Details Sports Court DWG Detail for AutoCAD

Construction details of a slab sports, architecture and structural part thereof.

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

npt, development cei perimetric fence, girder girder, ornamental brick blocks, overburden, fulbito bow, hoop, board, sports field, tensor, pole volley net, variable, column d, plate or beam, safe zone, if necessary, of earthquakes, detector, smoke, light, emergency, smoking, forbidden, danger, first aid kit, first aid, detail of pavement, filling with affirmed, rigid pavement, detail of gutter, hygienic services, floor porcelain, guardian, administration , cut aa, cut bb, cut cc, elevation, interior elevation, concrete slab, firm compacted, natural terrain, gasket filled with pitch and sand, tempering rope, channel for mooring, section a – a, given concrete, fixed to the concrete., sub base of affirmed, sardinel, slab of concrete, floor rubbed, compacted ground, typical cut of joints, specifications, note, – expansion joints :, – the slab underlay will be made, by cloths, – must be respected Exactly, e l level between cloth and cloth, from the center to the ends, projected slab, strip, width of, painted picture of sports slabs, area of, game, basketball, volleyball, soccer, paint, traffic, color, elect blue, white, yellow, type of, location, project, plan, department: lambayeque, province: chiclayo, district: santa rosa, institution, educational, sheet, date, scale, owners :, digitization cad :, responsible :, log, observations, location :, platform, arch. luis humberto olorte garcia, sports, cuts-details

Raw text data extracted from CAD file:

