Semi Olympic Pool–Educational Institution DWG Detail for AutoCAD

Semi Olympic Pool–Educational Institution DWG Detail for AutoCAD

Semiolimpic pool; for educative institutions ; with architectural details

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

Republic of Peru, Ministry of Education, pool, npt., npt., circulation, circulation, grilles, sef, ramp, approx., average, propedio, approx., average, pool, screws with, self-supporting roof, galvanized angle, self-supporting roof, galvanized angle, screws, approx., neoprene washer, approx., of glass, translucent in fiber, average, concrete beam, curved panel, pipe attached to the arch, lainas sealed with the bow placed, luminaires, self-supporting metal roofing, fixed translucent cover, scale, arcotecho system, isometric placement, translucent angles, scale, arc connection, in support beam, scale, fixed coverage, freestanding, scale, placement of lainas in the arch, scale, coverage section, scale, detail beam support, scale, curved panel, galvanized, steel sheet, expansion bolts, calculation, calculation, according to structural calculation, sup inf., curvature of, concrete beam, expansion bolts, clamping plate, beam anchor, scale, concrete, Olympic pool, drawing, plane of, school, sheet, date, scale, Location, leadership, reviewed, Vobo, office of educational infrastructure, arq., yyyy, ing. luis alberto huaylinos maravi, contractor:, dyacons sac., design:, chap., arq.victor caceres totes, i.e. of conception, screws with, self-supporting roof, galvanized angle, self-supporting roof, galvanized angle, screws, approx., neoprene washer, approx., of glass, translucent in fiber, average, concrete beam, curved panel, pipe attached to the arch, lainas sealed with the bow placed, luminaires, self-supporting metal roofing, fixed translucent cover, scale, arcotecho system, isometric placement, translucent angles, scale, arc connection, in support beam, scale, fixed coverage, freestanding, scale, placement of lainas in the arch, scale, coverage section, scale, luminaire fixing system, variable height, luminary, Laina, scale, detail beam support, scale, curved panel, galvanized, steel sheet, expansion bolts, calculation, calculation, according to structural calculation, sup inf., curvature of, arc connection, steel beam, curved panel, in steel channel beam, scale, propedio, folded, detail steel gutter girder, scale, galvanized steel sheet, cap screw, curved panel, fixed self-supporting cover, scale, arrow of, concrete beam, expansion bolts, clamping plate, beam anchor, scale, concrete, pool

Raw text data extracted from CAD file:

