Sports Platform DWG Block for AutoCAD

Sports Platform DWG Block for AutoCAD

SPORT MULTI PLATFORM FOR EDUCATIONAL INSTITUTIONS BY REGULATION OF THE MINISTRY OF EDUCATION. PLANT – VIEW – STRUCTURAL PLANT (SEPARATION OF MEETINGS)

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

cut, sidewalk, Tiled wood floor, False floor, Foundation, Tiled wood floor, False floor, sidewalk, cut, Overcoming, sidewalk, Overcoming, Foundation, scale, Foundation, cut, sidewalk, Tiled wood floor, False floor, sidewalk, Overcoming, Foundation, scale, Parapet column, Stirrups, scale, Wire no. Each yarn, In wall, Joist with, With stirrups, In passage, Parapet detail, Slab typical, Astemp, Det., Stirrups of, Stirrups of, Det., Stirrups of, Stirrups of, Det., Stirrups of, Stirrups of, Stirrups of, Stirrups of, variable, variable, variable, Sole, Npt., False floor, Mat. filling, Ntn., East side bypass, Jiron automotive, Jiron of august, Jiron highland, To sew, N. M., Area chart, Area of ​​land …………………………, Perimeter …………………………………………. Ml, Existing built area, Sports platform, free area ………………………………………… .., Classrooms build ………………, water well, flag’s stick, grotto, Good state of conservation, Ss.hh.d., Ss.hh.v., Existing class, Material adobe regular state of consevacion, kitchen, communal living, Main income, emergency exit, emergency door, Latrines, Multiple use sports platform, Fulbito, basketball, volley, Area of ​​protection, sheet, scale, date, Ee.pp., Apartment, fist, Distr., Provi., Juliaca, San roman, Cad designs. Jaime peñaloza calloapaza, Oo.pp., Dd.uu., Location, draft, general plant, Provincial municipality of san roman, Mayor: prof. David mamani paricahua, December, Division of studies, Projects, Ing. Roger m. Puma salazar, Ing. A. Miranda Pizarro, Ing. Ricardo beads carita, Improvement of educational infrastructure, I.e. Virgin of chapi apiraj, Townhouse apiraj juliaca, supervision, Ing. Percy muñuico ccalli, classroom, address, note:, Door is wood aguano includes varnished, Bronze hinges of, Strong plate, scale, Door detail, Wood aguano, finish, note:, Strong plate, Bronze hinges of, Door is wood aguano includes varnished, Door detail, finish, Wood aguano, scale, Sports platform separation of joints, Note: the emptying of slab will be done by alternating cloths respecting the level between cloth cloth, Esc., section, Rubbed floor, Asphalt seal, Affirmed, Concrete slab, Affirmed, Esc., section, Rubbed floor, Asphalt seal, Concrete slab, Concrete kg, Technical specifications, Expansion joint asphalt seal by weight, Base asserted select ……………. cm., Welding cellocord blue point arc of fulbito basketball, note:, The emptying of slab will be done alternating respecting the levels of, Sloping from the center the ends of the paltaforma, The curing of the emptying will be by the system of rice by days, Tongue and groove, Tube fºgº, Detail of fulbito arc basketball court, Esc., Basket rim, Cedar wood finish, profile, Bolts with nut, front elevation, Tube fºgº, anchorage, Tube fºgº, dipstick, profile, Lateral elevation, Play area, Painted picture of sports slab, Width of strip, Fringe color, type of paint, basketball, volley, Fulbito, Cm., electric blue, yellow, White, enamel, Volleyball net detail, Esc., Network height ladies, Male network height, Concrete data, Antenna tub., Thin cloth double band, White cloth tape cm. Wide, Projection lateral line of court, Basketball court, Green paint area, Multiple use sports platform, N.p.t., Post for volleyball net, Tensile anchor, basketball, volley, drilling, Badge faith, diameter, faith. from, bent, Concrete data, Det. Tensile anchor, Schematic scale, Esc., Plan in plan

