ANTIFRAUDE pvc ø1" Cu Nº 6 Cu Nº 10 TABLERO DE CIRCUITOS MONOFASICO 8 CIRCUITOS LAS PROTECCIONES SE INSTALAN SEGUN LO INDICADO EN LAS TABLAS DE CARGA DIAMETRO DEL DUCTO NO ESPECIFICADO EN EL PLANO ES TUBO ELECTRICO PVC Ø 3/4", CON SU RESPECTIVOS ACCESORIOS. NOTA CALIBRE DEL CONDUCTOR NO ESPECIFICADO EN EL PLANO ES ALAMBRE DE COBRE Nº 12 THHN - THNW 75º CALIBRE DEL CONDUCTOR DE PUESTA A TIERRA, NO ESPECIFICADO EN PLANO ES ALAMBRE DE COBRE Nº 14 THHN - THNW 75º PARA GARANTIZAR LA SEGURIDAD EN LAS INSTALACIONES ELECTRICAS EN COLOMBIA ES REQUISITO OBLIGATORIO APLICAR EL REGLAMENTO TECNICO DE INSTALACIONES ELECTRICAS RETIE pvc ø1" Cu Nº 6 Cu Nº 10 INSTALACIONES SANITARIAS NIVEL 2 INSTALACIONES SANITARIAS TERRAZA PVCø4" SP4" PVCø4" B.A.LL.4" B.A.LL.4" B.A.LL.4" SP4" SP4" B.A.LL.4" SP4" B.A.LL.4" SP4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" B.A.LL.4" PVC3" SP3" PVC3" SP3" PVC3" SP3" PVC3" SP3" PVC6" PVC6" PVC6" PVC4" PVC4" PVC4" PVC4" PVC4" PVC4" PVC4" PVC4" PVC4" PVC6" 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 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 ANDEN AULA 1 AULA 2 AULA 3 AULA 4 ESCALERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ARQUITECTONICA NIV. 1 A B C D 2 1 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 CORREDOR AULA 5 AULA 6 AULA 7 AULA 8 ESCALERA PLANTA ARQUITECTONICA NIV. 2 A B C D 5 5 5 2 1 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 2 1 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TERRAZA PLANTA ARQUITECTONICA TERRAZA FACHADA PRINCIPAL 5 5 7.05 5 PAÑETE ESTUCO Y PINTURA ANTEPECHO PAÑETE ESTUCO Y PINTURA ANTEPECHO PAÑETE ESTUCO Y PINTURA MUROS PUERTA EN LAMINA C/20 PINTURA ACRILICA PUERTA EN LAMINA C/20 PINTURA ACRILICA ANTEPECHO METALICA N3 VENTANERIA EN LAMINA Y VIDRIO 4MM 5 5 5 2.55 5 5 5 5 5 5 1.4 5 1.10 5 5 1.10 5 5 5 5 5 SALA DE CLASE SALA DE CLASE CORREDOR CORREDOR 5 TERRAZA CORTE TRANSVERSAL IMPLANTACIÓN EN EL LOTE PLANTA DE CIMENTACION A B C D 1 2 7 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 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 3 4 5 6 8 9 10 A B C D 1 2 3 4 6 8 9 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 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 VIGA RIOSTRA A VIGA DE CARGA 1 VIGA DE CARGA 2 VIGA DE CARGA 3 VIGA DE CARGA 4 VIGA DE CARGA 