Covered Field DWG Plan for AutoCAD

Covered Field DWG Plan for AutoCAD

Covered field with architectural plans and structure

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

volley ball line, bb cut, wall, stones, rustic frieze, acerolit sheets or similar, cement floor, board, for network, clay block wall, network, basketball line, boundary, protection area, central, circle, Restrictive area, hoop, ceiling plant, basket-ball and volley-ball, tube, channel a.ll., plant multiple court, paintings :, volleyball, front view basket-ball tower, longitudinal cut aa, basket ball, for network volley ball, basket-ball tower, side view tower ball basket, wooden board, final line, light roof cover, board foundation, basket, foundation, butt, welding, floor, iron ring, metal support portico reinforcement b, plant, detail base floor, plant index foundations-columns, vr, joints dilat., plastic strip, cut foundation, pedestal, base foundation, steel variable according to the type of soil, new column, support node, see detail, col ., cartela, base, hxl, note: this table indicates the type of foundation, for each type of designated floor., specifications:, summary table of foundation, laminas acerolit or similar., roof covering :, reinforced concrete :, metallic structure :, welded union, base plate of column, support detail truss, base floor, load beam, column, belt, columns, stiffener, butt welding, see union detail, plant index: roof structure, conduven, isometria detail support plate, weld, concrete column, n.sup. base, side view dd cut, bracket, lower support drawer, lower support dd, washer, nut, on each side of the bracket, side view cut cc, cord inf., front view of drawer, lower support, top view of drawer, note :, use bolt, nut and washer, name, date, revision, notes, ing :, arq :, name :, date :, file :, scale :, plotting, drawing, nro. of series, design, location, np, n.pr., esp., number, content, file code, sc, buildings and, foundation of, educational, endowments, project, capacity :, constructive system, ministry of education, culture and sports, multiple court plant: basket-ball and volleyball, plant index roof structure, tc-pb

Raw text data extracted from CAD file:

