Roofing Of Tennis DWG Block for AutoCAD

Roofing of court. 20 x 34 mts with columns made of tube 6

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

mt linear, pivot, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing of stands, plane: structural, Location:, owner:, date:, I digitize: edgar rooms cross, no signature of dro:, anchors armed in plant, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, anchors detail stirrups, bb view in plan, bp raised view, letterheads, base, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, metal, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, cross-section, longitudinal cut, main armor, armor, secondary armor, cross-section, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, pzas, secondary armor, cross-section, pzas, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, tensor, tensile anchor, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, side, frontal, metal, mt linear, pivot, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, cross, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing of stands, plane: structural, Location:, owner:, date:, no signature of dro:, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, tensor foundation, license plate, frontal, side, plant, self-drilling pails lam, lamellar lam of self-drilling pails, self-drilling pails lam, self-drilling pails lam, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, no signature of dro:, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, plane: structural, Location:, owner:, date:, I digitize: edgar rooms cross, no signature of dro:, frontal structural cut, structural plant, court, pce, type of work:, owner:, scale:, layout: cms, no signature of dro:, roofing courts, flat: est

Raw text data extracted from CAD file:

3.66 15 20 20 20 80 10 32 100.7 45° 15 10 45° 5 45 5 30 5 40 525 100 200 300 400 500 600 700 800 900 978.5 38 71.5 100.5 125.3 146 162.6 175.3 184 189 190 194.4 2000 2050 2006 118 118 118 118 118 118 118 118 99.3 40.3 50 1 40.3 40.3 59 59 59 59 78.7 57.8 57.8 57.8 57.8 0.5 595.6 49.5 49.5 49.5 49.5 49.5 49.5 49.5 49.5 49.5 50.3 49.5 50.3 53.2 53.2 49.5 50.3 595.6 49.5 49.5 49.5 49.5 49.5 49.5 49.5 49.5 50.3 49.5 50 50 10 12 10 10 10 12.7 15 9 15 8 5 9 10 5 5 10 5 20 10 10 20 15 15 9.8 2.5 14.8 d 9.8 1.9 7 14 15 21 10 4.5 15 15 23 10 10 15 9.8 15 2.5 14.8 d 9.8 1.9 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.168434287409 -1372.16843428741 -1372.168434287409 \W5.30473; \A1;PIVOTE \W6.16069; \A1;(4 PZAS) \W4.38126; \A1;CANALON \W7.38561; \A1;27 MT LINEALES \W7.04912; \A1;(2 PZAS) \W3.61322; \A1;DATALLE-1 \W4.05314; \A1;CANALON & PIVOTE TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W1.05000; TECHADO DE GRADAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 23/JUN/12 DIGITALIZO: EDGAR SALAS CRUZ No Y FIRMA DE DRO: \A1;DET-1 2.5 5 2.5 10 3 0.9 3 17 6.1 5.5 5.5 20 20.5 18.1 50 35 45 45 30 15 85 5 1.5 7 1.5 10 5 5 10 10 15 5 10 15 22.5 0.43 3.91 1.83 2.44 2.44 2.44 2.44 1.83 2.44 2.44 2.44 2.44 1.83 3.66 3.66 0.47 0.15 3.66 0.61 3.66 3.66 3.05 0.64 0.62 0.57 0.38 0.23 0.4 0.41 0.45 0.41 0.4 0.38 0.23 34 3.66 3.66 0.09 0.29 3.66 0.09 3.65 0.1 2.44 0.15 113.5 113.5 120.85 113.5 113.5 120.85 113.5 41 113.5 122.5 113.5 113.5 120.85 120.85 113.5 41 113.5 113.5 113.5 3.66 3.66 3.66 0.15 0.15 3.66 0.15 3.66 0.15 2.44 0.15 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 20.06 0.75 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 34 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 20 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 20.06 0.75 4.25 4.25 0.2 3.96 0.16 0.16 0.2 3.96 4.25 2000 100.5 100.5 100.5 62.3 100.5 100.5 100.5 100.5 100.5 100.5 20.06 0.75 0.2 0.16 4.25 0.2 0.16 4.25 4.25 5.78 2.26 8.04 100.5 100.5 100.5 62.3 100.5 100.5 100.5 100.5 100.5 100.5 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 0.2 0.16 0.2 0.16 20 1.01 1.01 1.01 0.62 1.01 1.01 1.01 1.01 1.01 1.01 0.75 200 600 600 600 600 600 200 3400 0.94 18.1 0.94 19.99 95 1810 95 3.05 0.91 1.52 0.91 \W5.40722; 15x12.7 0.75 610 610 364.5 1 1 161 1.05 1.04 1.03 1.01 1.05 1.04 0.75 104.96 103.66 102.56 101.65 100.91 100.32 99.89 99.61 99.46 65.39 4.25 4.25 3.96 4.25 3.96 19.89 1.13 1.5 0.2 5 \W9.39769; ANCLAS \W8.15161; ARMADO EN PLANTA \A1;RED \S3#4;\H1.4286x; d (12 JUEGOS) TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: 15 20 20 20 80 10 32 100.7 5 \W9.39769; ANCLAS \W8.40333; DETALLE ESTRIBOS 15 10 5 5 45 5 30 5 40 \W6.91193; PB \W5.60460; VISTA EN PLANTA \W6.91193; PB \W7.10396; VISTA ALZADA \W3.87669; CARTABONES \W9.23604; (48 PZAS) \A1;PLACA BASE (12 PZAS) TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: 525 \A1;COLUMNA METALICA (12 PZAS) \W1.10577; \A1;COLUMNA \W9.31091; \A1;Tub6c-40 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: 100 200 300 400 500 600 700 800 900 978.5 38 71.5 100.5 125.3 146 162.6 175.3 184 189 190 194.4 2000 2050 2006 118 118 118 118 118 118 118 118 99.3 40.3 50 5 40.3 40.3 59 59 59 59 78.7 57.8 57.8 57.8 57.8 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: \W5.36806; A-1 \W1.83130; CORTE TRANSVERSAL \W5.28932; A-1 \W1.47154; CORTE LONGITUDINAL \W6.72570; A-1 \W6.11500; ARMADURA PRINCIPAL ARMADURAS A-1 (6 PZAS) 5 595.6 49.5 49.5 49.5 49.5 49.5 49.5 49.5 49.5 49.5 50.3 49.5 50.3 53.2 53.2 \W6.53203; A-2 \W3.49749; ARMADURA SECUNDARIA \W7.60255; A-2 \W9.61330; CORTE TRANSVERSAL TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: \A1;ARMADURA A-2 (10 PZAS 595.6 49.5 49.5 49.5 49.5 49.5 49.5 49.5 49.5 49.5 50.3 49.5 50.3 50 50 \W6.52494; A-3 \W3.49749; ARMADURA SECUNDARIA \W7.59546; A-3 \W9.61330; CORTE TRANSVERSAL \A1;ARMADURA A-3 (5 PZAS TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: \A1;ANCLAJE TENSOR (12 PZAS) 10 12 10 \W9.14560; \A1;TENS-1 \W7.83313; \A1;DETALLE ANCLAJE TENSOR \W6.93083; \A1;PL-1 \W8.20297; \A1;Placa 3/8 \W7.98249; \A1;(24 PZAS) 10 10 \W6.85265; \A1;PL-2 \W8.20297; \A1;Placa 3/8 \W7.98228; \A1;(12 PZAS) 12.7 15 9 15 8 5 9 10 5 5 10 5 20 10 10 20 \W6.48592; \A1;PT-1 \W8.42302; \A1;(12 PZAS) \W7.76146; \A1;PL-3 \W5.39037; \A1;(12 PZAS) \W7.73360; \A1;PL-4 \W5.36306; \A1;(12 PZAS) \W5.92491; \A1;REF-1 \W9.64824; \A1;(12 PZAS) \W4.67749; \A1;CART-1 \W9.64824; \A1;(48 PZAS) TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: \W4.23925; \A1;CORTE LATERAL \W3.27830; \A1;CORTE FRONTAL \W6.95745; \A1;CM-1 \W7.74596; \A1;Columna Metalica 15 9.8 15 2.5 14.8 d 9.8 1.9 \W5.30473; \A1;PIVOTE \W6.16069; \A1;(4 PZAS) \W4.38126; \A1;CANALON \W7.36242; \A1;34 MT LINEALES \W7.04912; \A1;(2 PZAS) \W3.61322; \A1;DATALLE-1 \W4.05314; \A1;CANALON & PIVOTE TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: \A1;DET-1 7 14 15 21 10 4.5 \W6.23592; \A1;CN-1 \W2.60730; \A1;Corte Transversal \W6.23592; \A1;CN-1 \W4.80833; \A1;PL 10x17x3/16 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W1.05000; TECHADO DE GRADAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: \A1;CN-1 P/A-1 (138 PZAS) 2.5 5 2.5 10 3 5 3 17 5 5 5 5 5 5 50 35 45 45 30 15 85 5 1.5 7 1.5 10 5 5 10 10 15 5 10 15 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: \W0.25426; Tensor Cimentacion \W6.48733; (VISTA ALZADA) \W0.25426; Tensor Cimentacion \W6.48733; (VISTA PLANTA) \W1.72978; \A1;DETALLE PLACA \W8.97007; \A1;Solera 4x\A1;\S3#8;\A1; \W9.23578; \A1;(12 PZAS) 22.5 \W6.93103; \A1;V. FRONTAL \W7.13013; \A1;V. LATERAL \W7.59663; \A1;V. PLANTA 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 \A1;288 lam O-100 de 2.44 m 72 lam O-100 de 1.83 m 1679 Pijas autotaladrantes de1x\S1#4;\H1.4286x;d 5 5 5 5 5 5 5 5 5 180 lam O-100 de 3.66 m 36 lam O-100 de 3.05 m 36 lam O-100 de 1.83 m \A1;1679 Pijas autotaladrantes de1x\S1#4;\H1.4286x;d \A1;Lam O-100 5 10 15 20 25 30 35 36 5 5 5 5 5 5 5 5 5 5 5 113.5 113.5 120.85 113.5 113.5 120.85 113.5 41 113.5 122.5 113.5 113.5 120.85 113.5 113.5 120.85 113.5 41 113.5 5 5 5 5 5 5 5 5 5 5 5 180 Lam O-100 de 3.66 m 36 Lam O-100 de 2.44 m \A1;1460 Pijas autotaladrantes de1x\S1#4;\H1.4286x;d 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 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 5 5 5 5 5 5 5 5 \A1;Lam ZO-103 5 10 15 20 25 5 30 33 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 \A1;3x33= 99 lam KO-103 de 4.25 m 2x33= 66 lam KO-103 de 3.96 m 1932 Pijas autotaladrantes de1x\S1#4;\H1.4286x;d 2000 100.5 100.5 100.5 62.3 100.5 100.5 100.5 100.5 100.5 100.5 5 5 5 5 5 5 5 5 5 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 