5 VIGA DE CARGA 6 VIGA DE CARGA 7 VIGA DE CARGA 8 VIGA DE CARGA 9 VIGA DE CARGA 10 5 VT1 VT1 VT1 VT1 VT2 VT2 VT2 VT2 VT2 VT2 VT2 LOSA ALIGERADA NIVEL 1 Y 2 5 7 10 VIGA RIOSTRA B VIGA RIOSTRA D VIGA RIOSTRA A VIGA RIOSTRA B VIGA RIOSTRA D VT1 VT1 VT1 VT1 VT2 VT2 VT2 VT2 VT2 VT2 VT2 VT1 VT1 VT1 VT1 VT2 VT2 VT2 VT2 VT2 VT2 VT2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALERA 5 VIGA APOYO DE ESCALERA 3N5.L=3.0M 3N5.L=6.0M 3N5.L=5.0M 3N5.L=6.0M 3N5.L=5.0M 3N5.L=4.0M 3N5.L=6.0M 3N5.L=6.0M 3N5.L=6.0M 3N5.L=2.70M 3N5.L=6.0M 3N5.L=4.0M 3N5.L=6.0M 3N5.L=5.0M 3N5.L=6.0M 3N5.L=4.0M 3N5.L=6.0M 3N5.L=6.0M 3N5.L=6.0M 2N6.L=1.50M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 2N6.L=2.0M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M X X CORTE X-X 0.45 0.35 9N5 EN3 rec=3.5cms VIGAS RIOSTRAS A/ NIV. 1 Y 2 3N5.L=3.0M 3N5.L=6.0M 3N5.L=5.0M 3N5.L=6.0M 3N5.L=5.0M 3N5.L=4.0M 3N5.L=6.0M 3N5.L=6.0M 3N5.L=6.0M 3N5.L=2.70M 3N5.L=6.0M 3N5.L=4.0M 3N5.L=6.0M 3N5.L=5.0M 3N5.L=6.0M 3N5.L=4.0M 3N5.L=6.0M 3N5.L=6.0M 3N5.L=6.0M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N6.L=1.50M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 3N5.L=3.0M 2N6.L=2.0M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M EN3.C/5CMS.L=1.3M EN3.C/10CMS EN3.C/5CMS.L=1.3M X X CORTE X-X 0.45 0.45 9N5 EN3 rec=3.5cms VIGAS RIOSTRAS B ,D/ NIV. 1 Y 2 A B C D VIGA DE CARGA 1,3,5,7,9,10. NIV/1 Y 2 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 1 8 10 5 5 5 3N5.L=6.0M 3N5.L=5.0M 3N5.L=1.50M 3N5.L=1.50M 3N5.L=1.50M 3N5.L=5.0M 3N5.L=6.0M 3N5.L=1.0M 4N5.L=2.0M 4N5.L=2.0M 3N5.L=1.0M EN3.C/5CMS.L=0.8M EN3.C/10CMS EN3.C/5CMS.L=0.8M EN3.C/5CMS.L=0.8M EN3.C/10CMS EN3.C/5CMS.L=0.8M EN3.C/10CMS EN3.C/5CMS.L=0.8M EN3.C/5CMS.L=0.8M 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 CORTE X-X 0.45 0.35 9N5 EN3 rec=3.5cms 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M 2N4.L=2.50M X X A B D VIGA DE CARGA 2,4,6,8. NIV/1 Y 2 4N6.L=6.0M 4N6.L=6.0M 1N6.L=3.0M 3N5.L=5.0M 3N5.L=6.0M 4N5.L=1.0M 3N6.L=2.0M EN3.C/5CMS.L=0.8M EN3.C/10CMS EN3.C/5CMS.L=0.8M EN3.C/5CMS.L=1.8M EN3.C/10CMS CORTE X-X 0.45 0.35 5N6 EN3 rec=3.5cms X X EN3.C/5CMS.L=1.8M 3N6.L=1.0M 3N6.L=2.0M 5 5 5 5 5 5 5 3N5 2N3.L=3.0M 2N3.L=6.0M 2N3.L=5.0M 2N3.L=6.0M 2N3.L=5.0M 2N3.L=4.0M 2N3.L=6.0M 2N3.L=6.0M 2N3.L=6.0M 2N3.L=2.70M 2N3.L=6.0M 2N3.L=4.0M 