Raw text data extracted from CAD file:

\A1;0.40 \A1;0.40 \A1;0.80 \A1;0.15 \A1;0.50 \A1;0.80 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.80 \A1;0.50 -69.93486455886651 -69.93486455886651 CORTE B-B VEREDA VEREDA -69.93486455886651 -69.93486455886651 Piso de madera machihembrada Falso piso e=0.10 -69.93486455886651 Cimentación Piso de madera machihembrada Falso piso e=0.10 VEREDA NPT+0.15 N.T.+0.00 NPT+0.00 NPT+0.30 CORTE A-A -69.93486455886651 -69.93486455886651 Sobrecimiento -69.93486455886651 -69.93486455886651 VEREDA NPT+0.15 Sobrecimiento -69.93486455886651 Cimentación N.T.+0.00 NPT+0.00 NPT+0.30 ESCALA 1:25 CIMIENTO CORRIDO CORTE C-C VEREDA -69.93486455886651 Piso de madera machihembrada Falso piso e=0.10 NPT+0.00 VEREDA NPT+0.15 Sobrecimiento Cimentación N.T.+0.00 -69.93486455886651 NPT+0.30 \A1;0.90 \A1;0.05 \A1;0.1 \A1;0.20 \A1;1.00 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.15 ESCALA 1/25 1 - 1 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 COLUMNA DE PARAPETO Estribos ø1/4" @ 0.15 ESCALA 1/25 2ø3/8" 2ø3/8" -4767.63344113975 Alambre Nº 8 cada 3 hiladas En muro 2ø3/8" Eø 1/4" @ 0.15 VIGUETA : armado con 4 Ø 1/2" con estribos de 1/4" @ 0.25 EN PASADIZO DETALLE DE PARAPETO LOSA ALIGERADO TIPICO 0.30 Astemp d 1/4" @ 0.25 0.30 As(+) As(-) 0.10 0.10 0.30 \A1;0.15 0.05 \A1;0.70 \A1;0.40 \A1;1.00 \A1;1.30 \A1;1.65 \A1;1.30 \A1;0.40 \A1;1.00 \A1;0.70 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.70 \A1;6.70 \A1;0.60 \A1;0.40 \A1;1.00 \A1;1.30 \A1;1.65 \A1;1.30 \A1;0.40 \A1;1.00 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;3.35 \A1;3.35 DET. VP-101-0.25x0.70 2Ø3/4" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e a a 2Ø3/4" A 0.6977508967669337 0.4000000004501203 0.9999999995498854 1.29999999954984 1.64999999999992 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 1.300185532122839 C 0.3998144678772064 1.000185532122771 b b 2Ø3/4" 2Ø5/8" 2Ø3/4" 2Ø3/4" 0.6999999999999886 4Ø3/4" 2Ø5/8" 2Ø5/8" 0.25 b-b 0.6999999999999886 4Ø3/4" 0.25 a-a 0.6999999999999602 6.700092765836388 DET. VP-101-0.25x0.60 2Ø3/4" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e a a 2Ø3/4" A 0.5999999999999659 0.4000000004501203 0.9999999995498854 1.29999999954984 1.64999999999992 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 1.300185532122839 B 0.3998144678772064 1.000185532122771 b b 2Ø3/4" 2Ø5/8" 2Ø3/4" 2Ø3/4" 0.5999999999999943 4Ø3/4" 2Ø5/8" 2Ø5/8" 0.25 b-b 0.5999999999999943 4Ø3/4" 0.25 a-a 0.5999999999999659 0.2499999994023767 3.350092766461131 3.349999999375257 B´ \A1;3.93 \A1;3.92 \A1;3.92 \A1;3.93 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.80 \A1;1.30 \A1;0.60 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;0.25 \A1;0.60 \A1;1.00 \A1;0.80 \A1;1.30 5 3.91500000000002 3.91500000000002 5 4 1 DET. VA-101-0.25x0.30 2 3 3Ø5/8" 0.3000000000000114 3Ø5/8" c-c 0.25 2Ø5/8" d-d 0.3000000000000114 3Ø5/8" 0.25 5 0.7999999999999545 