No Y FIRMA DE DRO: 5 5 5 100.5 100.5 100.5 62.3 100.5 100.5 100.5 100.5 100.5 100.5 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 5 200 600 600 600 600 600 200 3400 5 5 5 5 A \W0.74364; B 95 1810 95 1 2 3 4 5 6 B A TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 07-AGOST-12 DIGITALIZO: EDGAR SALAS CRUZ No Y FIRMA DE DRO: CORTE ESTRUCTURAL FRONTAL PLANTA ESTRUCTURAL A-2 A-1 A-2 A-2 A-2 A-2 A-3 A-3 A-3 A-3 A-3 A-2 A-2 A-2 A-2 A-2 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 5 9 10 11 12 \A1;PL \A1;\S1#2;\A1;" 2 4 6 8 \W0.46649; 10 \W0.44845; 12 \W0.46649; 14 \W0.47680; 16 \W0.48196; 18 \W1.03866; 20 \W1.02062; 22 \W1.03866; 24 1 3 5 6 4 2 \W1.04897; 26 \W1.05412; 28 \W0.94588; 30 \W0.92784; 32 \W0.94588; 34 \W0.95619; 36 \W0.96134; 38 \W1.15722; 40 \W1.13918; 42 \W1.15722; 44 \W1.16753; 46 \W1.17268; 48 \A1;PL \A1;\S1#2;\A1;" \A1;Techumbre Cancha 7 8 5 5 5 \A1;12 pzas Placa base 40 Ø \A1;48 pzas Cartabones 15x10 \A1;12 pzas Placa tapa 20x20 1 2 6 5 8 7 \W1.57106; 10 9 3 \W1.08395; 11 \W1.55302; 12 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 09-AGOST-12 No Y FIRMA DE DRO: \W0.26178; 4 \A1;PL 3/8" 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 \W0.29811; 40 42 \W0.29811; 44 \W0.30842; 46 \W0.31357; 48 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 09-AGOST-12 No Y FIRMA DE DRO: \A1;Techumbre Cancha \A1;24 pzas Pl-1 12x10 \A1;12 pzas Pl-2 10x10 \A1;12 pzas Pl-3 15x9 \A1;12 pzas Pl-4 15x12.7 \A1;12 pzas Ref-1 9x8 \A1;48 pzas Cart-1 10x5 1 2 3 4 5 6 7 8 9 \W0.75286; 10 \W0.26575; 11 \W0.73482; 12 \W0.76317; 13 \W0.75286; 14 \W0.78121; 15 \W0.76317; 16 \W0.76060; 17 \W0.76833; 18 \W0.76833; 19 \W1.32503; 20 \W0.83792; 21 \W1.30699; 22 \W1.33534; 23 \W1.32503; 24 1 2 3 4 5 6 7 8 9 10 11 12 2 3 4 5 6 7 8 9 \W0.75286; 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10x10 \W2.39948; 10x10 \W2.39948; 10x10 \W2.39948; 10x10 \W2.39948; 10x10 \W2.39948; 10x10 \W2.39948; 10x10 \W2.39948; 10x10 5 610 610 364.5 5 5 161 5 5 5 5 5 5 5 104.96 103.66 102.56 101.65 100.91 100.32 99.89 99.61 99.46 65.39 TIPO DE OBRA: PROPIETARIO: ESCALA: S/E ACOTACION: CMS No Y FIRMA DE DRO: E-1 \W2.85025; TECHADO CANCHAS PLANO: ESTRUCTURAL UBICACION: PROPIETARIO: FECHA: 31-AGOST-12 No Y FIRMA DE DRO: \A1;1.- 20 PZAS PTR1x1b 64.70 CM \A1;2.- 20 PZAS PTR1x1b 104.3 CM \A1;3.- 20 PZAS PTR1x1b 103.0 CM \A1;4.- 20 PZAS PTR1x1b 101.9 CM \A1;5.- 20 PZAS PTR1x1b 101.0 CM \A1;6.- 20 PZAS PTR1x1b 100.2 CM \A1;7.- 20 PZAS PTR1x1b 99.60 CM \A1;8.- 20 PZAS PTR1x1b 99.20 CM \A1;9.- 20 PZAS PTR1x1b 98.90 CM \A1;10.- 20 PZAS PTR1x1b 98.80 CM 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, block, columns, court, cover, dach, DWG, fields, hangar, lagerschuppen, metal, mts, roof, roofing, shed, structure, tennis, terrasse, toit, tube