Multiple Court DWG Detail for AutoCAD

Multiple Court DWG Detail for AutoCAD

MULTIPLE COURT ROOF WITH BLEACHERS ; INCLUDE CONSTRUCTIVE AND STRUCTURAL DETAILS

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

real, direction of urban and rural planning, approved :, rev., architect :, engineer :, drawing :, project, lamina, scale :, date :, architect, engineer, drawing, scale, date, nºproy, republica bolivariana de venezuela , cabimas municipality, city hall, location :, content :, project :, truss, rainwater, build channel, pretension, mechanism, belts, splice, belt-truss union, cartouche, triangular, column, conduven, typical detail splice, column – truss, min., tensioner, see typical detail, section, esc., aa, smooth pin, pedestal, esc.:, beam girder, ground level, both directions, shoe, electrowelded mesh, steel, see detail, welding, welding, cutting of foundations, esc :, steps, protection, mooring, tiered facade, foundations plant, foundation, roof plant, beam girder, see det., note :, connectors should be placed on the The steel, support detail of the steel on matal beam, detail of the steel, concrete, or ‘equivalent nte, connectors: bolts, length with head, point of welds between, steel and beams, washer, plug weld, soil, det. Foundation cut, detail of the flange a, det. cut of foundation b, det.flanche and foundation a, det.flanche and foundation b, detail of the flank b, characteristic of the materials, steel, notes :, characteristics of the materials :, strap, typical truss detail, splice detail , truss – straps, typical detail of straps, diagonal, plan view, splice truss – strap, stirrups, and in central strap, column finished clean work, brace beam and sleeper, cross section, column of the field, note: – Clean work finished fence includes paint with cement water on both sides

Raw text data extracted from CAD file:

A - A - 10.00 10.00 10.00 4.90 4.60 4.60 4.90 19.00 6.00 2.10 MIN.0.60 0.60 MIN. 1.00 3.47 8.10 .40 .40 .40 .40 .40 .40 0.30 0.40 0.60 .40 .40 .40 .40 .40 .40 0.30 0.40 .05 .05 1.00 0.30 0.075 0.075 0.05 1.50 0.10 .20 0.05 2.00 2.00 20.77 15.00 19.00 1.80 2.50 2.50 2.50 REAL 19.00 19.40 0.38 1.98 1.98 1.98 1.98 1.60 1.60 0.79 0.79 0.79 0.79 0.36 0.29 0.44 3.78 1.60 1.60 0.30 0.30 3.20 0.35 0.35 0.35 0.85 0.85 0.85 0.85 1.98 1.98 1.98 1.98 2.09 2.12 0.55 0.28 8.00 2.45 1.98 1.98 1.98 1.98 8.00 1.88 0.78 0.38 6.36 0.10 21° 35° 0.80 19.00 4.75 4.75 19.40 0.60 0.25 0.30 0.40 0.40 0.58 0.58 0.58 0.58 .40 0.60 .40 .40 .40 .40 .40 0.30 .40 .40 .40 .40 .40 .40 .20 0.40 0.30 0.60 0.40 0.60 0.20 .40 .40 .40 .40 0.30 0.40 15.00 28.00 ESC: 1:10 0.20 