1.299999999999955 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 1Ø5/8" 0.5999999999999659 1.0 1Ø5/8" 2Ø5/8" 1.0 1.300000000000011 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e c c 1Ø5/8" 2Ø5/8" 1Ø5/8" d d 1.0 1.299999999999955 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 2Ø5/8" 2Ø5/8" 1Ø5/8" 1.0 1.299999999999955 1Ø5/8" 1.0 1.300000000000011 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 2Ø5/8" 2Ø5/8" 1Ø5/8" 0.25 0.5999999999999659 1.0 1Ø5/8" 0.7999999999999545 1.299999999999955 0.30 3.00 3.00 Z - 1 1/2"@ 0.20 -361.4837787591331 -361.4837787591331 -361.4837787591331 0.30 3.00 3.00 1/2"@ 0.20 -374.4159064009345 -374.4159064009345 -374.4159064009345 Z - 1 1.80 VARIABLE -374.7303820613653 1.80 VARIABLE -374.7303820613653 1.80 VARIABLE -374.7303820613653 VS 0.10 0.10 1.10 0.30 0.10 0.20 1.10 0.40 1.50 1.55 Solado NPT. + 0.20 FALSO PISO MAT. RELLENO -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 NTN. ± 0.00 150 150 150 150 200 200 250 250 300 20.00 45.00 20.00 55.00 35.00 80.00 80.00 52.00 35.00 2.50 2.50 K F G J AVENIDA CIRCUNVALACION LADO ESTE JIRON AUTOMOTRIZ JIRON 20 DE AGOSTO JIRON ALTIPLANO SERPAR N. M. -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 CUADRO DE AREAS AREA DEL TERRENO .............................. 4,400.00 m2 PERIMETRO .................................................. 270.00 m.l. AREA CONSTRUIDA EXISTENTE ............. 446.94 m2 PLATAFORMA DEPORTIVA .............................. 816.00 m2 AREA LIBRE .................................................. 2,972.91 m2 AREA AULAS A CONSTRUIRSE .................. 164.15 m2 POZO A U L A S A C O N S T R U I R S E ASTA DE BANDERA GRUTA A U L A S E X I S T E N T E S BUEN ESTADO DE CONSEVACION SS.HH.D. SS.HH.V. P A T I O AULA EXISTENTE MATERIAL ADOBE REGULAR ESTADO DE CONSEVACION COCINA SALON COMUNAL INGRESO PRINCIPAL SALIDA DE EMERGENCIA PUERTA DE EMERGENCIA LETRINAS PLATAFORMA DEPORTIVA USO MULTIPLE FULBITO BASQUET VOLEY AREA DE PROTECCION AREA DE PROTECCION -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 A-2 1/500 LAMINA : ESCALA : FECHA : EE.PP. DEPTO. : PUNO DISTR. : PROVI. : JULIACA SAN ROMAN DISEÑOS CAD. JAIME PEÑALOZA CALLOAPAZA OO.PP. DD.UU. UBICACION : PROYECTO : PLANTA GENERAL MUNICIPALIDAD PROVINCIAL DE SAN ROMAN ALCALDE: PROF. DAVID MAMANI PARICAHUA 01 1 : 500 DICIEMBRE 2008 DIVISIÓN DE ESTUDIOS Y PROYECTOS ING. ROGER M. PUMA SALAZAR ING. MARCO A. MIRANDA PIZARRO ING. RICARDO CUENTAS CARITA MEJORAMIENTO DE INFRAESTRUCTURA EDUCATIVA I.E.P. Nº 70698 VIRGEN DE CHAPI - APIRAJ URBANIZACION APIRAJ - JULIACA SUPERVISION ING. PERCY MUÑUICO CCALLI AULA 01 AULA 02 DIRECCION \A1;1.00 \A1;1.20 \A1;1.10 \A1;.50 \A1;2.70 \A1;.15 \A1;.15 \A1;1.10 \A1;.10 \A1;2.20 NOTA: PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO BISAGRAS DE BRONCE DE 4" (04 UNIDADES) LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, ESCALA = 1:25 DETALLE DE PUERTA P-1 B B A A MADERA AGUANO 2"x4" ACABADO -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO DETALLE DE PUERTA P-5 -92.89445775755371 -92.89445775755371 -92.89445775755371 B -92.89445775755371 ACABADO MADERA AGUANO 2"x4" B -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 A ESCALA = 1:25 A \A1;1.00 \A1;1.10 \A1;1.00 \A1;1.00 \A1;2.40 \A1;.30 \A1;2.10 \A1;.10 \A1;.15 \A1;.15 \A1;1.