Multi Sports Court –Concrete, With Grandstands DWG Block for AutoCAD

Multi Sports Court –Concrete, With Grandstands DWG Block for AutoCAD

Suitable for private schools schools and small groups.

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

contractor:, contractor :, project :, contains :, calvary-meta, -architectural plan, interventor :, approved :, project architect:, autocad file :, ing. calculista :, date :, scale :, indicated, plane no., general, colegio simon bolivar, -fachada principal, sports center construction, inspection of san francisco, -sport view, -structure and support, and stability cover, -detail plant multisport belt, -detailed iron beam foundation, -specific splicing irons, foundation beam, -specific irons supporting columns, -detail, support walls and plates, bleachers, esc .: detail, inter-ply strut, general architectural plan, splice detail irons zapata girder foundation, detail of irons foundation beam, detail support walls and plates of the bleachers, detail girder bracing in lattice, bracing beam in lattice, foundation beam, brace in lattice., braces in lattice., sports front view , brace in lattice, detail column and support pedestal, support metal column, zeal sia, polideportivo strap detail, polideportivo strap plant detail, sports side view, truss beam in lattice, side view of the bleachers, truss, strap, support structure and cover stability, a ”, b ”, c ” , d ”, e ”, f ”, existing plate, location, municipality, santander, path, the palmita, completion construction polideportiva court school the oasis of the municipality of Santander, design :, arq. nicolás cooper, – general architectural plan, sports center, – sports center front view, – sports center side view, – iron beam foundation detail, notes:, revision date and adjustments :, construction completion polideportiva school court the oasis of the municipality of santander

Raw text data extracted from CAD file:

1.00 .77 .76 .79 .74 .66 .80 .80 .71 .71 .71 .79 .79 .62 .70 .79 .70 .70 .70 .70 .70 .70 .61 .70 .63 .71 .64 .79 .72 .72 .80 .80 .70 .70 .79 .95 .45 1.00 1.00 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .30 2.60 .30 6.00 2.35 .71 .84 .70 .75 .70 .70 .61 .70 .70 .70 .79 .61 .70 .79 .70 .61 .79 .70 .70 .79 .70 .61 .70 .70 .79 .70 .70 .70 .61 .78 .62 .75 .70 .84 .71 .70 1.35 11.25 .70 .70 .60 .60 1.00 15.00m BORDE INTERNO DE LINEA 1.05 .60 .60 .65 .70 .70 1.85 .55 1.90 .70 16.00 23.30 21.50 16.00 29.10 1.80 3.20 1.80 3.20 1.80 3.20 1.80 3.20 1.80 3.20 1.80 3.20 1.80 .60 4.40 .60 4.40 .60 .60 4.40 .60 4.40 .60 4.40 .60 5.00 5.00 5.00 5.00 5.00 5.00 31.80 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 1.80 3.20 1.80 3.20 1.80 3.20 1.80 3.20 1.80 3.20 1.80 3.20 1.80 5.00 5.00 5.00 5.00 5.00 5.00 .375 .25 .375 1.00 2.00 CONTRATANTE: CONTRATISTA: PROYECTO: CONTIENE: EL CALVARIO- META -PLANTA ARQUIECTONICA INTERVENTOR: APROBÓ: ARQUITECTO PROYEC.: ARCHIVO AUTOCAD: ING. CALCULISTA: FECHA: ESCALA: INDICADAS OCTUBRE 2006 PLANO No. GENERAL 1 DE 