2N3.L=6.0M 2N3.L=5.0M 2N3.L=6.0M 2N3.L=4.0M 2N3.L=6.0M 2N3.L=6.0M 2N3.L=6.0M EN2.C/10CMS.L=1.3M EN2.C/20CMS X X VIGUETA VT1 / NIV. 1 Y 2 1 2 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=1.50M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=1.50M 2N3.L=3.0M 2N3.L=6.0M 2N3.L=5.0M 2N3.L=6.0M 2N3.L=5.0M 2N3.L=4.0M 2N3.L=6.0M 2N3.L=6.0M 2N3.L=2.60M 2N3.L=6.0M 2N3.L=4.0M 2N3.L=6.0M 2N3.L=5.0M 2N3.L=6.0M 2N3.L=4.0M 2N3.L=6.0M 2N3.L=6.0M X X 1 2 3 4 5 6 7 8 9 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 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=2.50M 1N4.L=1.50M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=2.0M 1N4.L=1.50M VIGUETA VT2 / NIV. 1 Y 2 0.45 0.12 2N3 2N3 1N4 EN2 EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M EN2.C/10CMS.L=1.3M EN2.C/20CMS EN2.C/10CMS.L=1.3M 0.45 0.12 2N3 2N3 1N4 EN2 CORTE X-X CORTE X-X SECCION DE VIGUETAS .07 0.36 .02 .12 .55 .12 ICOPOR 4N3 EN2 4N3 EN2 MALLA ELECTROSOLDADA Q 3.1 MALLA ELECTROSOLDADA M-042 EN3.C/5CMS.L=1.5M EN3.C/5CMS.L=1.5M EN3.C/10CMS 3N6.L=6.3M 3N6.L=6.3M 2N5.L=1.5M 2N5.L=1.5M 9 10 CORTE X-X 0.45 0.30 3N6 EN3 rec=3.5cms X X 3N6 5 5 5 5 VIGA APOYO DE ESCALERA 5 5 5 5 4N6 3N5 EN3.C/15CMS rec=5cms VIGA DE CIMENTACIÓN CCTO CICLOPEO ESC=1:25 LOSA DE CONTRAPISO E= 10CMS 6N6 EN3 DETALLE ESTRUCTURAL DE ESCALERA 1N4.C/15CMS 1N4.C/10CMS 1N4.C/15CMS 1N4.C/10CMS 1N4.C/15CMS 1N4.C/10CMS 1N4.C/15CMS 5 5 5 5 5 5 .15 5 5 5 5 5 5 8N6 4N5 0.45 0.35 rec=3.5cms EN3 X X CORTE X-X 16 E N3.C/5CMS.L=.75M E N3.C/10CMS 17 E N3.C/5CMS.L=.80M 17 E N3.C/5CMS.L=.80M 17 E N3.C/5CMS.L=.80M E N3.C/10CMS 8 E N3.C/15CMS.L=1.0M 8N6 4N5 0.45 0.35 rec=3.5cms EN3 X X CORTE X-X COLUMNA TIPO 4B Se deben construir todas las columnas, de acuerdo a la columna tipo 4B El solado de 10cms se fundirà con concreto F'c=160kg/cm2 El concreto ciclopeo se deberá fudir con ccto F'c=210kg/cm2 Las estructuras principales se fundirán con cctos de F'c= 250kg/cm2 5 5 5 5 5 5 5 5 5 5 VIGA DE CARGA VIGA DE CARGA LOSA DE PISO VIGA DE PISO CCTO CICLOPEO ZAPATA 5 ESC=1:25 21/E N3.C/5CMS./EN EL DESPLANTE 1N5.C/ 15CMS EN LOS DOS SENTIDOS AULAS AULAS AULAS AULAS AULAS COMEDOR \fArial|b0|i0|c0|p34|;DISCAPACITADOS \fArial|b0|i0|c0|p34|;LAVATRAPEROS DEPOSITO HOMBRES MUJERES ZAPATA CUADRO DE ZAPATAS A1, A10, D1, D10 ACEROS 1N5/C.12cms en los dos sentidos