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;2.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;1.05 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;2.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 0.10 0.10 0.10 0.10 3.10 2.05 0.70 1.20 1.80 0.30 0.45 0.45 2.05 0.70 0.30 0.90 1.70 1.65 1.00 1.60 1.20 0.60 0.10 0.60 1.25 1.00 2.25 1.45 1.00 2.45 0.60 0.75 0.25 \A1;R1.80 \A1;R1.80 \A1;26.00 \A1;15.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;2.42 \A1;4.84 \A1;5.80 \A1;0.90 \A1;0.90 \A1;1.80 \A1;22.00 \A1;38.00 \A1;20.00 \A1;34.00 \A1;22.00 \A1;38.05 \A1;1.00 \A1;2.00 \A1;4.00 \A1;2.50 \A1;38.00 \A1;22.00 \A1;38.00 \A1;22.00 A-1 1/100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLATAFORMA DEPORTIVA - SEPARACION DE JUNTAS NOTA: EL VACIADO DE LOSA SE HARA POR PAÑOS ALTERNADOS RESPETANDO EL NIVEL ENTRE PAÑO Y PAÑO 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 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 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 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ESC. 1/20 SECCION 1 - 1 PISO FROTACHADO JUNTA e= 1" SELLO ASFALTICO 5 5 AFIRMADO Cº F'c=140 Kg/cm2 LOSA DE CONCRETO AFIRMADO ESC. 1/20 SECCION 2 - 2 PISO FROTACHADO 5 5 JUNTA e= 1" SELLO ASFALTICO Cº F'c=140 Kg/cm2 LOSA DE CONCRETO CONCRETO F`c ...................................140 Kg /cm2 ESPECIFICACIONES TECNICAS JUNTA DE DILATACION = 1" SELLO ASFALTICO 5% -95% EN PESO BASE AFIRMADO SELECTO ................ e = 10 cm. SOLDADURA CELLOCORD 60/11 PUNTO AZUL ( Arco de Fulbito y Basquet NOTA: - EL VACIADO DE LOSA SE HARA POR PA\U+0143OS ALTERNADOS RESPETANDO EL NIVELES DE PA\U+0143O A PA\U+0143O - PENDIENTE 0.1% DEL CENTRO A LOS EXTREMOS DE LA PALTAFORMA - EL CURADO DEL VACIADO SERA POR EL SISTEMA DE ARROCERAS POR 7 DIAS TABLERO MADERA MACHIHEMBRADA E=3/4" TUBO FºGº ø 2" TUBO FºGº ø 3" DETALLE DE ARCO DE FULBITO Y TABLERO DE BASQUET ESC. 1/25 ARO DE CANASTA ø 3/4" 5 5 5 5 5 5 5 5 5 ACABADO MADERA CEDRO NACIONAL6"X1" PERFIL 2"X2"X3/16" PERNOS CON TUERCA 1/2"X2" ELEVACION FRONTAL 5 5 5 5 5 5 5 5 1.60 TUBO FºGº ø 3" TUBO FºGº ø 2" TUBO FºGº ø 2" ANCLAJE ø 1/2" TUBO FºGº ø 2" TUBO FºGº ø 2" TUBO FºGº ø 2" VARILLA ø 1/2" PERFIL 1 1/2"X1 1/2"X3/16" PERFIL 2"X2"X3/16" ELEVACION LATERAL AREA DE JUEGO CUADRO PINTADO DE LOSA DEPORTIVA ANCHO DE FRANJA COLOR DE FRANJA TIPO DE PINTURA BASQUET VOLEY FULBITO 5.00 cm. 5.00 cm. 5.00 cm. AZUL - ELECTRICO AMARILLO BLANCO ESMALTE ESMALTE ESMALTE DETALLE DE RED DE VOLEY ESC. 1/25 5 5 5 5 5 ALTURA DE RED DAMAS 5 5 5 ALTURA DE RED VARONES DADO DE CONCRETO 0.60X0.60X0.70 DADO DE CONCRETO 0.60X0.60X0.70 5 5 5 ANTENA TUB. ø 1/2" BANDA DOBLE DE LONA FINA CINTA DE TELA BLANCA DE 5 cm. DE ANCHO PROYECCION LINEA LATERAL DE CANCHA PROYECCION LINEA LATERAL DE CANCHA TABLERO DE BASQUET 5 5 ZONA PINTAR DE COLOR VERDE PLATAFORMA DEPORTIVA USO MULTIPLE N.P.T. + 0.20 POSTE PARA NET DE VOLEY ANCLAJE DE TENSORES BASQUET VOLEY 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Perforacion 4" Argolla Fe d1/2" Diametro 3" Fe. de 1/2" Doblado de.15x.15x.15 Dado de concreto DET. ANCLAJE DE TENSORES ESCALA ESQUEMATICA ESC. 1/50 PLANO EN PLANTA 5 5 5 5 5 5 5 5 5 5 5 5

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

