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 20×15 \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 20×15 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