\A1;1.80 \A1;.90 \A1;3.60 \A1;14.00 mts. \A1;18.00 mts. \A1;3.00 \A1;30.00 mts. \A1;8.25 \A1;3.01 \A1;0.80 \A1;2.75 \A1;.80 \A1;3.04 \A1;1.20 \A1;3.01 \A1;.80 \A1;4.44 \A1;30.00 \A1;4.00 \A1;.20 \A1;6.00 \A1;4.30 \A1;.90 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;.90 \A1;.90 \A1;1.80 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.00 \A1;1.10 \A1;2.50 \A1;12.90 \A1;.30 \A1;2.00 \A1;.20 \A1;2.70 \A1;2.00 \A1;4.00 \A1;2.00 \A1;4.20 \A1;.20 \A1;1.20 \A1;8.25 \A1;2.43 \A1;3.95 \A1;.05 \A1;.85 \A1;4.00 \A1;1.20 \A1;.05 \A1;.85 \A1;.05 \A1;1.75 \A1;2.50 \A1;2.70 \A1;1.10 \A1;.30 \A1;2.00 \A1;2.00 \A1;2.00 5 <> mts. FACHADA 4 <> mts. 5 LINEA VOLLEY BALL .90 5 <> mts. TUBO d 4" CORTE B-B 5 5 5 3.01 MURO DE PIEDRAS 5 CERCHA C-4 FRISO RUSTICO MURO 5 .80 CERCHA C-3 CANAL A.LL. 0.20 X 0.10 CERCHAS 1 Y 2 +7.80m LAMINAS ACEROLIT O SIMILAR .80 3.01 PISO DE CEMENTO DE PIEDRAS MURO 4.44 TABLERO PARA RED TUBO d 4" PARED BLOQUE DE ARCILLA FRISO RUSTICO CERCHA C-4 CERCHA C-3 RED 5 5 5 5 5 5 5 5 5 5 5 5 5 .20 5 .30 .90 5 LINEA BASKET BALL 5 .90 90° .90 5 5 5 TUBO d 4" 5 5 5 FACHADA 1 LINDERO H. 2.43 mts. LINEA BASKET BALL AREA DE PROTECCION .20 .20 5 5 LINEA VOLLEY BALL CENTRAL CIRCULO FACHADA 3 LINEA VOLLEY BALL LINEA BASKET BALL AREA RESTRICTIVA 5 5 5 5 TUBO d 4" TUBO d 4" TABLERO ARO CERCHA C-3 PLANTA TECHO LAMINAS ACEROLIT O SIMILAR FACHADA 2 5 5 BASKET-BALL Y VOLLEY-BALL 5 5 .05 1.75 .05 .85 .05 5 .85 5 5 .30 TUBO d 4" H. 2.43 mts. LINEA VOLLEY BALL ARO TABLERO TUBO LINDERO LINEA BASKET BALL 5 PEND. 5% CANAL A.LL. A B B A ESC: 1:100 PLANTA CANCHA MULTIPLE ESC: 1:100 PEND. 5% B B A A B.A.LL. d 4" B.A.LL. d 4" B.A.LL. d 4" B.A.LL. d 4" PINTURAS: LINEAS DE BASKET BALL: COLOR BLANCO-ANCHO 5 CMS. LINEAS DE VOLLEY BALL: COLOR AMARILLO-ANCHO 5 CMS. PEND. 5% PEND. 5% VOLLEY BALL ESC: 1:100 LAMINAS ACEROLIT O SIMILAR CERCHA C-3 FACHADAS 1 Y 2 ESC: 1:100 CANAL A.LL. \A1;8.25 \A1;3.01 \A1;.50 \A1;.50 \A1;2.10 \A1;3.95 \A1;30.00 \A1;2.43 \A1;9.00 \A1;1.075 \A1;4.30 \A1;1.075 \A1;4.30 \A1;2.10 \A1;1.075 \A1;1.075 \A1;4.30 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;9.00 \A1;.80 \A1;4.30 \A1;1.075 \A1;1.075 \A1;4.30 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;4.30 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;8.25 \A1;.10 \A1;.40 \A1;.15 \A1;.45 \A1;1.80 \A1;.675 \A1;1.25 \A1;.675 \A1;.45 \A1;.70 \A1;1.20 \A1;2.75 \A1;.80 \A1;3.04 \A1;.60 \A1;.60 \A1;2.75 \A1;.20 \A1;.50 \A1;.40 \A1;1.65 \A1;.60 \A1;.45 \A1;.15 0.0 .50 3.01 8.25 VISTA FRONTAL TORRE BASKET-BALL -0.356101379932511 0.458299760147554 TABLERO 0.3175804613913442 -0.356101379932511 NODO 6 CERCHA 4 NODO 8 CORTE LONGITUDINAL A-A NODO 14 DE PIEDRAS MURO PARED BLOQUE DE