2 COLEGIO SIMON BOLIVAR -FACHADA PRINCIPAL 2 DE 2 GENERAL PLANO No. OCTUBRE DE 2006 INDICADAS ESCALA: FECHA: ING. CALCULISTA: ARCHIVO AUTOCAD: ARQUITECTO PROYEC.: APROBÓ: INTERVENTOR: CONTIENE: PROYECTO: CONTRATISTA: CONTRATANTE: CONSTRUCCION POLIDEPORTIVO INSPECCION DE SAN FRANCISCO -VISTA LATERAL POLIDEPORTIVO INSPECCION DE SAN FRANCISCO COLEGIO SIMON BOLIVAR EL CALVARIO- META PROYECTO: CONSTRUCCION POLIDEPORTIVO -ESTRUCTURA Y SOPORTE Y ESTABILIDAD CUBIERTA -DETALLE PLANTA CORREA POLIDEPORTIVO -DETALLEHIERROS VIGA CIMENTACION -DETALLE EMPALME HIERROS ZAPATA VIGA CIMENTACION -DETALLE HIERROS APOYO DE COLUMNAS -DETALLE MUROS DE APOYO Y PLACAS GRADERIAS 2.05 .25 21.00 .25 2.05 2.05 21.50 2.05 25.60 .55 .70 .65 .60 .60 .55 16.00 .55 .60 .60 .65 .70 .55 .89 .81 .76 .73 .72 .72 .71 .80 .62 .71 .62 .70 .79 .70 .01 .73 .72 .72 .71 .71 .71 .71 .70 .70 .70 .70 .70 .89 .81 .76 .20 .30 .427 .427 .427 .427 .427 .427 .427 .427 .427 .427 .427 4.70 .10 .35 .10 .35 .10 .35 .50 .45 .45 .45 .50 1.35 .50 .60 .60 .60 1.35 .50 .40 1.50 .70 .65 .60 .60 .55 15.00M BORDE INTERNO DE LINEA<> 1.05 1.05 .30 .25 .70 .50 R6.45 .60 .45 4.50 .65 .60 .60 .55 ESC.: \A1;0.25 \A1;0.10 -20.34752064762789 -20.34752064762789 DETALLE RIOSTRA ENTREPISO ESC.:1: 20 No3 C 0.20 2No 3 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 .60 4.40 .60 4.40 .60 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 4.40 .60 .60 5.00 5.00 5.00 5.00 5.00 5.00 31.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 5.00 5.00 5.00 5.00 5.00 5.00 15.00M BORDE INTERNO DE LINEA<> .60 .60 .60 .60 .60 .60 .40 .45 1.00 1.00 2.35 1.35 .53 .48 .48 .48 .48 .53 .30 .80 .76 .74 .73 .77 .71 .71 .70 .05 .71 .72 .72 .72 .72 .76 .84 .80 .77 .75 .74 .73 .74 .74 .73 .73 .70 .40 1.80 .70 Borde Interno de línea L=15.00m .20 .427 .427 .427 .427 .427 .427 .427 .427 .427 .427 .40 .427 4.70 13.57 6.52 27.68 1.34 1.80 .40 .70 .40 1.79 17.68 1.80 .40 .70 .40 .75 22.77 .75 1.80 .60 .60 .60 .53 .48 .48 .48 .48 .53 .70 .70 .55 .70 .10 .10 .30 .70 1.00 .30 .70 .60 .60 .70 .60 .30 .40 .60 .40 .30 1.00 .31 .36 .36 .36 .36 .36 .36 .36 .36 .36 .36 .12 .13 .36 .36 4.94 .25 .12 .25 .36 .36 .36 .36 .36 .36 .36 .36 .36 .36 .36 .36 .36 .28 4.94 .31 1.50 5.00 1.40 5.00 5.00 5.00 .30 1.15 31.50 5.00 5.00 .40 .38 .25 .37 1.40 .40 1.00 1.00 2.60 5.00 .40 1.81 .30 4.70 4.70 4.70 4.70 4.70 .30 4.70 .30 30.30 .30 .30 .30 .30 .30 4.70 .30 4.70 .30 4.70 .30 4.70 .30 4.70 .30 4.70 .30 5.00 5.00 4.95 5.05 5.00 5.00 30.30 .30 4.70 .30 4.70 .30 4.70 .30 4.70 .30 4.70 .30 4.70 .30 5.00 5.00 4.95 5.05 5.00 5.00 30.30 .28 1.39 1.23 1.01 .98 .98 13.57 .82 .98 .98 1.01 1.23 .06 .06 .06 1.39 .06 .10 6.52 13.57 6.52 .35 .10 .35 .10 .35 .10 1.25 .20 2.00 .20 1.15 .30 1.15 .20 2.00 .20 1.15 .30 1.15 .20 2.00 .20 1.15 .30 1.15 .20 2.00 .20 1.15 .30 1.15 .20 2.00 .20 1.15 .30 1.15 .20 2.00 .20 1.15 .30 2.20 1.40 1.40 2.20 1.40 1.40 2.20 1.40 1.40 2.20 1.40 1.40 2.20 1.40 1.40 2.20 1.40 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 3.50 1.50 5.00 5.00 