Project Closing – Stage And Bleachers Cover DWG Full Project for AutoCAD

Project Closing – Stage And Bleachers Cover DWG Full Project for AutoCAD

Construction designs Glorieta in court Multipurpose indoor Dura Prepainted metal roof structure including a perimeter railing and income harrows

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

axes:, multiple use court, l a m i n a, contains.-, indicated, autocad digitation.-, date.-, scale.-, of :, ing. Gallic Illescas, president of the parochial government of bolaspamba, sr. cristian fernando wheel wheel., design, budget, g.j.i.zh, asogapal, revision, construction details

Raw text data extracted from CAD file:

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Losa \W6.91734; e=15cm \W4.82935; Viga 20x15 \A1;0.80 \A1;0.65 \A1;0.80 \A1;0.65 \A1;1.30 \A1;N=±0.00 \A1;N=-0.80 \A1;N=+2.75 \A1;0.80 \A1;0.25 \A1;0.80 \A1;0.25 \A1;0.50 \A1;N=±0.00 \A1;N=-0.80 \A1;N=+1.15 \A1;1.94 \A1;0.82 \A1;0.82 \A1;0.82 \A1;0.81 \A1;0.72 \A1;0.71 \A1;0.71 \A1;0.46 \A1;0.45 \A1;4.61 \A1;0.81 \A1;0.74 \A1;0.71 \A1;0.51 \A1;1.52 \A1;1.69 \A1;0.33 \A1;0.33 \A1;0.40 \A1;0.11 \A1;0.70 \A1;0.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Duratecho Clasico 890 x 3.60 x 0.30 mm Correa G 60 x 30 x 10 / 1.5 mm / 6 Canal C 100 x 50 / 3 mm / 6 Canal C 100 x 50 / 2 mm / 6 Correa G 100 x 50 x 15 / 2 mm / 6 2 Angulo Doblado 40 x 40 / 3mm / 6 (2) Angulo Doblado 25 x 25 / 2mm / 6 (2) Angulo Doblado 20 x 20 / 2mm / 6 Varilla Corrugada 14 mm x 12 m MC 103 Placa 0.55 x 0.30 / 5mm Varilla Corrugada 10 mm x 12 m MC151 DETALLE ESTRUCTURAL EJE A,B,C Escala: 1:50 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.05 \A1;0.40 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \L\OPLINTO "A" Escala --- 1:25 5 5 5 5 \L10 Ø 12mm @ 20cm en X,Y MC 001Ø 12mm @ 20cm en X,Y MC 001 \W8.28157; I = 0.80 m A A \L\OPLINTO "A": CORTE A-A Escala -------------- 1:25 5 5 5 5 5 5 5 5 5 \L10 Ø 12mm @ 20cm en X,Y MC 001Ø 12mm @ 20cm en X,Y MC 001 \W8.28157; I = 0.80 m \LReplantillo de HºS \lf'c=18MPa e=5cm \L\C4;Cimiento de HºC \l f'c=18MPa 5 5 5 5 \L\C4;Cimiento de HºC \l f'c=18MPa \L\C4;Varillas: 4 Ø 12mm en MC 002 Estribos: 1 Ø 8mm @ 10-20cm MC 050 \l O = 0.15*4+0.03*2 = 0.66 m \L\OCORTE CADENA 20X20 Escala --------- 1:25 5 5 5 COL 20X20 COL 20X20 COL 20X20 Losa e=15cm Losa e=15cm CADENA 20X20 CADENA 20X20 5 5 5 5 5 COL 20X20 COL 20X20 COL 20X20 Losa e=15cm Losa e=15cm 5 Cancha de Uso Multiple CADENA 20X20 CADENA 20X20 5 5 5 5 5 COL 20X20 