ARCILLA FRISO RUSTICO -0.356101379932511 TUBO d 4" NODO 10 ARO NODO 16 FACHADAS 3-4 0.458299760147554 -0.356101379932511 -0.8473718551474576 0.458299760147554 -0.356101379932511 -0.356101379932511 0.458299760147554 -0.356101379932511 -0.356101379932511 -0.356101379932511 FRISO RUSTICO MURO MURO DE PIEDRAS .80 -0.8473718551474576 -0.356101379932511 0.458299760147554 -0.356101379932511 0.458299760147554 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 0.458299760147554 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 -0.356101379932511 BASKET BALL TABLERO PARA RED VOLLEY BALL TUBO d 4" -0.356101379932511 TUBO d 4" NODO 18 -2.255307824434226 -2.255307824434226 -2.255307824434226 -2.255307824434226 -2.255307824434226 -2.822175692314261 PLANTA TORRE BASKET-BALL 0.458299760147554 CERCHA 3 -2.822175692314261 VISTA LATERAL TORRE BASKET BALL -2.255307824434226 -2.255307824434226 TABLERO DE MADERA TUBO d 4" H.G. LINEA FINAL ARO ESC.:1:33.33 2.75 0.0 CERCHA C-3 CERCHA C-4 .80 CERCHAS 1 Y 2 3.04 CUBIERTA DE TECHO LIVIANA FUNDACION DE TABLERO TUBO d 4" H.G. CESTA TABLERO .60 -0.0749999999999886 0.0 2.75 LINEA FINAL 5 CABILLAS d 3/8" FUNDACION 2 CABILLAS d 3/8" .40 .50 .20 A TOPE SOLDADURA TUBO d 3" H.G. TUBO d 4" H.G. PISO CESTA TUBO d 4" H.G. .60 1.65 SOLDADURA A TOPE TABLERO DE MADERA ARO DE HIERRO .15 .45 PEND. 5% PEND. 5% ESC.:1:33.33 S/E ESC.:1:33.33 S/E \A1;30 mts. \A1;14.60 \A1;3.00 \A1;14.60 \A1;30.00 mts. \A1;30.00 mts. \A1;5.10 \A1;2.60 \A1;3.00 \A1;5.10 \A1;2.60 \A1;5.10 \A1;2.60 \A1;5.10 \A1;2.60 \A1;0.80 \A1;.40 \A1;.25 \A1;.025 \A1;5.46 \A1;3.81 \A1;.25 \A1;.075 \A1;0.40 \A1;0.80 \A1;.30 \A1;.15 \A1;18.30 \A1;18.00 \A1;0.15 \A1;0.15 \A1;.10 \A1;.05 \A1;.15 \A1;.075 \A1;.075 \A1;.075 \A1;.40 \A1;.40 \A1;2.20 \A1;1.35 \A1;.55 \A1;.55 \A1;1.35 \A1;.675 \A1;2.60 \A1;.675 \A1;\Fromans.shx;\C6;500mm \A1;\Fromans.shx;\C256;268mm \A1;\Fromans.shx;\C256;13mm \A1;\Fromans.shx;\C256;200mm \A1;\Fromans.shx;\C256;400mm \A1;\Fromans.shx;\C256;280mm \A1;\Fromans.shx;\C256;280mm \A1;\Fromans.shx;\C256;60mm \A1;.40 \A1;.40 CONDUVEN 220X220 CONDUVEN 60 X.60 MALLA TRUCKSON: 6"X6" VIGA RIOSTRA 1 (V.R.I) PORTICO DE APOYO METALICO REFUERZO B CONDUVEN 220X220 -171.1302241870466 VIGA RIOSTRA 1 (V.R.I.) -171.1302241870466 -171.1302241870466 \Fromans.shx;\C6;NODO #1 \Fromans.shx;\C6;NODO #6 \Fromans.shx;\C6;NODO #8 ESC.:1:10 \Fromans.shx;\C6;NODO # 2 \Fromans.shx;\C6;NODO # 3 \Fromans.shx;\C6;NODO #10 \Fromans.shx;\C6;NODO #14 S/E PLANTA -171.5872531516551 -171.5872531516551 DETALLE BASE PISO MALLA TRUCKSON: 6"X6" JUNTA DILATACION (FLEJE PLASTICO) 3.00 X 3.00mts. -172.8232552929873 -171.5872531516551 ESC.: 1:100 -172.8232552929873 PLANTA INDICE FUNDACIONES-COLUMNAS -183.7171314295846 -183.7171314295846 -172.8232552929873 MALLA TRUCKSON: 6"X6" V.R. JUNTAS DILAT. FLEJE PLASTICO -171.5872531516551 -171.5872531516551 BASE PISO e=0.15m A -171.5872531516551 -183.7171314295846 -172.8232552929873 -172.8232552929873 -171.1302241870466 -171.1302241870466 1 3 -174.0322774929495 -171.1302241870466 -171.1302241870466 CORTE FUNDACION S/E V.R. -170.3047480129628 PEDESTAL BASE FUNDACION -170.3047480129628 -170.3047480129628 ACERO VARIABLE SEGUN EL TIPO DE SUELO e=1.30 cms. BASE DE PISO e=0.15m -170.3512510103226 -170.5012510103227 -170.3512510103226 1 2 V.R. -170.3512510103226 -170.3512510103226 4 3 -170.3512510103226 V.R. B -171.5872531516551 COLUMNA NUEVA CONDUVEN 220X220 NODO 1 = NODO 3 CONDUVEN 100 X 100 NODO APOYO CERCHA 4 VER DETALLE \Fromans.shx;\C6;NODO # 4 \Fromans.shx;\C6;NODO #16 \Fromans.shx;\C6; NODO #18 -171.1302241870466 -171.1302241870466 -171.1302241870466 -149.0833205104273 4 d 1/2" ESTRIBOS d 3/8" CADA 0.10 mts. DESDE LA CARA EXTERNA DE LA COLUMNA HASTA 0.80 mts. EL RESTO A 0.20 mts. LONG.:1.30 COL. 2 4 -174.0322774929495 -171.1302241870466 -171.1302241870466 VIGA RIOSTRA 1 (V.R.I) -171.1302241870466 -170.3047480129628 -170.3047480129628 ACERO VARIABLE SEGUN EL TIPO DE SUELO -171.1302241870466 -171.1302241870466 -171.1302241870466 0.25 X 0.40 -149.0833205104273 .20 .10 .10 -149.0833205104273 .20 .35 .35 CARTELA NODO 2 = NODO 4 PEDESTAL d Asx=Asy BASE H x L .40 x .40 .30 9 d 3/8" 1.35x1.35 .40 x .40 .30 9 d 3/8" 1.35x1.35 .40 x .40 .30 10 d 3/8" 1.35x1.35 .40 x .40 .30 10 d 3/8" 1.35x1.35 .40 x .40 .30 8 d 1/2" 1.35x1.35 .40 x .40 .30 8 d 1/2" 1.35x1.35 Q 3.50 3.00 2.50 2.00 1.50 1.00 NOTA: ESTA TABLA INDICA EL TIPO DE FUNDACION PARA CADA TIPO DE SUELO SEñALADO. ESPECIFICACIONES: CUADRO RESUMEN DE FUNDACION LAMINAS ACEROLIT O SIMILAR. CUBIERTA DEL TECHO: RESISTENCIA DEL CONCRETO=Rc=210 K/cm2. CONCRETO ARMADO: PERFILES TIPO CONDUVEN-ELECTRODOS E-70. ESTRUCTURA METALICA: \Fromans.shx;DETALLE DE ANCLAJE \C4;S/E COVENIN E47013 AGA (R-10). SOLDADURA E6013 ANGULO DE 20x3x20 UNION SOLDADA \Fromans.shx;BARRA ROSCADA d5/8" 400mm \Fromans.shx;DETALLE DE TUERCA \Fromans.shx;\LNOTA: \H0.2;\lSE PUEDE UTILIZAR CABILLA DE d3/4" CON ROSCA