0.20 1.00 1.00 0.30 0.30 0.25 0.30 0.30 0.60 \A1;0.20 \A1;0.50 \A1;0.20 Est. d3/8"x0.70@0.15 \A1;0.20 \A1;0.20 DIRECCION DE PLANIFICACION URBANA Y RURAL LEYENDAS/ OBSERVACIONES/ NOTAS: APROBADO: REV. REV. APROBADO: APROBADO1 APROBADO2 APROBADO3 APROBADO4 REV2 REV1 ARQUITECTO: INGENIERO: DIBUJO: PROYECTO LAMINA ESCALA: FECHA: ARQUITECTO INGENIERO DIBUJO LAM/Nº ESCALA FECHA TOTAL/LAM NºPROY UBICACION2 UBICACION1 CNTENIDO2 CNTENIDO1 PROYECTO2 PROYECTO1 REPUBLICA BOLIVARIANA DE VENEZUELA MUNICIPIO CABIMAS ALCALDIA DEL UBICACION: CONTENIDO: PROYECTO: 10.00 10.00 10.00 CERCHA CERCHA CERCHA CERCHA 5 5 5 \W9.29286; TECHO DE CANCHA MULTIPLE 5 5 5 5 5 5 5 5 5 CERCHA (VER DETALLE TIPICO) (TIP.) TENSOR d1" (VER NOTA 2) MIN.0.60 0.60 MIN. d1/2" (TIP.) (VER DETALLE TIPICO) 13 CORREAS 5 DE AGUAS DE LLUVIA CONSTRUIR CANAL DE AGUAS DE LLUVIA CONSTRUIR CANAL PRETENSION MECANISMO DE 5 5 \W9.45677; PORTICO DE CARGA \W9.27104; DETALLES .40 .40 .40 .40 .40 .40 0.30 ESC. 1:20 2 d1/2" (TIP.) CERCHA CORREAS (TIP.) (TIP.) Est. d3/8" 2 DIAGONALES d1/2" (TIP.) 0.40 2 d1/2" (TIP.) 1d5/8" (2 d1/2") EMPALME UNION CORREA-CERCHA 0.60 D - D - CABILLA d1" (TIP.) CARTELA TRIANGULAR e=3/8" (TIP.) 0.30x0.30 (TIP.) 2 PLACAS TOPE COLUMNA CONDUVEN DETALLE TIPICO DE EMPALME COLUMNA - CERCHA ESC. 1:10 175x175x5mm. MIN. TENSOR CABILLA d1" .40 .40 .40 .40 .40 .40 0.30 ESC. 1:10 2 d1/2" (TIP.) CERCHA CORREAS (TIP.) (TIP.) Est. d3/8" 2 DIAGONALES d1/2" (TIP.) 0.40 2 d1/2" (TIP.) (VER NOTA 2) 1d5/8" (2 d1/2") EMPALME UNION CORREA-CERCHA COLUMNA CONDUVEN 175x175x5mm. 0.30x0.30 (TIP.) 2 PLACAS TOPE CERCHA VER DETALLE TIPICO CARTELA TRIANGULAR e=1/2" (TIP.) SECCION ESC. S/E A-A - PERNO LISO d7/8" x 24"(TIP.) 2 PL-.40x.40x1/2" (TIP.) 0.40x0.40 PEDESTAL (TIP.) Est. d3/8"@ .20 (TIP.) 6 d3/4" .30 4d3/4"+4d1/2"x 2.52(APROX.) 2.22 175x175x5mm. .05 .05 COLUMNA CONDUVEN 5 5 0.075 0.075 5 5 5 RIGIDIZADOR E=1/2" ESC.: S/E A-A - .20 4d1/2" EST. d3/8"@0.20 5 VIGA DE RIOSTRA 6d1/2" 5 5 5 5 19.00 19.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE SUELO .50 .50 ANGULO 3 PL 200x200x.08 5 5 5 5 5 5 5 5 TUBO Ø 2" TUBO Ø 2" TUBO Ø 2" TUBO Ø 2" TUBO Ø 2" 5 IPN 120x58mm 5 5 0.80 IPN 160x74mm 5 5 5 .21 5 .02 .03 .05 0.10 .02 5 .08 0.10 0.10 0.55 .05 0.15 0.15 .05 0.55 0.10 .05 0.15 0.15 0.15 0.15 0.10 .08 5 .07 0.10 .05 .30 .50x.50x.30(h) .50 Ø 1/2" AMBOS SENTIDOS .03 ZAPATA 8 Ø 1/2" ESTRIBO Ø 3/8"x.1.00 .21 5 .02 .03 .05 0.10 .02 5 .08 0.10 .03 0.10 0.55 .05 0.15 0.15 .05 0.55 0.10 .03 0.15 0.15 0.15 0.15 0.10 .08 5 .07 0.10 .05 .30 .50x.50x.30(h) .50 Ø 1/2" AMBOS SENTIDOS .03 ZAPATA 6 Ø 1/2" NIVEL DE SUELO NIVEL DE SUELO PL 