+/- N.P.T. 0.00 DESARROLLO CERCO PERIMETRICO C.E.I. esc.: 1/25 0.4000000000000022 2.199999999999999 0.25 25x25x12 viga collarín bloques de ladrillo ornamental sobrecimiento columna 15×30 columna 15×30 mortero 2cm \A1;.40 \A1;2.20 \A1;.25 \A1;3.00 \A1;6.00 \A1;1.00 \A1;4.00 \A1;6.00 \A1;26.00 \A1;2.00 \A1;1.00 \A1;1.75 \A1;1.75 \A1;R=1.80 \A1;2.47 \A1;45° \A1;1.00 \A1;1.75 \A1;R=1.80 \A1;R=3.00 \A1;2.00 \A1;R=1.80 \A1;26.00 \A1;30.00 \A1;2.00 \A1;1.00 \A1;1.75 \A1;2.00 \A1;20.00 \A1;20.00 \A1;2.00 \A1;16.00 \A1;2.00 \A1;R=1.80 \A1;1.00 \A1;1.75 \A1;3.00 \A1;6.00 \A1;4.00 \A1;R=1.80 \A1;1.00 \A1;1.75 \A1;R=1.80 \A1;R=3.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;30.00 \A1;20.05 -95.00462811273577 -95.00462811273577 -95.00462811273577 CANCHA DE BASQUET Y FULBITO 14 x26 CANCHA DE VOLEY 9 x18 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 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 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 -95.00462811273577 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 CANCHA DE BASQUET Y FULBITO 14 x26 6.253585763563661 6.253585763563661 6.253585763563661 ARCO DE FULBITO 3 VER DETALLE “B” 6.253585763563661 6.253585763563661 CANCHA DE VOLEY 9 x18 2 1 ARO TABLERO 6.253585763563661 6.253585763563661 VER DETALLE “A” VER DETALLE “B” 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 CAMPO DEPORTIVO 6.253585763563661 2 6.253585763563661 ARO 1 TABLERO ARCO DE FULBITO 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 TENSOR POSTE RED DE VOLEY VER DETALLE “A” 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 6.253585763563661 0.60 0.40 \A1;.10 \A1;.30 \A1;0.2000 \A1;.40 \A1;.20 \A1;0.1000 \A1;0.1000 \A1;0.025 \A1;.30 \A1;.30 \A1;.30 0.50 \A1;.10 \A1;.10 \A1;.125 \A1;.125 \A1;.05 0.30 \A1;0.3000 \A1;0.1500 \A1;0.1000 \A1;0.3000 \A1;0.1000 \A1;0.2000 \A1;0.1000 \A1;0.2000 2″ VARIABLE VARIABLE 0,30 0,15 VARIABLE 2″ 0,30 0,15 0,10 0,10 12.5 10.0 6.5 a(cm.) 1/4″ 3/8″ 1/2″ d 2.5 2.0 1.3 r(cm.) \A1;a \A1;r dDE COLUMNA,PLACA O VIGA 5 -167.5181872026309 5 45° 45° -167.5181872026309 \A1;ESPECIFICADO \A1;ESPECIFICADO ZONA SEGURA EN CASO DE SISMOS DETECTOR DE HUMO LUZ DE EMERGENCIA FUMAR PROHIBIDO PELIGRO BOTIQUÍN DE PRIMEROS AUXILIOS \A1;3.00 \A1;6.00 \A1;4.00 \A1;R=1.80 \A1;1.00 \A1;1.75 \A1;R=1.80 \A1;R=3.00 \A1;R=1.80 \A1;1.00 \A1;1.75 \A1;3.33 \A1;3.33 \A1;3.33 \A1;3.33 \A1;3.33 \A1;3.33 \A1;3.33 \A1;3.33 \A1;3.33 \A1;3.33 \A1;20.00 \A1;13.37 \A1;.30 \A1;.125 \A1;2.5cms \A1;.15 \A1;.30 \A1;.30 \A1;.10 -1538.39804834687 -1538.39804834687 -1538.39804834687 DETALLE DE PAVIMENTO RELLENO CON AFIRMADO COMPACTADO AL 95% P.M. CAPA DE DESGASTE e=1″ PAVIMENTO RIGIDO f’c = 175 Kg/cm2 MORTERO 1:3 NPT + 0.15 NPT + 0.15 MALLA Ø 1/4″@.20 -1538.39804834687 -1538.39804834687 MALLA Ø 1/4″@.25 -1538.39804834687 -1538.39804834687 DETALLE DE CANALETA \A1;.15 \A1;.91 \A1;.15 \A1;.15 \A1;4.15 \A1;1.65 \A1;.80 \A1;3.73 \A1;3.73 \A1;3.03 \A1;1.20 \A1;22.31 \A1;.20 \A1;1.10 \A1;.10 \A1;1.20 \A1;.10 \A1;1.10 \A1;1.10 \A1;.10 \A1;1.20 \A1;.10 \A1;1.10 \A1;.15 \A1;5.87 \A1;.15 \A1;.90 \A1;4.04 \A1;.20 \A1;.85 \A1;.10 \A1;.90 \A1;.10 \A1;.90 \A1;.10 \A1;.89 \A1;.10 \A1;.90 \A1;.10 \A1;4.03 \A1;1.20 \A1;.10 \A1;.40 \A1;.60 \A1;.60 \A1;.30 \A1;.40 \A1;.60 \A1;.60 \A1;.30 \A1;1.20 \A1;1.85 \A1;1.85 \A1;.40 \A1;.60 \A1;.60 \A1;.30 \A1;.30 \A1;.60 \A1;.60 \A1;.40 \A1;.60 \A1;.40 \A1;1.37 \A1;.10 \A1;1.25 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;2.10 \A1;1.35 \A1;2.27 \A1;.15 \A1;1.55 \A1;3.85 \A1;3.26 \A1;2.33 \A1;2.90 \A1;.63 \A1;.30 \A1;.95 \A1;1.65 \A1;.83 \A1;.20 \A1;.15 \A1;3.85 \A1;.15 \A1;1.35 \A1;2.90 \A1;.63 \A1;.30 \A1;.95 \A1;.83 \A1;.20 \A1;.15 \A1;3.85 \A1;.15 \A1;2.10 \A1;.90 \A1;.60 \A1;2.90 \A1;.63 \A1;.30 \A1;1.80 \A1;.83 \A1;.20 \A1;.15 \A1;3.85 \A1;.15 \A1;.60 \A1;.80 \A1;2.10 \A1;3.73 \A1;3.73 \A1;.35 \A1;.35 \A1;2.40 \A1;.90 \A1;47° \A1;47° \A1;87° \A1;.89 5 5 0.2000000022483164 1.099999999999682 0.1000000000001364 1.200000000000045 0.0999999999999091 1.099999999999909 0.1499999999998636 