COL 20X20 COL 20X20 Losa e=15cm 5 Cancha de Uso Multiple CADENA 20X20 CADENA 20X20 5 5 5 5 5 5 5 5 5 5 5 COL 20X20 COL 20X20 COL 20X20 Losa e=15cm Losa e=15cm 5 Cancha de Uso Multiple CADENA 20X20 CADENA 20X20 5 5 5 5 5 5 5 5 A B C A B C 3 Ø 12mm M 203 C = 0.15*2+0.88=1.18m 6 Ø 12mm M 205 C = 0.15*2+1.55=1.85m 3 Ø 12mm M 204 C = 0.15*2+0.40=0.70m 5 5 5 5 5 6 Ø 12mm M 203 C = 0.15*2+0.88=1.18m VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 5 5 8 Ø 12mm M 201 C = 0.15*2+0.66=0.96m 8 Ø 12mm M 202 C = 0.15*2+1.12=1.42m 10 Ø 12mm M 201 C = 0.15*2+0.66=0.96m 2 Ø 12mm M 201 C = 0.15*2+0.66=0.96m 5 5 2 Ø 12mm M 206 I = 2.23m 8 Ø 12mm M 207 I = 4.25m 3 Ø 12mm M 208 I = 4.80m 3 Ø 12mm M 209 I = 6.0m 5 4 3 2 1 6 1 2 3 1 2 3 5 5 5 5 5 5 5 PLANTA DE LOSA Escala: 1:50 A B C A B C 5 5 5 5 5 5 5 5 5 1 2 3 1 2 3 PLANTA DE CIMENTACION Escala: 1:50 ARMADO DE ESTRUCTURA EJE A,B,C Escala: 1:50 EJE 3 Escala: 1:50 5 5 5 5 5 \L\C4;Cimiento de HºC \l f'c=18MPa \L\C4;Varillas: 4 Ø 12mm en MC 002 Estribos: 1 Ø 8mm @ 10-20cm MC 050 \l O = 0.15*4+0.03*2 = 0.66 m \L\OCORTE CADENA 20X20 Escala --------- 1:25 \L\OPLINTO "A" Escala --- 1:25 5 5 5 5 \L10 Ø 12mm @ 20cm en X,Y MC 001Ø 12mm @ 20cm en X,Y MC 001 \W8.28157; I = 0.80 m A A \L\OPLINTO "A": CORTE A-A Escala -------------- 1:25 5 5 5 5 5 5 5 5 5 \L10 Ø 12mm @ 20cm en X,Y MC 001Ø 12mm @ 20cm en X,Y MC 001 \W8.28157; I = 0.80 m \LReplantillo de HºS \lf'c=18MPa e=5cm \L\C4;Cimiento de HºC \l f'c=18MPa 4 Ø 12mm Mc 002 Ø 8mm @ 10-20cm Mc 050 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 004 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 004 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 004 4 Ø 12mm Mc 002 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 002 Ø 8mm @ 10-20cm Mc 050 5 6 Ø 8mm @ 10cm 8 Ø 8mm @ 10cm 6 Ø 8mm @ 20cm 5 5 5 8 Ø 8mm @ 10cm 5 N=±0.00 5 5 \L\OPLANILLA DE COLUMNAS EJES: 1A', 1B, 1C 2A, 2B, 2C 3A, 3B, 3C 5 6 Ø 8mm @ 10cm 4 Ø 8mm @ 10cm 2 Ø 8mm @ 20cm 5 5 5 4 Ø 8mm @ 10cm 5 N=±0.00 5 5 \L\OPLANILLA DE COLUMNAS EJES: 1A \W9.54674; Losa \W6.91734; e=15cm \W4.82935; Viga 20x15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Duratecho Clasico 890 x 3.60 x 0.30 mm Correa G 60 x 30 x 10 / 1.5 mm / 6 Canal C 100 x 50 / 3 mm / 6 Canal C 100 x 50 / 2 mm / 6 Correa G 100 x 50 x 15 / 2 mm / 6 2 Angulo Doblado 40 x 40 / 3mm / 6 (2) Angulo Doblado 25 x 25 / 2mm / 6 (2) Angulo Doblado 20 x 20 / 2mm / 6 Varilla Corrugada 14 mm x 12 m MC 103 Placa 0.55 x 0.30 / 5mm Varilla Corrugada 