cut, sidewalk, Tiled wood floor, False floor, Foundation, Tiled wood floor, False floor, sidewalk, cut, Overcoming, sidewalk, Overcoming, Foundation, scale, Foundation, cut, sidewalk, Tiled wood floor, False floor, sidewalk, Overcoming, Foundation, scale, Parapet column, Stirrups, scale, Wire no. Each yarn, In wall, Joist with, With stirrups, In passage, Parapet detail, Slab typical, Astemp, Det., Stirrups of, Stirrups of, Det., Stirrups of, Stirrups of, Det., Stirrups of, Stirrups of, Stirrups of, Stirrups of, variable, variable, variable, Sole, Npt., False floor, Mat. filling, Ntn., East side bypass, Jiron automotive, Jiron of august, Jiron highland, To sew, N. M., Area chart, Area of ​​land …………………………, Perimeter …………………………………………. Ml, Existing built area, Sports platform, free area ………………………………………… .., Classrooms build ………………, water well, flag’s stick, grotto, Good state of conservation, Ss.hh.d., Ss.hh.v., Existing class, Material adobe regular state of consevacion, kitchen, communal living, Main income, emergency exit, emergency door, Latrines, Multiple use sports platform, Fulbito, basketball, volley, Area of ​​protection, sheet, scale, date, Ee.pp., Apartment, fist, Distr., Provi., Juliaca, San roman, Cad designs. Jaime peñaloza calloapaza, Oo.pp., Dd.uu., Location, draft, general plant, Provincial municipality of san roman, Mayor: prof. David mamani paricahua, December, Division of studies, Projects, Ing. Roger m. Puma salazar, Ing. A. Miranda Pizarro, Ing. Ricardo beads carita, Improvement of educational infrastructure, I.e. Virgin of chapi apiraj, Townhouse apiraj juliaca, supervision, Ing. Percy muñuico ccalli, classroom, address, note:, Door is wood aguano includes varnished, Bronze hinges of, Strong plate, scale, Door detail, Wood aguano, finish, note:, Strong plate, Bronze hinges of, Door is wood aguano includes varnished, Door detail, finish, Wood aguano, scale, Sports platform separation of joints, Note: the emptying of slab will be done by alternating cloths respecting the level between cloth cloth, Esc., section, Rubbed floor, Asphalt seal, Affirmed, Concrete slab, Affirmed, Esc., section, Rubbed floor, Asphalt seal, Concrete slab, Concrete kg, Technical specifications, Expansion seal asphalt seal by weight, Base asserted select ……………. cm., Welding cellocord blue point arc of fulbito basquet, note:, The emptying of slab will be done by alternating respecting the levels of, Sloping from the center the ends of the paltaforma, The curing of the emptying will be by the system of rice by days, Tongue and groove, Tube fºg, Detail of fulbito arc basketball court, Esc., Basket rim, Cedar wood finish, profile, Bolts with nut, front elevation, Tube fºg, anchorage, Tube fºg, dipstick, profile, Lateral elevation, Play area, Painted picture of sports slab, Width of strip, Fringe color, type of paint, basketball, volley, Fulbito, Cm., electric blue, yellow, White, enamel, Volleyball net detail, Esc., Network height ladies, Male network height, Concrete data, Antenna tub., Thin cloth double band, Cm white cloth tape. Wide, Projection lateral line of court, Basketball court, Green paint area, Multiple use sports platform, N.p.t., Volleyball net post, Anchorage of tensioners, basketball, volley, drilling, Badge faith, diameter, faith. from, bent, Concrete data, Det. Anchorage of tensioners, Schematic scale, Esc., Plan in plan