B(1,3,5,7,9,10) 1N5/C.20cms en los dos sentidos A(2,3,4,5,6,7,8) DIMESION 1.45MX 1.45M ESPESOR 40CMS C(1,3,5,7,9,10) D(1,3,5,7,9,10) 1.85MX 1.85M 45CMS 1.85MX 1.85M 45CMS 1.85MX 1.85M 45CMS 1N5/C.20cms en los dos sentidos 1N5/C.20cms en los dos sentidos 45CMS 1N5/C.20cms en los dos sentidos 2.45MX 2.45M 50CMS 1N5/C.15cms en los dos sentidos B(2,4,6,8) 2.45MX 2.45M 50CMS 1N5/C.15cms en los dos sentidos 1.85MX 1.85M C(2,4,6,8) 5 5 5 \fArial|b0|i0|c0|p34|;DISCAPACITADOS \fArial|b0|i0|c0|p34|;PMT002 \fArial|b0|i0|c0|p34|;LAVATRAPEROS DEPOSITO BATERIA SANITARIA 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 CIMENTACIONES 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 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 1N4/C20CMS EN LOS DOS SENTIDOS. E= 35CMS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A 1 2 3 C 5 6N5 2N4 0.45 0.35 rec=3.5cms EN3 X X CORTE X-X 16 E N3.C/5CMS.L=.75M 10/E N3.C/10CMS 17 E N3.C/5CMS.L=.80M COLUMNA TIPO 2B Se deben construir todas las columnas, de acuerdo a la columna tipo 2B El solado de 10cms se fundirà con concreto F'c=160kg/cm2 El concreto ciclopeo se deberá fudir con ccto F'c=210kg/cm2 Las estructuras principales se fundirán con cctos de F'c= 250kg/cm2 5 5 5 5 5 5 0.35 LOSA LOSA DE PISO VIGA DE PISO CCTO CICLOPEO ZAPATA 5 ESC=1:25 21/E N3.C/5CMS./EN EL DESPLANTE 1N4.C/ 20CMS EN LOS DOS SENTIDOS Rec= 7cms LOSA ALIGERADA BATERIA SANITARIA 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 B A 1 2 3 C 5 5 5 5 5 5 5 5 VT1 VT1 VT1 VT1 VT1 VT1 VT1 VT1 VT1 VT1 VT1 VT1 VIGA DE CARGA C VIGA DE CARGA B VIGA DE CARGA A VIGA DE BORDE VIGA DE RIOSTRA 1 VIGA DE RIOSTRA 2 VIGA DE RIOSTRA 3 5 5 5 5 INST. SANITARIAS DEPOSITO PMT002 PVCø4" PVCø4" PVCø4" PVCø4" PVCø4" PVCø4" PVCø4" PVCø4" PVCø4" PVCø2" PVCø2" PVCø2" PVCø2" PVCø2" PVCø2" PVCø2" PVCø2" PVCø2" PVCø2" PVCø3" PVCø3" PVCø2" PVCø4" PVCø2" PVCø2" PVCø4" PVCø3" SP3" SP3" SP3" PVCø3" SP3" SP2" SP2" LM LM LM LM LM S S S S S S S S OR OR OR OR S CAJILLA CONCRETO 5 5 CAJILLA CONCRETO 5 5 PVCø4" PVCø4" LM LM LM LM LM CAJILLA CONCRETO 5 5 5 5 5 5 INST. HIDRAULICAS DEPOSITO PMT002 PVCø3/4" PVCø3/4" PVCø3/4" PVCø3/4" PVCø3/4" PVCø3/4" PVCø3/4" PVCø3/4" RED DE DISTRIBUCIÓN EN TUBERIA PVCø3/4" RDE13. LAS SALIDAS A APARATOS SANITARIOS SE REALIZA EN TUBO ø 1/2" DE RDE13 SE INSTALARAN EN SERIA