5.00 5.00 5.00 4.40 .45 1.00 1.00 2.45 1.45 .53 .48 .48 .48 .48 .53 .30 3.00 .30 1.51 .71 .71 .70 .05 .52 1.03 .49 .49 .49 .49 .49 .49 .39 .39 .49 .49 .50 .51 .52 .54 .60 .63 .45 1.00 1.00 2.45 1.45 .53 .48 .48 .48 .48 .53 .30 3.00 .30 1.51 6.52 .71 .71 .70 .05 .52 .83 .99 1.00 1.04 1.27 1.46 .77 .75 .74 .54 .53 .50 .50 .50 .50 .49 .49 .40 1.03 .49 .49 .49 .49 .49 .49 .39 .39 .49 .49 .50 .51 .52 .54 .60 .63 .32 .34 .60 2.10 .60 2.10 .60 2.10 .60 2.10 .60 2.10 .60 2.10 .60 2.50 .20 2.50 .20 2.50 .20 2.50 .20 2.50 .20 2.50 .20 .20 .60 2.10 .60 2.10 .60 2.10 .60 2.10 .60 2.50 .20 2.50 .20 2.50 .20 2.50 .20 2.50 .20 2.50 .20 .20 .60 2.10 .60 2.10 1.80 .60 .60 .60 1.80 .60 .60 .60 1.80 .60 .60 .60 1.34 .10 14.80 .10 1.34 1.34 .35 .10 .35 .10 .36 .10 .82 .28 .30 .30 2.54 4.57 16.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R32,3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>m BORDE INTERNO DE LINEA 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1 - 75 PLANTA GENERAL ARQUITECTONICA Viga de amarre terrestre de .25 X .25 GRADAS PARA UBICACION DE ESPECTADORES 0.70 m. X 30.30 m. c/u. 2 3 1 1 2 3 E F G D C B A A B C D G F E GRADAS PARA UBICACION DE ESPECTADORES 0.70 m. X 30.30 m. c/u. CIMIENTO EN CONCRETO DE 3.000 PSI 0.20 m. X 0.12 m. AL REDEDOR DE LA CANCHA. BORDILLO PLACA CANCHA 3.000 PSI 0.12 m. DE ESPESOR. 16,00 m. x 29,10 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .375 .25 .375 5 N.0,0 COTA TERRENO Flejes ext Dm.3/8'"c/.15m \A1;Flejes int. Dm.\S3#8;" c/.15m. 16 Varillas Dm.5/8 c/.20m. 16 Varillas Dm.5/8c/.20m. 4 Varillas Dm.5/8" Fejes Varillas Dm.3/8" c. 12 A' A \A1;<1\H0.7x;\S1#4;\H1.429x; X\H0.7x;\S3#16;\H1.429x; \A1;<1\H0.7x;\S1#4;\H1.429x; X\H0.7x;\S3#16;\H1.429x; \A1;<1X\H0.7x;\S3#16;\H1.429x; 900Varilla Dm.1/2" long. .65 m.C/.20 5Varilla Dm.5/8" Varilla Dm.5/8" Concreto ciclopeo de .40 x .50 x 2.00 concreto 3.000psi Concreto de 3,000 psi 5 DETALLE EMPALME DE HIERROS ZAPATA VIGA CIMENTACION ESCALA 1 - 25 DETALLE DE HIERROS APOYO DE COLUMNAS \H0.6667x; ESCALA 1 - 10 DETALLE DE HIERROS VIGA CIMENTACION ESCALA 1 - 10 DETALLE MUROS DE APOYO Y PLACAS DE LA GRADERIA ESCALA 1 - 25 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;2<2 1/2"x\S3#16;\H1.429x; L.21.94m. \A1;2<2 1/2"x\S3#16;\H1.429x; L.26.28m. \A1;2<2 1/2"x\S3#16;\H1.429x; L.2.30m. \A1;2<2 1/2"x\S3#16;\H1.429x; L.2.30m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE VIGA DE ARRIOSTRAMIENTO EN CELOSIA ESCALA 1 - 10 5 5 <1" x 1/8" <1 1/4" x 3/16" VIGA DE ARRIOSTRAMIENTO EN CELOSIA ESCALA 1 - 25 .427 .427 .427 .427 .427 .427 .427 .427 .427 .427 .427 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.0.0 TERRENO 5 5 5 5 5 \A1;14 Varillas Dm.\S3#4;" \A1;Flejes int. Dm.\S3#8; c/.15m. \A1;Flejes ext. Dm.\S3#8;c/.15m. 5 5 5 5 Viga Cimentacion <>M BORDE INTERNO DE LINEA<> 5 5 Riostra en celosia. 5 5 Riostras en celosia. Riostras en celosia. 