Raw text data extracted from CAD file:

\A1;0.40 \A1;0.40 \A1;0.80 \A1;0.15 \A1;0.50 \A1;0.80 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.80 \A1;0.50 -69.93486455886651 -69.93486455886651 CORTE B-B VEREDA VEREDA -69.93486455886651 -69.93486455886651 Piso de madera machihembrada Falso piso e=0.10 -69.93486455886651 Cimentación Piso de madera machihembrada Falso piso e=0.10 VEREDA NPT+0.15 N.T.+0.00 NPT+0.00 NPT+0.30 CORTE A-A -69.93486455886651 -69.93486455886651 Sobrecimiento -69.93486455886651 -69.93486455886651 VEREDA NPT+0.15 Sobrecimiento -69.93486455886651 Cimentación N.T.+0.00 NPT+0.00 NPT+0.30 ESCALA 1:25 CIMIENTO CORRIDO CORTE C-C VEREDA -69.93486455886651 Piso de madera machihembrada Falso piso e=0.10 NPT+0.00 VEREDA NPT+0.15 Sobrecimiento Cimentación N.T.+0.00 -69.93486455886651 NPT+0.30 \A1;0.90 \A1;0.05 \A1;0.1 \A1;0.20 \A1;1.00 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.15 ESCALA 1/25 1 - 1 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 -4767.63344113975 COLUMNA DE PARAPETO Estribos ø1/4" @ 0.15 ESCALA 1/25 2ø3/8" 2ø3/8" -4767.63344113975 Alambre Nº 8 cada 3 hiladas En muro 2ø3/8" Eø 1/4" @ 0.15 VIGUETA : armado con 4 Ø 1/2" con estribos de 1/4" @ 0.25 EN PASADIZO DETALLE DE PARAPETO LOSA ALIGERADO TIPICO 0.30 Astemp d 1/4" @ 0.25 0.30 As(+) As(-) 0.10 0.10 0.30 \A1;0.15 0.05 \A1;0.70 \A1;0.40 \A1;1.00 \A1;1.30 \A1;1.65 \A1;1.30 \A1;0.40 \A1;1.00 \A1;0.70 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.70 \A1;6.70 \A1;0.60 \A1;0.40 \A1;1.00 \A1;1.30 \A1;1.65 \A1;1.30 \A1;0.40 \A1;1.00 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;3.35 \A1;3.35 DET. VP-101-0.25x0.70 2Ø3/4" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e a a 2Ø3/4" A 0.6977508967669337 0.4000000004501203 0.9999999995498854 1.29999999954984 1.64999999999992 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 1.300185532122839 C 0.3998144678772064 1.000185532122771 b b 2Ø3/4" 2Ø5/8" 2Ø3/4" 2Ø3/4" 0.6999999999999886 4Ø3/4" 2Ø5/8" 2Ø5/8" 0.25 b-b 0.6999999999999886 4Ø3/4" 0.25 a-a 0.6999999999999602 6.700092765836388 DET. VP-101-0.25x0.60 2Ø3/4" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e a a 2Ø3/4" A 0.5999999999999659 0.4000000004501203 0.9999999995498854 1.29999999954984 1.64999999999992 Estribos de Ø3/8" : 4@0.05,2@0.10, 1@0.15, R@0.20 1.300185532122839 B 0.3998144678772064 1.000185532122771 b b 2Ø3/4" 2Ø5/8" 2Ø3/4" 2Ø3/4" 0.5999999999999943 4Ø3/4" 2Ø5/8" 2Ø5/8" 0.25 b-b 0.5999999999999943 4Ø3/4" 0.25 a-a 0.5999999999999659 0.2499999994023767 3.350092766461131 3.349999999375257 B´ \A1;3.93 \A1;3.92 \A1;3.92 \A1;3.93 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.80 \A1;1.30 \A1;0.60 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;0.25 \A1;0.60 \A1;1.00 \A1;0.80 \A1;1.30 5 3.91500000000002 3.91500000000002 5 4 1 DET. VA-101-0.25x0.30 2 3 3Ø5/8" 0.3000000000000114 3Ø5/8" c-c 0.25 2Ø5/8" d-d 0.3000000000000114 3Ø5/8" 0.25 5 0.7999999999999545 1.299999999999955 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 1Ø5/8" 0.5999999999999659 1.0 1Ø5/8" 2Ø5/8" 1.0 1.300000000000011 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e c c 1Ø5/8" 2Ø5/8" 1Ø5/8" d d 1.0 1.299999999999955 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 