CUATRO TANQUES DE RESERVA DE 1000LTS.C/U SUBE A TANQUES DE RESERVA PVCø3/4" VIENE DE RED PRINICIPAL INST. ELECTRICAS 1 1 1 1 1 1 1 1 1 1 1 VIENE DE RED ELECTRICA PRINCIPAL EN3.C/5CMS EN3.C/5CMS.L=1.0M EN3.C/5CMS.L=1.0M EN3.C/5CMS.L=1.0M EN3.C/5CMS.L=1.0M EN3.C/10CMS EN3.C/10CMS 0.35 0.35 X X CORTE X-X 6N5 EN3 rec= 3cms A B C 5 5 5 5 5 5 5 5 5 5 2N5.L=6.0M 2N5.L=4.25M 2N5.L=3.0M 2N5.L=6.0M 2N5.L=4.25M VIGAS RIOSTRAS 1,2 Y 3 SECCION DE VIGUETAS .05 0.28 .02 0.10 .55 0.10 ICOPOR 4N3 EN2 4N3 EN2 MALLA ELECTROSOLDADA Q 3.1 MALLA ELECTROSOLDADA M-042 VIGA DE CARGA C 5 5 5 5 5 5 5 1 2 3 EN3.C/5CMS.L=1.0M EN3.C/10CMS EN3.C/5CMS.L=1.0M EN3.C/5CMS.L=1.0M EN3.C/5CMS.L=1.0M EN3.C/10CMS 3N5 L=2.80M 3N5.L= 6.0M 3N5.L= 5.0M 3N5.L= 6.0M 3N5 L=2.80M 2N5 L=1.50M 2N5 L=1.50M 2N5 L=3.0M 0.35 0.35 X X CORTE X-X VIGA DE CARGA A Y B 5 5 5 5 5 5 5 1 2 3 EN3.C/5CMS.L=1.0M EN3.C/10CMS EN3.C/5CMS.L=1.0M EN3.C/5CMS.L=1.0M EN3.C/5CMS.L=1.0M EN3.C/10CMS 3N5 L=2.80M 3N5.L+1N4= 6.0M 3N5.L+1N4= 5.0M 3N5.L= 6.0M 3N5 L=2.80M 2N5 L=1.50M 2N5 L=1.50M 2N5 L=3.0M 0.35 0.35 X X CORTE X-X 6N5 EN3 rec= 3cms 1N4 6N5 EN2.C/5CMS EN2.C/10CMS.L=1.0M EN2.C/20CMS 0.10 0.35 X X CORTE X-X 4N3 EN2 rec= 1cms A B C 5 5 5 5 5 5 5 5 5 5 2N3.L=6.0M 2N3.L=4.25M 2N4.L=3.0M 2N3.L=6.0M 2N3.L=4.25M VIGUETAS VT1 EN2.C/10CMS.L=1.0M EN2.C/10CMS.L=1.0M EN2.C/10CMS.L=1.0M EN2.C/20CMS VIGA DE BORDE 4N4 EN3.C/15CMS rec= 2cms 0.15 0.35 ESC/1:12.5 4N6 VIGA DE CIMENTACIÓN 3N4 CCTO CICLOPEO rec=5cms ESC=1:25 0.40 0.40 0.30 0.30 EN3/C15CMS 5 5 LAS PROTECCIONES SE INSTALAN SEGUN LO INDICADO EN LAS TABLAS DE CARGA 5 5 \fArial Narrow|b0|i0|c0|p34|;J:\\Works\\A.C.M\\2011\\Tecnica\\Colegio Ipiales\ ROY-SEMINARIO IPIALES-RV07.rvt \fArial Narrow|b0|i0|c0|p34|; 1 : 50 \fArial Narrow|b0|i0|c0|p34|;PLANTA ARQUITECTONICA PRIMER PISO \fArial Narrow|b0|i0|c0|p34|;A101 \fArial Narrow|b0|i0|c0|p34|;12/15/11 \fArial Narrow|b0|i0|c0|p34|;C.E.M.P. \fArial Narrow|b0|i0|c0|p34|;ARQ. ALVARO GALINDO VELA \fArial|b0|i0|c0|p34|; 1 : 50 \fArial|b0|i0|c0|p34|;A101 \fArial|b0|i0|c0|p34|;PLANTA 1ER PISO \fArial|b0|i0|c0|p34|;1

Language	Spanish
Drawing Type	Plan
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bathrooms, classrooms, College, columbia, DWG, high, installations, levels, library, plan, plans, regional, school, secondary, structural, students, terrace, university