200x200x.08 PL 200x200x.08 .36 0.15 0.15 0.15 .31 5 .02 .03 PERNO Ø 7/8" .05 0.10 .02 5 .08 0.10 .03 0.10 0.55 DE 0.60cms .05 0.15 0.15 .05 0.55 .03 0.15 0.10 .08 5 .07 0.10 .05 .30 .60x.60x.30(h) .60 Ø 1/2" AMBOS SENTIDOS .03 ZAPATA 6 Ø 1/2" ESTRIBO Ø 3/8"x.1.30 IPN 180x82mm 5 5 5 5 150x150x4mm MALLA ELECTROSOLDADA LOSACERO VER DETALLE CONDUVEN 3"x1" SOLDADURA E6010-E7018 E6010-E7018 SOLDADURA IPN 200x90mm IPN 200x90mm SOLDADURAS IPN 240x90mm E6010-E7018 SOLDADURA ESP. 0.5cms. TUBO Ø 2" TUBO Ø 2" 1/2" 1/2" x 3 x 7mm IPN 160x74mm IPN 240x90mm IPN 160x74mm .24 5 5 .09 5 5 5 5 0.12 .26 .05 .09 CORTE DE FUNDACIONES ESC: 1/50 PEDESTAL VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) A B C D E 3 2 1 5 5 5 5 IPN 240x90mm NIVEL DE SUELO PEDESTAL ESCALONES TUBO Ø 2" PROTECCION IPN 180x82mm AMARRE PASAMANO Ø 2" x 7mm x 3 1/2" 1/2" ANGULO 3 ESP. 0.5cms. IPN 200x90mm CONDUVEN 3"x1" LOSACERO 5 5 5 5 FACHADA DE GRADA 5 5 5 5 AMARRE IPN 180x82mm IPN 180x82mm AMARRE VER DETALLE 0.53 PLANTA DE FUNDACIONES FUNDACION F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 0.53 PLANTA DE GRADAS/ASIENTO ESC: 1:50 PLANTA DE TECHO 60cms(h) PERNO Ø 7/8" .02 5 .07 5 .20 VIGA RIOSTRA Ø 1/2" EST. d3/8"@0.15x0.80 VER DET. 5 NOTA: SE DEBEN COLOCAR CONECTORES SOBRE LA LOSACERO DETALLE DE LOSACERO STANDAR CALIBRE 22 ESC. 1.10 DETALLE APOYO DE LOSACERO SOBRE VIGA MATALICA ESC. 1.10 CONDUVEN 180x65 MALLA ELECTROSOLDAD 150x150x4 mm LOSACERO CALIBRE 22 MALLA ELECTROSOLDAD 150x150x4 mm CONDUVEN 180x65- (TIP.) LOSACERO DETALLE DE LOSACERO PARRILLA #3@30 CONCRETO LOSACERO TIPO SECCION 4 CAL 22 LOSACERO " IMSA " o' EQUIVALENTE CONCRETO CONDUVEN 180x65 19 mm DE DIAMETRO x 100 mm DE CONECTORES: PERNOS DE LONGITUD CON CABEZA NOTA: SE DEBEN COLOCAR CONECTORES SOBRE LA LOSACERO DETALLE DE LOSACERO STANDAR CALIBRE 22 ESC. 1.10 MALLA ELECTROSOLDAD 150x150x4 mm LOSACERO UPN100 CONDUVEN 180x65(TIP.) PUNTA DE SOLDADURAS ENTRE LOSACERO Y VIGAS ARANDELA INTERNO 13mm. SOLDADURA DE TAPON PUNTA DE SOLDADURAS ENTRE LOSACERO Y VIGAS ARANDELA INTERNO 13mm. SOLDADURA DE TAPON \A1;0.05 \A1;0.04 \A1;0.09 \A1;0.04 \A1;0.09 CALIBRE 22 PL 200x200x.08 NIVEL DE SUELO 6 Ø 1/2" ZAPATA .03 AMBOS SENTIDOS Ø 1/2" .50 .50x.50x.30(h) .30 PERNO Ø 7/8" .05 0.10 .07 5 .08 0.10 0.15 0.15 0.15 0.15 .03 0.10 0.55 DE 0.60cms .05 0.15 0.12 0.15 .05 DE 0.60cms 0.55 0.10 .03 0.10 .08 5 .02 0.10 .05 PERNO Ø 7/8" .03 ESTRIBO Ø 3/8"x.70 .02 5 .21 .50 .09 .05 5 5 .03 0.15 .05 0.15 5 .02 .03 .02 5 .21 PERNO Ø 7/8" LOG/ .60cms PL 260x260x08mm .03 .05 .03 5 5 .05 .09 .03 5 .19 .26cms .26cms 5 .03 PL 260x260x08mm LOG/ .60cms PERNO Ø 7/8" IPN 160x74mm .05 5 .03 .03 5 .09 .42 5 .03 .74 .09 .05 5 5 ESTRIBO Ø 3/8"x.1.00 8 Ø 1/2" ZAPATA .03 AMBOS SENTIDOS Ø 1/2" .50x.50x.30(h) .30 .05 0.10 .07 5 .08 0.10 0.15 0.15 0.15 0.15 .05 0.10 .05 0.15 0.15 .05 0.55 0.10 0.10 .08 5 .02 0.10 .05 .03 .02 5 .21 .50 LOG/ .60cms PERNO Ø 7/8" PL 200x200x.08 .74 .66 .66 .03 5 .58 120 5 .03 .03 5 PERNO Ø 7/8" LOG/ .60cms PL 260x260x08mm IPN 120x58mm .03 5 .26cms .26cms .19 5 .03 .12 5 5 .03 .03 IPN 120x58mm PL 260x260x08mm LOG/ .60cms PERNO Ø 7/8" .21 5 .02 .03 .02 5 0.15 0.15 .03 5 5 .03 5 .03 5 5 .03 SUELO SUELO PEDESTAL PEDESTAL 5 .03 5 .03 .26cms .12 ESTRIBO Ø 3/8"x.70 ESTRIBO Ø 3/8"x.70 NIVEL DE SUELO ANGULO 3 1/2" x 3 1/2" x 7mm .26 DET. CORTE DE FUNDACION A DET. CORTE DE FUNDACION A DETALLE DEL FLANCHE A .74 .74 .03 5 .09 .09 5 .03 .03 5 .05 .03 5 .26cms .26cms .19 5 .03 .09 .05 5 5 .03 .05 .03 ANGULO 3 PL 260x260x08mm LOG/ .60cms PERNO Ø 7/8" .50 .50 .12 Ø 1/2" AMBOS SENTIDOS .12 IPN 120x58mm PL 260x260x08mm LOG/ .60cms PERNO Ø 7/8" .50 .50 .50 Ø 1/2" AMBOS SENTIDOS .03 5 5 .03 5 .03 .03 .03 5 5 .12 .03 5 .19 .26cms .26cms 5 .03 5 .03 .03 5 120 .58 5 .03 .66 .66 DET. CORTE DE FUNDACION B ESC: 1:20 DET.FLANCHE Y FUNDACION A DET.FLANCHE Y FUNDACION B DETALLE DEL FLANCHE B DET. CORTE DE FUNDACION B IPN 200x90 IPN 160x74 IPN 240x90 LOSACERO ESP/0.5cms VER DET. EST. d3/8"@0.15x0.80 Ø 1/2" VIGA RIOSTRA .20 5 .07 5 .02 VER DET. EST. d3/8"@0.15x0.80 Ø 1/2" VIGA RIOSTRA .20 5 .07 5 .02 x3 x7mm x7mm x3 ANGULO 3 x7mm 1/2" x3 1/2" ANGULO 3 0.025 0.30 0.20 0.075 0.25 0.05 0.15 0.05 EST. d3/8"@0.15x0.80 6 d 1/2" DETALLE VIGA DE RIOSTRA (0.25x0.30) 0.05 0.15 0.15 0.20 0.20 0.05 CARACTERISTICA DE LOS MATERIALES f'c= 210 kg/cm2 fy= 4200 kg/cm2 ACERO CONCRETO 19.00 4.75 4.75 19.40 VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) VR(0.25x0.30) F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 0.60 D - D - CABILLA d1" (TIP.) CARTELA TRIANGULAR e=3/8" (TIP.) 0.30x0.30 (TIP.) 2 PLACAS TOPE COLUMNA CONDUVEN COLUMNA CONDUVEN 175x175x5mm. 0.30x0.30 (TIP.) 2 PLACAS TOPE CERCHA VER DETALLE TIPICO DETALLE TIPICO DE EMPALME COLUMNA - CERCHA ESC. 1:20 175x175x5mm. MIN. CARTELA TRIANGULAR e=1/2" (TIP.) TENSOR CABILLA d1" SECCION ESC. S/E A-A - SECCION 8d3/8"x 1.65 A/S 1 - S/E SECCION ESC.: 5 4d1/2" Est. d1/4"x1.00@0.15 5 0.25 5 5 0.075 Est. d1/4"x1.35@0.15 0.30 0.30 0.30 0.30 \W9.71311; CANCHA ESC: 1:50 ESC: 1:50 ESC: 1:50 \U+2205 \U+2205 NOTAS: 1.- LAS MEDIDAS SON EN METROS, SALVO OTRA INDICACION. CARACTERISTICAS DE LOS MATERIALES: - ACERO ESTRUCTURAL: ASTM A-36 o' PS-25. 