2Ø5/8" 2Ø5/8" 1Ø5/8" 1.0 1.299999999999955 1Ø5/8" 1.0 1.300000000000011 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 2Ø5/8" 2Ø5/8" 1Ø5/8" 0.25 0.5999999999999659 1.0 1Ø5/8" 0.7999999999999545 1.299999999999955 0.30 3.00 3.00 Z - 1 1/2"@ 0.20 -361.4837787591331 -361.4837787591331 -361.4837787591331 0.30 3.00 3.00 1/2"@ 0.20 -374.4159064009345 -374.4159064009345 -374.4159064009345 Z - 1 1.80 VARIABLE -374.7303820613653 1.80 VARIABLE -374.7303820613653 1.80 VARIABLE -374.7303820613653 VS 0.10 0.10 1.10 0.30 0.10 0.20 1.10 0.40 1.50 1.55 Solado NPT. + 0.20 FALSO PISO MAT. RELLENO -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 -2600.254130294372 NTN. ± 0.00 150 150 150 150 200 200 250 250 300 20.00 45.00 20.00 55.00 35.00 80.00 80.00 52.00 35.00 2.50 2.50 K F G J AVENIDA CIRCUNVALACION LADO ESTE JIRON AUTOMOTRIZ JIRON 20 DE AGOSTO JIRON ALTIPLANO SERPAR N. M. -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 CUADRO DE AREAS AREA DEL TERRENO .............................. 4,400.00 m2 PERIMETRO .................................................. 270.00 m.l. AREA CONSTRUIDA EXISTENTE ............. 446.94 m2 PLATAFORMA DEPORTIVA .............................. 816.00 m2 AREA LIBRE .................................................. 2,972.91 m2 AREA AULAS A CONSTRUIRSE .................. 164.15 m2 POZO A U L A S A C O N S T R U I R S E ASTA DE BANDERA GRUTA A U L A S E X I S T E N T E S BUEN ESTADO DE CONSEVACION SS.HH.D. SS.HH.V. P A T I O AULA EXISTENTE MATERIAL ADOBE REGULAR ESTADO DE CONSEVACION COCINA SALON COMUNAL INGRESO PRINCIPAL SALIDA DE EMERGENCIA PUERTA DE EMERGENCIA LETRINAS PLATAFORMA DEPORTIVA USO MULTIPLE FULBITO BASQUET VOLEY AREA DE PROTECCION AREA DE PROTECCION -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 -2902.527432372004 A-2 1/500 LAMINA : ESCALA : FECHA : EE.PP. DEPTO. : PUNO DISTR. : PROVI. : JULIACA SAN ROMAN DISEÑOS CAD. JAIME PEÑALOZA CALLOAPAZA OO.PP. DD.UU. UBICACION : PROYECTO : PLANTA GENERAL MUNICIPALIDAD PROVINCIAL DE SAN ROMAN ALCALDE: PROF. DAVID MAMANI PARICAHUA 01 1 : 500 DICIEMBRE 2008 DIVISIÓN DE ESTUDIOS Y PROYECTOS ING. ROGER M. PUMA SALAZAR ING. MARCO A. MIRANDA PIZARRO ING. RICARDO CUENTAS CARITA MEJORAMIENTO DE INFRAESTRUCTURA EDUCATIVA I.E.P. Nº 70698 VIRGEN DE CHAPI - APIRAJ URBANIZACION APIRAJ - JULIACA SUPERVISION ING. PERCY MUÑUICO CCALLI AULA 01 AULA 02 DIRECCION \A1;1.00 \A1;1.20 \A1;1.10 \A1;.50 \A1;2.70 \A1;.15 \A1;.15 \A1;1.10 \A1;.10 \A1;2.20 NOTA: PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO BISAGRAS DE BRONCE DE 4" (04 UNIDADES) LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, ESCALA = 1:25 DETALLE DE PUERTA P-1 B B A A MADERA AGUANO 2"x4" ACABADO -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 -88.43771488652658 NOTA: LAQUEADO, CHAPA FORTE DE 02 GOLPES, 01 JALADOR, BISAGRAS DE BRONCE DE 4" (04 UNIDADES) PUERTA ES DE MADERA AGUANO INCLUYE BARNIZADO DETALLE DE PUERTA P-5 -92.89445775755371 -92.89445775755371 -92.89445775755371 B -92.89445775755371 ACABADO MADERA AGUANO 2"x4" B -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 -92.89445775755371 A ESCALA = 1:25 A \A1;1.00 \A1;1.10 \A1;1.00 \A1;1.00 \A1;2.40 \A1;.30 \A1;2.10 \A1;.10 \A1;.15 \A1;.15 \A1;1.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;2.