DE d5/8", EN SUSTITUCION DE LA BARRA ROSCADA. \C4;S/E \Fromans.shx;PLACA DE ASIENTO DE 400x400x13mm. -15.59301157874307 -15.59301157874307 \Fromans.shx;ACERO LONGITUDINAL DEL PEDESTAL 268mm 200mm \Fromans.shx;ARANDELA DE PRESION e=3mm \Fromans.shx;TUERCA ACERADA G-3 13.25404555794168 \Fromans.shx;40mm \Fromans.shx;ARANDELA DE PRESION e=3mm \Fromans.shx;TUERCA ACERADA G-3 400mm \A1;13mm -15.59301157874307 \Fromans.shx;32mm \Fromans.shx;DETALLE DE TUERCA \Fromans.shx;ANGULO DE .20x.3x.20 UNION SOLDADA \Fromans.shx;BARRAS ROSCADAS d5/8" ACERO ASTM A-325 \Fromans.shx;\C6;PLACA DE ASIENTO DE 400x400x13mm. \Fromans.shx;BARRAS ROSCADAS d5/8" ACERO ASTM A-325 \Fromans.shx;TUERCA ACERADA G-3 \Fromans.shx;CARTELA EN CONDUVEN 180x65. \Fromans.shx;\C1;VISTA DE PLANTA DE LA PLANCHA -4.352650538031639 -4.352650538031639 \Fromans.shx;400mm -4.352650538031639 \Fromans.shx;ACERO DE ANCLAJE \Fromans.shx;PLANCHA DE ACERO e=13mm \Fromans.shx;COLUMNA CONDUVEN 220X220 \Fromans.shx;\C4;S/E -4.352650538031639 PLACA BASE DE COLUMNA PEDESTAL .40 X 0.40 4 d 5/8" CARAS 4 d 3/4" ESQUINAS ESTRIBOS d 3/8" C/0.15 mts. LONG.:1.60 .40 .40 .35 .35 .35 .10 .35 4 d 5/8". 4 d 3/4". \A1;18.00 mts. \A1;1.50 \A1;1.075 \A1;4.30 \A1;30.00 \A1;30.00 mts. \A1;2.10 \A1;9.75 \A1;3.04 \A1;2.825 \A1;2.825 \A1;3.81 \A1;.30 \A1;.80 \A1;.40 \A1;2.20 \A1;.40 \A1;.40 \A1;.15 \A1;2.25 \A1;.35 \A1;.35 \A1;0.30 \A1;1.075 \A1;4.30 \A1;4.30 \A1;0.60 \A1;1.075 \A1;4.30 \A1;2.10 \A1;2.60 \A1;4.30 \A1;1.075 \A1;1.075 \A1;.10 \A1;.60 \A1;.10 \A1;4.30 \A1;4.30 \A1;4.30 \A1;2.60 \A1;4.30 \A1;1.075 \A1;4.30 \A1;4.30 \A1;1.075 \A1;0.80 \A1;2.10 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;4.30 \A1;1.075 \A1;1.075 \A1;4.30 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;4.30 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.075 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.10 \A1;.05 \A1;.05 \A1;700 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.075 \A1;1.075 \A1;1.075 \A1;2.10 \A1;.70 \A1;18.00 \A1;2.60 \A1;2.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.45 \A1;.70 \A1;2.10 CERCHA C-1 CERCHA C-2 CERCHA C-2 CERCHA C-1 CERCHA C-2 CERCHA C-1 CERCHA C-1 5 <> mts. 1.075 1.544551749683819 1.487709844634935 2.152887434398991 4.30 .35 ESC.:1:50 -0.2963175892727463 3.892302724369756 2.825 VIGA RIOSTRA 1 (V.R.I) -0.2963175892727463 PEDESTAL DETALLE APOYO CERCHA -0.2963175892727463 BASE FUNDACION BASE PISO VIGA DE CARGA .35 COLUMNA 1.131679580302148 