1.099999999999909 0.1000000000001364 1.200000000000045 0.0999999999999091 1.099999999999227 0.1500000000000909 5.869552355416545 0.1500000000003183 0.900000000000091 0.9061442311140127 4.043799463242522 0.2000000000002728 0.8499999999985448 0.0999999999992269 0.9000000000005457 0.1000000000003638 0.8999999999994088 0.0999999999994543 0.1532125985731909 0.8899551873498694 0.0969346283670802 0.9014532512023834 0.1001614723556941 SERVICIOS HIGIENICOS + 0.30 PISO PORCELANATO CERAMICO 0.45 X 0.45 GUARDIANIA + 0.30 PISO PORCELANATO CERAMICO 0.45 X 0.45 ADMINISTRACION + 0.30 PISO PORCELANATO CERAMICO 0.45 X 0.45 5 SERVICIOS HIGIENICOS + 0.30 PISO PORCELANATO CERAMICO 0.45 X 0.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 14 15 4.146701103026771 13 15 13 15 14A 3.264023102889496 2.326156649100085 B C D E F G B B A A C C 2.899999999999636 0.6331774941179447 0.2958530969235653 ADMINISTRACION + 0.30 PISO PORCELANATO CERAMICO 0.45 X 0.45 + 3.10 0.9541469030766621 1.649999999999181 0.833177494117308 0.1999999999998181 0.1502422085336548 3.848154353969221 0.145853096923247 1.350242208533928 2.899999999999636 0.6331774941179447 0.2958530969235653 SERVICIOS HIGIENICOS + 0.30 PISO PORCELANATO CERAMICO 0.45 X 0.45 + 3.10 0.9541469030766621 1.649999999999181 0.833177494117308 0.1999999999998181 0.1502422085336548 3.848154353969221 0.145853096923247 2.100000000000136 0.900000000000091 0.5999999999996817 2.899999999999636 0.6331774941179447 0.2958530969235653 SERVICIOS HIGIENICOS + 0.30 PISO PORCELANATO CERAMICO 0.45 X 0.45 + 3.10 1.799999999999955 0.804146903075889 0.833177494117308 0.1999999999998181 0.1502422085336548 3.848154353969221 0.145853096923247 0.5999999999996817 0.7999999999997272 2.099999999999682 CORTE A-A CORTE B-B CORTE C-C ELEVACION 3.733512314508744 3.733512314508971 0.3499999999999091 0.3499999999999091 2.400000000000091 0.8999936469731438 5 5 5 5 ELEVACION INTERIOR 3.733512314509198 3.733512314508289 3.033512314508926 + 0.15 + 0.15 + 0.15 + 0.00 \LPLANTA DEL CAMPO DEPORTIVO ESC: 1/ 75 5 5 Dado de Concreto de 0.30×0.50×0.60 m. a ras del n.p.t. 5 5 LOSA DE CONCRETO SECCION 2-2 AFIRMADO COMPACTADO TERRENO NATURAL Esc. : 1/10 DETALLE 1 5 <> 5 Esc. 1/10 5 5 Junta rellenada con brea y arena 0.025 LOSA DE CONCRETO de soga templadora Canal para amarre d 3/8″ con pata de gallo 5 .30 x .50 x .60 5 Esc. : 1/10 SECCIÓN a – a DADO DE CONCRETO TUBO DE F° G° d 2 1/2 ” Fijo al Concreto. Esc. : 1/10 DETALLE 2 5 DETALLE N° 1 EN 3D 5 5 5 TUBO DE F° G° d 2 ” de Embutir y Sacar. a a 5 5 5 5 Perforación d 4″ CORTE 1 – 1 SUB BASE DE AFIRMADO 5 5 5 ESC. 1:10 SARDINEL LOSA DE CONCRETO 5 5 5 SUB BASE DE AFIRMADO LOSA DE CONCRETO 5 ESC. 1:10 CORTE 2 – 2 5 JUNTA DE DILATACION = 3/4″ PISO FROTACHADO LOSA PROYECTADA e = 4″ TERRENO COMPACTADO 2″ VARIABLE VARIABLE 5 5 VARIABLE 2″ 5 5 5 5 ESC. 1/10 CORTE TIPICO DE JUNTAS ESPECIFICACIONES NOTA – AFIRMADO: COMPACTACION AL 100% – JUNTAS DE DILATACIÓN: RELLENO CON MEZCLA ARENA-BREA 3% – TAMIS N°10 PREPARACIÓN. (5%=95%) EN PESO – CONCRETO: FC= 140kg/cm² – EL VACEADO DE LOSA SE HARÁ POR PAÑOS – DEBERÁ RESPETARSE EXACATAMENTE EL NIVEL ENTRE PAÑO Y PAÑO. – LA PENDIENTE SERÁ 0.1 % DEL CENTRO A LOS EXTREMOS LOSA PROYECTADA e = 4″ LOSA PROYECTADA e = 4″ BASE DE AFIRMADO e = 4″ FRANJA ANCHO DE CUADRO PINTADO DE LOSAS DEPORTIVAS AREA DE JUEGO BASKET VOLEY FULBITO PINTURA TRAFICO TRAFICO TRAFICO COLOR DE AZUL ELECT. FRANJA BLANCO AMARILLO TIPO DE 5 cm 5 cm 5 cm – ESPESOR DE LOSA e = 0.10 cm. PLOTEAR 50×70 3.00 6.00 4.00 CANCHA DE BASQUET Y FULBITO 14 x26 CANCHA DE VOLEY 9 x18 R=1.80 1.00 1.75 R=1.80 R=3.00 R=1.80 1.00 1.75 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 5 5 5 5 5 5 5 5 5 5 5 5 UBICACION PROYECTO PLANO DEPARTAMENTO : LAMBAYEQUE PROVINCIA : CHICLAYO DISTRITO : SANTA ROSA INSTITUCION EDUCATIVA LAMINA FECHA ESCALA 1 / 75 MARZO 2008 PROPIETARIOS: DIGITALIZACION CAD: RESPONSABLE: L.O.G OBSERVACIONES UBICACION: PLATAFORMA A-01 ARQ. LUIS HUMBERTO OLORTE GARCIA ARQUITECTO CAP 5334 DEPORTIVA CORTES-DETALLES