0.58 0.58 0.58 0.58 .40 E - E - (TIP.) CORREA (TIP.) 2 d7/8" (TIP.) Est. d1/2" d5/8" (TIP.) 2 DIAGONALES DETALLE TIPICO DE CERCHA 0.60 .40 .40 .40 .40 .40 0.30 .40 .40 .40 .40 .40 .40 DETALLE DE EMPALME CERCHA - CORREAS ESC. 1:20 2 d1/2" (TIP.) CERCHA CORREAS (TIP.) (TIP.) Est. d3/8" 2 DIAGONALES d1/2" (TIP.) .20 (TIP.) d1/2" (TIP.) d1/2" DETALLE TIPICO DE CORREAS ESC. 1:20 F - F - 0.40 0.30 0.60 2 d7/8" (TIP.) 2 d7/8" (TIP.) 0.40 2 d1/2" (TIP.) 2 d1/2" (TIP.) (VER NOTA 2) 1d5/8" (2 d1/2") d3/8" (TIP.) d3/8" (TIP.) DIAGONAL 2 d7/8" (TIP.) ESC. 1:20 EMPALME (TIP.) Est. d1/2" (TIP.) Est. d3/8" SECCION ESC. S/E A-A - SECCION ESC. S/E A-A - 0.60 D - D - CABILLA d1" (TIP.) CARTELA TRIANGULAR e=3/8" (TIP.) 0.30x0.30 (TIP.) 2 PLACAS TOPE COLUMNA CONDUVEN COLUMNA CONDUVEN 175x175x5mm. 0.30x0.30 (TIP.) 2 PLACAS TOPE CERCHA VER DETALLE TIPICO DETALLE TIPICO DE EMPALME COLUMNA - CERCHA ESC. 1:20 (TIP.) CERCHA (TIP.) CORREA VISTA EN PLANTA DE EMPALME CERCHA - CORREA ESC. 1:20 175x175x5mm. MIN. CARTELA TRIANGULAR e=1/2" (TIP.) 2 d1/2" (TIP.) EMPALME TENSOR CABILLA d1" SECCION ESC. S/E A-A - d 7/8" d 5/8" DIAGONAL d 1/2" ESTRIBOS d 7/8" 0.20 (VER NOTA 2) 1d5/8" (2 d1/2") 2.- PARA CANCHAS UBICADAS EN ZONAS COSTERAS LA CORREA SERA CONSTRUIDA UTILIZANDO 2d1/2" EN EL CORDON INFERIOR, TAL COMO SE INDICA ENTRE PARENTESIS. .40 .40 .40 .40 0.30 2 d1/2" (TIP.) CERCHA CORREAS (TIP.) (TIP.) Est. d3/8" 2 DIAGONALES d1/2" (TIP.) 0.40 2 d1/2" (TIP.) (VER NOTA 2) 1d5/8" (2 d1/2") 2 d1/2" EN CORREAS EXTREMAS Y EN CORREA CENTRAL A - A - SECCION S/E A-A - 5 5 \W9.70971; DETALLE DEL TECHO DE LA CANCHA FUNDACION TECHO (TIP.) - A - A A A - A - A - \W7.81436; PLANTA DE FUNDACIONES ESC: 1:20 ESC: 1:20 ESC: 1:20 ESC: 1:20 ESC: 1:20 ESC: 1:20 ESC: 1:20 5 5 5 5 0.15 0.15 0.15 0.15 0.05 Est. d3/8"x0.70@0.15 MALLA DE CICLON CAL.10 COLUMNA ACABADO OBRA LIMPIA PEDESTAL 0.25 0.20 0.20 0.05 5 5 5 5 VIGA DE RIOSTRA Y DURMIENTE CORTE TRANSVERSAL A - A - 3 d3/8"x0.75 0.15 VIGA DE RIOSTRA COLUMNA DE LA CANCHA 1/2" VISTA FRONTAL ESC.: 1:50 ESC: 1:50 ESC: 1:50 ESC: 1:50 ESC: 1:20 ESC: 1:10 5 5 5 MALLA DE CICLON CAL. 10 VIGA DE RIOSTRA Y COLUMNAS DE CONCRETO ACABADO OBRA LIMPIA DE 20x20 cm DETALLE INFERIOR ESC.: 1:10 DETALLE SUPERIOR ESC.: 1:10 NOTA: - CERCA ACABADO OBRA LIMPIA INCLUYE PINTURA CON AGUA DE CEMENTO POR LAS DOS CARAS DETALLE DE COLUMNA Y VIGA DE RIOSTRA ESC.: 1:10 4 Ø 1/2" 5 5 BLOQUES DE CONCRETO E= 15cm ACABADO OBRA LIMPIA ESC: 1:50

Language	Spanish
Drawing Type	Detail
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, basquetball, bleachers, constructive, court, DETAIL, details, DWG, feld, field, football, golf, include, multiple, roof, sports center, structural, voleyball