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;1.05 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;2.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 0.10 0.10 0.10 0.10 3.10 2.05 0.70 1.20 1.80 0.30 0.45 0.45 2.05 0.70 0.30 0.90 1.70 1.65 1.00 1.60 1.20 0.60 0.10 0.60 1.25 1.00 2.25 1.45 1.00 2.45 0.60 0.75 0.25 \A1;R1.80 \A1;R1.80 \A1;26.00 \A1;15.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;2.42 \A1;4.84 \A1;5.80 \A1;0.90 \A1;0.90 \A1;1.80 \A1;22.00 \A1;38.00 \A1;20.00 \A1;34.00 \A1;22.00 \A1;38.05 \A1;1.00 \A1;2.00 \A1;4.00 \A1;2.50 \A1;38.00 \A1;22.00 \A1;38.00 \A1;22.00 A-1 1/100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLATAFORMA DEPORTIVA - SEPARACION DE JUNTAS NOTA: EL VACIADO DE LOSA SE HARA POR PAÑOS ALTERNADOS RESPETANDO EL NIVEL ENTRE PAÑO Y PAÑO 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 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 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 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ESC. 1/20 SECCION 1 - 1 PISO FROTACHADO JUNTA e= 1" SELLO ASFALTICO 5 5 AFIRMADO Cº F'c=140 Kg/cm2 LOSA DE CONCRETO AFIRMADO ESC. 1/20 SECCION 2 - 2 PISO FROTACHADO 5 5 JUNTA e= 1" SELLO ASFALTICO Cº F'c=140 Kg/cm2 LOSA DE CONCRETO CONCRETO F`c ...................................140 Kg /cm2 ESPECIFICACIONES TECNICAS JUNTA DE DILATACION = 1" SELLO ASFALTICO 5% -95% EN PESO BASE AFIRMADO SELECTO ................ e = 10 cm. SOLDADURA CELLOCORD 60/11 PUNTO AZUL ( Arco de Fulbito y Basquet NOTA: - EL VACIADO DE LOSA SE HARA POR PA\U+0143OS ALTERNADOS RESPETANDO EL NIVELES DE PA\U+0143O A PA\U+0143O - PENDIENTE 0.1% DEL CENTRO A LOS EXTREMOS DE LA PALTAFORMA - EL CURADO DEL VACIADO SERA POR EL SISTEMA DE ARROCERAS POR 7 DIAS TABLERO MADERA MACHIHEMBRADA E=3/4" TUBO FºGº ø 2" TUBO FºGº ø 3" DETALLE DE ARCO DE FULBITO Y TABLERO DE BASQUET ESC. 1/25 ARO DE CANASTA ø 3/4" 5 5 5 5 5 5 5 5 5 ACABADO MADERA CEDRO NACIONAL6"X1" PERFIL 2"X2"X3/16" PERNOS CON TUERCA 1/2"X2" ELEVACION FRONTAL 5 5 5 5 5 5 5 5 1.60 TUBO FºGº ø 3" TUBO FºGº ø 2" TUBO FºGº ø 2" ANCLAJE ø 1/2" TUBO FºGº ø 2" TUBO FºGº ø 2" TUBO FºGº ø 2" VARILLA ø 1/2" PERFIL 1 1/2"X1 1/2"X3/16" PERFIL 2"X2"X3/16" ELEVACION LATERAL AREA DE JUEGO CUADRO PINTADO DE LOSA DEPORTIVA ANCHO DE FRANJA COLOR DE FRANJA TIPO DE PINTURA BASQUET VOLEY FULBITO 5.00 cm. 5.00 cm. 5.00 cm. AZUL - ELECTRICO AMARILLO BLANCO ESMALTE ESMALTE ESMALTE DETALLE DE RED DE VOLEY ESC. 1/25 5 5 5 5 5 ALTURA DE RED DAMAS 5 5 5 ALTURA DE RED VARONES DADO DE CONCRETO 0.60X0.60X0.70 DADO DE CONCRETO 0.60X0.60X0.70 5 5 5 ANTENA TUB. ø 1/2" BANDA DOBLE DE LONA FINA CINTA DE TELA BLANCA DE 5 cm. DE ANCHO PROYECCION LINEA LATERAL DE CANCHA PROYECCION LINEA LATERAL DE CANCHA TABLERO DE BASQUET 5 5 ZONA PINTAR DE COLOR VERDE PLATAFORMA DEPORTIVA USO MULTIPLE N.P.T. + 0.20 POSTE PARA NET DE VOLEY ANCLAJE DE TENSORES BASQUET VOLEY 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Perforacion 4" Argolla Fe d1/2" Diametro 3" Fe. de 1/2" Doblado de.15x.15x.15 Dado de concreto DET. ANCLAJE DE TENSORES ESCALA ESQUEMATICA ESC. 1/50 PLANO EN PLANTA 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, education, educational, institutions, kläranlage, ministry, multi, plant, platform, regulation, sport, sports, treatment plant, View