REPUBLICA DEL PERÚ MINISTERIO DE EDUCACION 5 5 5 \A1;135° \A1;135° \A1;135° PISCINA 13 NPT. \A1;6.44 \A1;3.81 \A1;1.20 \A1;13.26 \A1;1.20 \A1;.83 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.35 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.25 NPT. CIRCULACION 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 CIRCULACION GRADERIAS 6.438408008144165 3.810000043062928 1.199999999998568 13.25935792899099 1.200000000001296 0.830010857354182 0.2999999694304734 0.49999999032093 0.3000000096792519 0.4999999903213848 0.3000000096785698 0.5000000045220077 0.2999999954777195 0.3500000049975824 0.3999999998409294 0.4000000001587978 0.3999999998409294 0.3999999614538865 0.4000000385451585 0.3999999614441094 0.4000000385376552 0.2500000370985163 N.P.T.+3280.65 N.P.T.+3279.45 N.P.T.+3282.45 N.P.T.+3279.45 Sef \A1;1.70 \A1;1.30 \A1;.50 \A1;.50 \A1;.80 \A1;4.05 \A1;1.30 \A1;.50 \A1;.50 \A1;.80 RAMPA \A1;610.00 \A1;1.70 \A1;1.30 \A1;.50 \A1;.50 \A1;.80 \A1;1.30 \A1;.50 \A1;.50 \A1;.80 \A1;1000 aprox. \A1;610 aprox. \A1;610 aprox. \A1;150 \A1;150 \A1;25 \A1;25 \A1;100 \A1;610 \A1;50 Promedio \A1;200.00 \A1;300 \A1;50.00 \A1;H \A1;B \A1;.43 \A1;.15 \A1;aº \A1;.20 \A1;aº \A1;aº \A1;.30 \A1;.30 \A1;50.00 \A1;4.05 \A1;203 \A1;200 \A1;2.63 \A1;4.41 \A1;4.09 \A1;4.09 \A1;4.55 \A1;4.54 \A1;4.09 \A1;4.09 \A1;4.42 \A1;34.30 \A1;250 \A1;610 \A1;25 \A1;100 \A1;25 \A1;150 \A1;150 \A1;50 Propedio \A1;610.00 \A1;1000 aprox. \A1;610 aprox. \A1;610 aprox. \A1;150 \A1;150 \A1;25 \A1;25 \A1;100 \A1;610 \A1;50 Promedio \A1;H \A1;B \A1;4.30 \A1;1.50 \A1;aº \A1;203 \A1;200 \A1;250 NPT+3282.45 NPT+3279.45 PISCINA \W5.53063; NPT+3281.20 \W5.53063; NPT+3277.75 5 \W5.53063; NPT+3279.45 \W5.53063; NPT+3280.65 5 5 5 5 5 NPT+3280.65 5 5 5 5 NPT+3277.80 203 200 610.00 TORNILLOS DE 14x1" CON TECHO AUTOPORTANTE L 1"x1/8" ANGULO GALVANIZADO TECHO AUTOPORTANTE ANGULO GALVANIZADO TORNILLOS 14x1" 1000 aprox. 610 aprox. L 1"x1/8" ARANDELA DE NEOPRENE 610 aprox. DE VIDRIO e=1mm TRASLUCIDO EN FIBRA 150 150 25 25 100 610 250 50 Promedio VIGA DE CONCRETO PANEL CURVADO PL 150x150x2.5mm TUBERIA ADOSADA AL ARCO LAINAS SELLADAS CON EL ARCO COLOCADAS @ 1.50m LUMINARIAS COBERTURA METALICA AUTOPORTANTE FIJADO DE COBERTURA TRASLUCIDA Escala 1/20 SISTEMA ARCOTECHO ISOMETRICO COLOCACION ANGULOS TRASLUCIDOS Escala 1/20 CONEXION DEL ARCO EN VIGA DE APOYO Escala 1/10 FIJADO DE COBERTURA AUTOPORTANTE Escala 1/20 COLOCACION DE LAINAS EN EL ARCO Escala S/E SECCION DE COBERTURA Escala 1/10 DETALLE VIGA DE APOYO Escala 1/20 PANEL CURVADO GALVANIZADO 150x150x2.5mm PLANCHA DE ACERO PERNOS DE EXPANSION H (segun calculo estructural) B (segun calculo estructural) d Segun calculo estructural 5 5 aº d 3/8"@0.20m sup. e inf. d 3/8"@0.20m sup. e inf. (segun curvatura de arco) VIGA DE CONCRETO \A1;4 PERNOS DE EXPANSION \S3#8;"x3\S1#2;" PLACA DE SUJECION 150x150x2.5mm ANCLAJE EN VIGA Escala 1/10 DE CONCRETO PISCINA OLIMPICA DIBUJO PLANO DE CENTRO EDUCATIVO LAMINA FECHA ESCALA UBICACION JEFATURA REVISADO VoBo OFICINA DE INFRAESTRUCTURA EDUCATIVA MES-19XY 1/XYZ AB-XY N N ARQ. AAAA ING. LUIS ALBERTO HUAYLINOS MARAVI N N CONTRATISTA: DYACONS SAC. DISEÑO: C.A.P. 6642 ARQ.VICTOR CACERES TUESTA I.E. 09 DE JULIO- CONCEPCION 203 200 610.00 TORNILLOS DE 14x1" CON TECHO AUTOPORTANTE L 1"x1/8" ANGULO GALVANIZADO TECHO AUTOPORTANTE ANGULO GALVANIZADO TORNILLOS 14x1" 1000 aprox. 610 aprox. L 1"x1/8" ARANDELA DE NEOPRENE 610 aprox. DE VIDRIO e=1mm TRASLUCIDO EN FIBRA 150 150 25 25 100 610 250 50 Promedio VIGA DE CONCRETO PANEL CURVADO PL 150x150x2.5mm TUBERIA ADOSADA AL ARCO LAINAS SELLADAS CON EL ARCO COLOCADAS @ 1.50m LUMINARIAS COBERTURA METALICA AUTOPORTANTE FIJADO DE COBERTURA TRASLUCIDA Escala 1/20 SISTEMA ARCOTECHO ISOMETRICO COLOCACION ANGULOS TRASLUCIDOS Escala 1/20 CONEXION DEL ARCO EN VIGA DE APOYO Escala 1/10 FIJADO DE COBERTURA AUTOPORTANTE Escala 1/20 COLOCACION DE LAINAS EN EL ARCO Escala S/E SECCION DE COBERTURA Escala 1/10 SISTEMA DE FIJACION DE LUMINARIAS ALTURA VARIABLE LUMINARIA LAINA Escala S/E DETALLE VIGA DE APOYO Escala 1/20 PANEL CURVADO GALVANIZADO 150x150x2.5mm PLANCHA DE ACERO PERNOS DE EXPANSION H (segun calculo estructural) B (segun calculo estructural) d Segun calculo estructural 5 5 aº d 3/8"@0.20m sup. e inf. d 3/8"@0.20m sup. e inf. (segun curvatura de arco) CONEXION DEL ARCO VIGA DE ACERO PANEL CURVADO PL 150x150x2.5mm EN VIGA CANAL DE ACERO Escala 1/10 610 25 100 25 150 150 50 Propedio .20 \A1;Plancha doblada de \S1#4;" DETALLE 1: VIGA CANALON DE ACERO Escala 1/10 aº aº 5 5 150x150x2.5mm PLANCHA DE ACERO GALVANIZADO <> PERNO d3/8"x1 1/2" PANEL CURVADO <> 300 5 FIJADO DE COBERTURA AUTOPORTANTE Escala 1/10 (segun flecha de arco) VIGA DE CONCRETO \A1;4 PERNOS DE EXPANSION \S3#8;"x3\S1#2;" PLACA DE SUJECION 150x150x2.5mm ANCLAJE EN VIGA Escala 1/10 DE CONCRETO NPT+3282.45 NPT+3279.45 PISCINA \W5.53063; NPT+3281.20 \W5.53063; NPT+3277.75 5 \W5.53063; NPT+3279.45 \W5.53063; NPT+3280.65 1 12 11 7 2 5 -1 -2 -3 9 5 5 5 5 5 NPT+3280.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+3277.80

Language	Spanish
Drawing Type	Detail
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel
Measurement Units
Footprint Area
Building Features	Pool
Tags	architectural, autocad, DETAIL, details, DWG, educational institution buildings, educative, institution, institutions, olympic, piscina, piscine, POOL, schwimmbad, semi, swimming pool