CONDUVEN 100X100 COND. 60X60 100 X 100 0.30 CERCHA C-4 2.10 0.60 1.075 1.226068999578445 CERCHA C-3 1.075 1.075 CONDUVEN 100 X 100 1.075 2.837144183565101 2.152887434398991 2.152887434398991 2.152887434398991 CORREA CORREA COLUMNAS 2.152887434398991 CERCHA C-3 CORREA CORREA CORREA CORREA 2.825 3.04 9.75 1.075 1.544551749683819 3.81 .15 .40 .80 .30 CARTELA 0.80 1.544551749683819 1.075 1.075 1.075 DETALLE CERCHA C-3 (APOYO DE C-2) CONDUVEN 100 X 100 COND. 60X60 CONDUVEN 100 X 100 S/E N.+7.80 1.544551749683819 1.075 CERCHA C-3 CONDUVEN 100 X 100 1.075 1.544551749683819 1.075 1.075 1.075 1.075 1.075 S/E 1.075 1.544551749683819 1.075 1.075 1.075 1.075 1.075 1.075 CORDON SUP. CONDUVEN 100X100 DETALLE UNION CERCHA C-1 Y C-2 CON C-3 -1.288181244176656 COND 60 X 60 .10 .60 .10 5 5 5 5 5 5 2.152887434398991 COLUMNAS 2.152887434398991 2.837144183565101 CORREA CORREA 2.152887434398991 CORREA CORREA CORREA CORREA 700 .05 .05 .10 CORDON SUP. C-3 CONDUVEN 100X100 CERCHA C-3 CERCHA C-1 O C-2 RIGIDIZADORA SOLDADURA A TOPE CONDUVEN 60X60 N. 760 CONDUVEN 100 X 100 CONDUVEN 100 X 100 CERCHA C-1 Y C-2 S/E CONDUVEN 100 X 100 S/E CONDUVEN 100 X 100 LAMINAS ACEROLIT O SIMILAR 1.544551749683819 1.075 1.544551749683819 1.075 1.075 1.075 1.075 CONDUVEN 60 X 60 .70 VER DETALLE DE UNION CONDUVEN 100X100 CORREA CONDUVEN 120X60 LAMINAS ACEROLIT O SIMILAR 18.00 PLANTA INDICE: ESTRUCTURA TECHO 4.293441556734109 CORREA CORREA CORREA PEND.5% CORREA COND. .120X60 CORREA COLUMNAS CERCHA C-3 5 5 5 5 5 CORREA CORREA CORREA COLUMNAS 4.293441556734109 ESC.:1:100 CORREA CORREA COND. .120X60 1.50 1.50 CORREAS CONDUVEN 120 X 60 CONDUVEN 60X60 S/E CERCHA C-1 Y C-2 CONDUVEN 100X100 .70 .45 PEND.5% CARTELA C C PEND.5% CONDUVEN 100X100 CONDUVEN CONDUVEN 100 X 100 CONDUVEN 60 X 60 COND. 60X60 N+7.80 \A1;120 \A1;.35 \A1;.80 \A1;100 \A1;100 \A1;80 \A1;1.3 mm \A1;40 \A1;100 \A1;100 \A1;120 \A1;100 \A1;50 \A1;.50 \A1;50 \A1;1/4" \A1;1/4" \A1;120 \A1;140 \A1;100 \A1;100 \A1;100 \A1;120 \A1;100 \A1;.15 \A1;2.60 MTS \A1;3.28 \A1;0.10 \A1;0.02 \A1;0.11 \A1;0.09 \A1;0.11 \A1;0.02 \A1;0.35 \A1;0.10 \A1;0.18 \A1;0.28 \A1;0.33 \A1;0.37 \A1;.10 \A1;0.15 \A1;1.20 \A1;0.73 \A1;0.34 \A1;0.15 \A1;0.19 \A1;0.13 \A1;0.23 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.03 \A1;0.17 \A1;0.25 \A1;0.05 \A1;0.15 \A1;0.25 \A1;0.17 \A1;0.25 \A1;0.25 \A1;280 1.20 RIGIDIZADORES 40 X 1250 X 6mm NODO 1 CARTELA (ESP 6 mm-1/4") -0.3059743863231006 0.25 0.25 0.25 0.25 0.2809883286246304 NODO 10= NODO 14 NODO 6= NODO 18 0.2439444031252549 NODO 10 CARTELA ( e= 6 mm-1/4") ISOMETRIA DETALLE PLANCHA DE APOYO CONDUVEN 60 X 60 120 DETALLE DE MENSULA (UNION C-2 - C-3) SUPERIOR SOLDAR 50 .50 50 100 4 PERNOS d 7/8" L.