5 14 Varillas Dm. 3/4" VISTA FRONTAL POLIDEPORTIVO ESCALA 1 - 75 5 5 5 5 5 5 5 5 5 \A1;4<3" x\S1#4;\H1.429x;" \A1;<1"x\S3#16;\H1.429x;" \A1;4<3" x\S1#4;\H1.429x;" \A1;<1"x\S3#16;\H1.429x;" RECUBRIMIENTO 5CM RECUBRIMIENTO 5cm. ESCALA 1 - 75 PLANTA GENERAL ARQUITECTONICA E F G D C B A A B C D G F E ESCALA 1 - 75 PLANTA GENERAL ARQUITECTONICA GRADAS PARA UBICACION DE ESPECTADORES 0.70 m. X 12.40m. c/u. 2 3 1 1 2 3 E F G D C B A A B C D G F E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>M BORDE INTERNO DE LINEA<> 5 5 5 5 5 5 5 \A1;4<2" x\S3#16;\H1.429x;" \A1;<1 \S1#2;\H1.429x;"x\H0.7x;\S3#16;\H1.429x;" \A1;2<1 1/2"x\S3#16;\H1.429x; L.4.67m. \A1;2<1 1/2"x\S3#16;\H1.429x; L.6.71m. \A1;2<1 1/2"x\S3#16;\H1.429x; L.2.17m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 Cimentacion VISTA FRONTAL POLIDEPORTIVO ESCALA 1 - 75 5 5 Borde Interno de línea L=<>m \A1;<1\H0.7x;\S1#4;\H1.429x;"\H1x;x\H0.7x;\S3#16;\H1.429x;"\H1x; \A1;<1\H0.7x;\S1#4;\H1.429x;"x\H0.7x;\S3#16;\H1.429x;"\H1x; \A1;<1"x\H0.7x;\S3#16;\H1.429x;"\H1x; DETALLE VIGA DE ARRIOSTRAMIENTO EN CELOSIA ESCALA 1 - 10 5 5 <1" x 3/16" <1 1/4" x 3/16" VIGA DE ARRIOSTRAMIENTO EN CELOSIA ESCALA 1 - 25 .427 .427 .427 .427 .427 .427 .427 .427 .427 .427 .427 5 5 5 5 5 5 Riostra en celosia 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 4<2" x3/16" <1 1/2"x3/16" 5 5 5 5 .60 DETALLE COLUMNA Y PEDESTAL DE APOYO ESCALA 1 - 25 DETALLE DE HIERROS APOYO DE COLUMNAS CON ANCLAJE \H0.8889x; ESCALA 1 - 10 DETALLE CIERRE SUPERIOR COLUMNA \H0.8889x; ESCALA 1 - 10 5 5 5 1 1/2"x3/16" 4<2" x 3/16" 10 TORNILLOS CON TUERCA \A1; Y GUAZAS Dm.\S3#4;"X6" APOYO COLUMNA METALICA EN CONCRETO DE 3.000 PSI\H0.8333x; 5 5 5 4<2"x3/16\H1x;" 2<1 1/2"x3/16" 2<1 1/2"x3/16" APOYO\H0.8333x; CONCRETO 3.000 PSI. CELOSIA 5 5 \A1;8 Tornillos Dm.\H0.7x;\S5#8;\H1.429x;" 11/2"x3/16" CELOSIA 4< DE 2"x 3/16" DETALLE DE HIERROS APOYO DE COLUMNAS SIN ANCLAJE \H0.8889x; ESCALA 1 - 10 5 5 5 5 4< 2" x 3/16" \A1;8 Tornillos \S5#8;\H1.429x;" x 2"con tuercas arandelas y güazas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Var. Dm.3/8\H1.429x;" \A1;Var. Dm.\S1#2;\H1.429x;" Var. Dm.3/8\H1.429x;" \A1;3Var. Dm.\S1#2;\H1.429x;" DETALLE CORREA POLIDEPORTIVO ESCALA 1 - 25 DETALLE PLANTA CORREA POLIDEPORTIVO ESCALA 1 - 25 \A1;Var. Dm.\S1#2;\H1.429x;" Var. Dm.3/8\H1.429x;" 5 5 DETALLE CORTE : B-B' CORREAS \H0.8889x; ESCALA 1 - 10 B B' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G F E D C B a' A G F A B C D E 5 5 5 5 5 VISTA LATERAL POLIDEPORTIVO ESCALA 1 - 75 Viga de arriostramiento en celosia Vista lateral de las graderias N. 0.0 Cota terreno 5 5 5 5 Viga Cimentacion 5 5 5 5 Viga de arriostramiento en celosia 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA CORREA CORREA ESTRUCTURA SOPORTE Y ESTABILIDAD DE LA CUBIERTA ESCALA 1 - 75 \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CORREA CORREA CORREA CORREA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA CORREA CORREA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CERCHA \A1;CONTRAVIENTO Dm. \S1#2;\H1.429x;" CORREA CORREA CORREA CORREA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D G F E A B C D G F E 1 Soporte de canal c/3.00m DETALLE BAJANTE DE CANAL EN PVC 3" ESCALA 1 - 50 Long. bajante = 6.85m 5 5 5 5 GRADAS PARA UBICACION DE ESPECTADORES 0.70 m. X 12.40m. c/u. GRADAS PARA UBICACION DE ESPECTADORES 0.70 m. X 12.40m. c/u. GRADAS PARA UBICACION DE ESPECTADORES 0.70 m. X 12.40m. c/u. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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' b'' c' c'' d' d'' e' e'' f' f'' Vista lateral de las graderias 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;4<2" x\S3#16;\H1.429x;" \A1;<1 \S1#2;\H1.429x;"x\H0.7x;\S3#16;\H1.429x;" Riostra en celosia 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;2<1 1/2"x\S3#16;\H1.429x; L.4.67m. \A1;2<1 1/2"x\S3#16;\H1.429x; L.6.71m. \A1;2<1 1/2"x\S3#16;\H1.429x; L.2.17m. 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;4<2" x\S3#16;\H1.429x;" \A1;<1 \S1#2;\H1.429x;"x\H0.7x;\S3#16;\H1.429x;" Riostra en celosia 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 1 5 5 5 5 2 3 1 5 5 5 5 2 3 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLACA EXISTENTE 5 5 5 LOCALIZACION MUNICIPIO DE SANTANDER VEREDA LA PALMITA PROYECTO: TERMINACION CONSTRUCCION CANCHA POLIDEPORTIVA ESCUELA EL OASIS DEL MUNICIPIO DE SANTANDER DISEÑO: Arq. NICOLÁS COOPER CONTIENE: - PLANTA GENERAL ARQUITECTONICA POLIDEPORTIVO - VISTA FRONTAL POLIDEPORTIVO - VISTA LATERAL POLIDEPORTIVO POLIDEPORTIVO \c8421504; - DETALLE HIERROS VIGA CIMENTACION - DETALLE PLANTA DE CORREAS\H1.022x;\C256; POLIDEPORTIVO \H0.9783x;\C8; \c8421504; \c8421504; - ESTRUCTURA Y SOPORTE ESTABILIDAD CUBIERTA CONTIENE: DISEÑO: PROYECTO: LOCALIZACION \c8421504; - DETALLE EMPALME HIERROS VIGA ZAPATA VIGA CIMENTACION \c8421504; - DETALLE HIERROS DE APOYO DE COLUMNAS \c8421504; - DETALLE HIERROS DE APOYO Y PLACA GRADERIAS \c8421504;PLANOS Nos: \c8421504;INTERVENTOR: \c8421504;LEVANTO: \c8421504;VISTO BUENO: \c8421504;ESCALA: 2 \c8421504;de: 2 \c8421504;LEVANTO: 2 \c8421504;de: 1 \c8421504;ESCALA: \c8421504;VISTO BUENO: \c8421504;PLANOS Nos: \c8421504;INTERVENTOR: - DETALLE HIERROS VIGA CIMENTACION INDICADAS INDICADAS NOTAS: SOLDADURA TIPO: E6013 DE FILETE PINTURA: DOS MANOS DE ANTICORROCIVO \W5.52105; DOS MANOS DE ESMALTE \W5.52105; TIPO EXTERIOR \W5.52105; UNA EN TALLER \W5.52105; UNA EN OBRA NOTAS: SOLDADURA TIPO: E6013 DE FILETE PINTURA: DOS MANOS DE ANTICORROCIVO \W5.52105; DOS MANOS DE ESMALTE \W5.52105; TIPO EXTERIOR \W5.52105; UNA EN TALLER \W5.52105; UNA EN OBRA FECHA DE REVISION Y AJUSTES: FECHA DE REVISION Y AJUSTES: 23 DE ABRIL 2007 MUNICIPIO DE SANTANDER VEREDA LA PALMITA TERMINACION CONSTRUCCION CANCHA POLIDEPORTIVA ESCUELA EL OASIS DEL MUNICIPIO DE SANTANDER Arq. NICOLÁS COOPER 23 DE ABRIL 2007

Language	Spanish
Drawing Type	Block
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, basketball court, block, concrete, court, DWG, grandstands, groups, multi, private, projet de centre de sports, schools, small, sports, sports center, sports center project, sportzentrum projekt, suitable