10 mm x 12 m MC151 4 Ø 12mm Mc 401 Ø 12mm @ 15cm Mc 402 EJE C Escala: 1:50 EJE A Escala: 1:50 DETALLE ESTRUCTURAL EJE A,B,C Escala: 1:50 A B C A B C 3 Ø 12mm M 203 C = 0.15*2+0.88=1.18m 6 Ø 12mm M 205 C = 0.15*2+1.55=1.85m 3 Ø 12mm M 204 C = 0.15*2+0.40=0.70m 5 5 5 5 5 6 Ø 12mm M 203 C = 0.15*2+0.88=1.18m VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 VIGA 20X15 5 5 8 Ø 12mm M 201 C = 0.15*2+0.66=0.96m 8 Ø 12mm M 202 C = 0.15*2+1.12=1.42m 10 Ø 12mm M 201 C = 0.15*2+0.66=0.96m 2 Ø 12mm M 201 C = 0.15*2+0.66=0.96m 5 5 2 Ø 12mm M 206 I = 2.23m 8 Ø 12mm M 207 I = 4.25m 3 Ø 12mm M 208 I = 4.80m 3 Ø 12mm M 209 I = 6.0m 5 4 3 2 1 6 1 2 3 1 2 3 PLANTA DE LOSA Escala: 1:50 A B C A B C 5 5 5 5 5 5 5 5 5 1 2 3 1 2 3 PLANTA DE CIMENTACION Escala: 1:50 4 Ø 12mm Mc 002 Ø 8mm @ 10-20cm Mc 050 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 004 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 004 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 004 4 Ø 12mm Mc 002 Ø 8mm @ 10-20cm Mc 050 4 Ø 12mm Mc 002 Ø 8mm @ 10-20cm Mc 050 5 5 5 COL 20X20 COL 20X20 COL 20X20 Losa e=15cm Losa e=15cm CADENA 20X20 CADENA 20X20 5 5 5 5 5 COL 20X20 COL 20X20 COL 20X20 Losa e=15cm Losa e=15cm 5 Cancha de Uso Multiple CADENA 20X20 CADENA 20X20 5 5 5 5 5 COL 20X20 COL 20X20 COL 20X20 Losa e=15cm 5 Cancha de Uso Multiple CADENA 20X20 CADENA 20X20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PASAMANO EJE 3 Escala: 1:50 4 Ø 12mm Mc 401 Ø 12mm @ 15cm Mc 402 PASAMANO EJE C Escala: 1:50 PASAMANO EJE A Escala: 1:50 Tubo Estructural 2" Tubo Estructural 1" Tubo Estructural 2" Tubo Estructural 1" Tubo Estructural 2" Tubo Estructural 1" C L O C I C I O L C L O C I C I C I O L C L O C I C L O L A M I N A CONTIENE.- DICIEMBRE DEL 2012 INDICADA DIGITACION AUTOCAD.- FECHA.- ESCALA.- DE: ING. GALO ILLESCAS. \W8.94813; GOBIERNO PARROQUIAL \W5.72406; DE BOLASPAMBA \W3.31286; PROYECTO DE CERRAMIENTO, ESCENARIO Y \W3.31286; CUBIERTA GRADERIO \W8.64619; "TRANSITO MANGAHURQUILLO" PRESIDENTE DEL GOBIERNO PARROQUIAL DE BOLASPAMBA SR. CRISTIAN FERNANDO RUEDA RUEDA. DISEÑO, PRESUPUESTO G.J.I.ZH ASOGAPAL REVISIÒN DETALLES CONSTRUCTIVOS 1 1 REGISTRO: 1031-12-1101510

Language	Spanish
Drawing Type	Full Project
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bleachers, closing, construction, court, cover, designs, DWG, full, gazebo, indoor, metal, multipurpose, Project, projet de centre de sports, roof, sport, sports center, sports center project, sportzentrum projekt, stage