=1.2OM. (ANCLAJE) COLUMNA DE CONCRETO 0.0 CARTELA ( e= 6 mm 1/4") 0.0 PLANCHA DE HIERRO (APOYO) DE 300 X 250 X 13 mm 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONDUVEN 100 X 100 1.677263926379055 N.SUP. BASE (ENTRE EJES DE APOYO) CONDUVEN 60 X 60 CONDUVEN 60 X 60 LAMINA 140 X 100 X 120X1/4" 1.248015816324141 1.248015816324141 1.999200259421627 1.999200259421627 B A 1.248015816324141 N.+7.10 VISTA LATERAL CORTE D-D C-3 MENSULA C-1=C-2 CORDON INF C-3 1/4" 100 CAJON APOYO INFERIOR MENSULA 0.05 1/4" CONDUVEN 100 X 100 APOYO INFERIOR D.D 4 PERNOS d 7/8" COLUMNA DE CONCRETO PLANCHA DE HIERRO (APOYO) DE 300 X 250 X 13 mm CARTELA ( ESP.. 6 mm-1/4") CONDUVEN 100 X 100 4 PERNOS d 7/8" ARANDELA TUERCA CONDUVEN 100 X 100 L=15 cms. A CADA LADO DE LA CARTELA CORDON A FILETE e= 3mm 50 125 100 120 N.+700 0.0 -0.9865861106451916 -2.062957764864166 -1.88412885130748 NODO 8= NODO 16 -1.385925833573197 e = 1/4" LAMINA 100 X 100 COND..100 X 100 CORDON INF C-1=C-2 -2.062957764864166 0.25 0.0159374249573716 -1.385925833573197 -1.385925833573197 -2.062957764864166 -2.062957764864166 -2.062957764864166 0.0 -0.5167081881622835 -0.7519080334059254 -1.385925833573197 -0.7519080334059254 CARTELA CORREA CONDUVEN 100X100 VISTA LATERAL CORTE C-C DETALLE UNION CERCHA C-2 CON C-3 CORDON SUP. C-3 CORDON SUP. C-1=C-2 CORDON INF. (CERCHA C-2) NODO 8 100 0.17 CUATRO ORIFICIOS PARA PERNOS (ANCLAJE) DE 300 X 250 X 13 mm PLANCHA DE HIERRO (APOYO) -0.8117148704642432 0.15 0.25 0.0 0.05 0.03 CARTELA (CERCHA C-2) CORDON INF. 280 N+7.80 N+7.70 VISTA FRONTAL DE CAJON APOYO INFERIOR VISTA SUPERIOR DE CAJON APOYO INFERIOR B A C C D D B A A B B ESC.: 1.10 ESC.: 1.10 ESC.: 1.10 ESC.: 1.10 ESC.: 1.10 ESC.: 1.10 A B A NOTA: UTILIZAR PERNO, TUERCA Y ARANDELA PARA BARRA DE d 7/8" 125 250 200 50 CONDUVEN 100 X 100 \A1;1.80 \A1;.90 \A1;3.60 \A1;14.00 MTS. \A1;18.00 MTS. \A1;3.00 \A1;8.25 \A1;3.16 \A1;.80 \A1;2.75 \A1;.80 \A1;3.04 \A1;1.20 \A1;3.16 \A1;.80 \A1;4.29 \A1;30.00 \A1;4.00 \A1;.20 \A1;6.00 \A1;4.30 \A1;.90 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;.90 \A1;.90 \A1;1.80 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.00 \A1;1.10 \A1;2.50 \A1;12.90 \A1;.30 \A1;2.00 \A1;.20 \A1;2.70 \A1;2.00 \A1;4.00 \A1;2.00 \A1;4.20 \A1;.20 \A1;1.20 \A1;.05 \A1;.85 \A1;4.00 \A1;1.20 \A1;.05 \A1;.85 \A1;.05 \A1;1.75 \A1;2.00 \A1;2.50 \A1;2.70 \A1;1.10 \A1;.30 \A1;2.00 \A1;2.00 \A1;18.00 MTS \A1;1.50 \A1;4.30 \A1;2.60 \A1;30.00 MTS. \A1;2.10 \A1;4.30 \A1;4.30 \A1;4.30 \A1;4.30 \A1;1.50 \A1;4.30 \A1;2.10 \A1;2.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;2.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;2.60 \A1;1.50 FORMA P-4 NOMBRE FECHA REVISION NOTAS ING: ARQ: NOMBRE: FECHA: ARCHIVO: ESCALA: ESCALA: PLOTEO DIBUJO NRO. DE SERIE DISEÑO UBICACION N.P. N.PR. 5 ESP. NUMERO CONTENIDO CODIGO DE ARCHIVO S.C. EDIFICACIONES Y FUNDACION DE EDUCATIVAS DOTACIONES PROYECTO CAPACIDAD: SISTEMA CONSTRUCTIVO Ministerio de Educaciòn, Cultura y Deportes FECHA: 5 <> MTS. FACHADA 4 <> MTS. 5 LINEA VOLLEY BALL .90 5 TUBO d 4" CORTE B-B 5 5 .80 5 MURO DE PIEDRAS 5 CERCHA C-4 FRISO RUSTICO MURO 5 .80 CERCHA C-3 CANAL A.LL. 0.20 X 0.10 P = 5% CERCHAS 1 Y 2 +7.80M LAMINAS ACEROLIT O SIMILAR .80 5 PISO DE CEMENTO 5 TABLERO PARA RED TUBO d 4" P = 5% RED RED 5 5 5 5 5 5 5 5 5 5 5 5 5 .20 5 .30 .90 5 LINEA BASKET BALL 5 .90 90\M+1818B .90 5 5 5 TUBO d 4" 5 5 5 FACHADA 1 LINDERO H. 2.43 MT LINEA BASKET BALL AREA DE PROTECCION .20 .20 5 5 LINEA VOLLEY BALL CENTRAL CIRCULO FACHADA 3 LINEA VOLLEY BALL LINEA BASKET BALL AREA RESTRICTIVA 5 FACHADA 2 5 5 PLANTA CANCHA MULTIPLE: BASKET-BALL Y VOLLEY BALL 5 5 .05 1.75 .05 .85 .05 5 .85 5 5 .30 TUBO d 4" H. 2.43 MT LINEA VOLLEY BALL ARO TABLERO TUBO LINDERO LINEA BASKET BALL 5 ESC.1:100 ESC.1:100 VOLLEY BALL 2.925456415996422 2.925456415996422 CERCHA C-1 CERCHA C-1 CERCHA C-2 CERCHA C-1 CERCHA C-2 CERCHA C-2 CERCHA C-1 5 COLUMNAS 5 <> MTS. 5 5 5 5 5 PEND. 5% 2.925456415996422 5 5 5 2.925456415996422 2.925456415996422 2.925456415996422 2.925456415996422 2.925456415996422 CORREA COND. .120X60 5 PEND. 5% CERCHA C-3 2.925456415996422 2.925456415996422 2.925456415996422 2.925456415996422 5 2.925456415996422 PLANTA INDICE ESTRUCTURA TECHO ESC.1:100 COLUMNAS CERCHA C-3 COLUMNAS COLUMNAS CORREA COND. .120X60 500W c/u 500W c/u 500W c/u 500W c/u 500W c/u 500W c/u 500W c/u 500W c/u TC-P.B. C.2.4.1.3 4#10TWd3/4" 2#10TWd3/4" 3#6THW+1#8DESd1 1/2" TC-P.B. TABLERO

Language	Spanish
Drawing Type	Plan
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	architectural, autocad, covered, DWG, field, plan, plans, projet de centre de sports, sports center, sports center project, sportzentrum projekt, structure