Park DWG Block for AutoCAD

Park DWG Block for AutoCAD

Design a courtroom and park in the field

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

girder foundation, rajon accommodated, joist, border, variable, municipal mayor :, revised :, owner :, municipality :, department :, contains :, plane :, scale :, architectural, designed :, type of project :, location: , calculated :, path :, winery, wc, cafeteria, playground, cyclopeda base, deposit of materials, chain faith, isometrica swing, seat detail, isometrica roulette, isometrica tobogan, excente of the lot, isometrica argollas, isometrica handrails, facade arc and court, profile arc and court, office, lintel, specifications, alfajia, detail beam edge, structural, court, plant, atrium, secc. columnetas, secc. crown beam, secc. mezzanine beam, in the structural nodes

Raw text data extracted from CAD file:

Viga Cimiento Rajon Acomodado \A1;1.20 \A1;1.20 \A1;0.75 \A1;18.50 \A1;1.75 \A1;0.68 \A1;3.48 \A1;1.80 \A1;2.99 \A1;1.00 \A1;1.70 \A1;0.90 \A1;0.80 \A1;1.79 \A1;0.39 \A1;3.49 \A1;1.50 \A1;1.00 \A1;1.34 \A1;10.85 \A1;3.40 \A1;1.50 \A1;1.65 \A1;1.50 \A1;1.65 \A1;1.50 \A1;1.80 \A1;20.00 \A1;0.89 \A1;1.50 \A1;2.40 \A1;1.50 \A1;0.93 \A1;1.95 \A1;0.88 \A1;1.50 \A1;2.35 \A1;1.50 \A1;4.59 \A1;6.00 \A1;5.65 \A1;6.00 \A1;0.97 \A1;0.97 \A1;0.70 \A1;6.66 \A1;1.80 \A1;1.20 \A1;0.70 \A1;2.10 \A1;1.15 \A1;3.50 \A1;0.50 \A1;2.50 \A1;2.84 \A1;66° \A1;0.78 \A1;2.16 \A1;127° \A1;Min 0.50 \A1;0.50 \A1;0.25 \A1;2.30 \A1;1.30 \A1;1.20 \A1;0.70 \A1;2.05 \A1;2.60 \A1;3.30 \A1;0.50 \A1;1.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;1.70 \A1;3.50 \A1;2.75 \A1;0.40 \A1;0.60 \A1;2.50 \A1;1.20 \A1;0.80 \A1;2.20 \A1;3.36 \A1;0.45 \A1;0.81 \A1;0.68 \A1;0.55 \A1;1.25 \A1;0.95 \A1;0.45 \A1;1.20 \A1;3.14 \A1;2.20 \A1;1.50 \A1;20.00 \A1;6.00 \A1;4.80 \A1;6.00 \A1;Excente del Lote \A1;0.94 \A1;0.74 \A1;2.41 \A1;0.91 \A1;5.41 \A1;0.86 \A1;2.35 \A1;5.35 \A1;4.44 \A1;0.65 \A1;1.50 \A1;2.82 \A1;1.50 \A1;4.14 \A1;1.50 \A1;0.89 \A1;13.00 \A1;1.05 \A1;0.95 \A1;15° \A1;5.67 M C D D C L L \A1;.10 \A1;.30 0.0999999999999659 0.2999999999999829 1 d = 3/8" C/0.08 m VIGUETA DE BORDE 4 d = 1/2" 1 d = 3/8" C/0.15 m \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 Variable \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.04 \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.07 \fRomantic|b0|i0|c2|p2;RAJON ACOMODADO DIAM. 0.20 \fRomantic|b0|i0|c2|p2;VIGA CIMIENTO \A1;0.40 \A1;0.20 \A1;3.45 \A1;3.22 \A1;1.95 \A1;3.55 \A1;3.32 \A1;3.21 \A1;0.15 \A1;3.00 \A1;2.95 \A1;2.95 \A1;3.10 \A1;20.00 \A1;13.00 \A1;0.60 \A1;0.60 \W5.41888; SALON COMUNAL ALCALDE MUNICIPAL: \W4.83134; ING. ANDERSON MANCILLA V. M.P 68202150101 STD REVISÓ: PROPIETARIO: \W6.13713; CURITI MUNICIPIO: \W5.50704; SANTANDER DEPARTAMENTO: CONTIENE: \W5.99427; 1 / 3 PLANO: \W5.75618; 1 / 75 ESCALA: ARQUITECTONICO DISEÑÓ: TIPO DE PROYECTO: UBICACION: CALCULÓ: \W9.34569; CORPORACION \W5.61332; ACAZAMO \W4.01292; ING. DIDIAM A. RAMIREZ VEREDA: \W9.22680; ZAMORANO \W5.75592; DR. ALEXANDER CASTAÑEDA \W6.99901; DUARTE BODEGA W.C W.C CAFETERIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JUEGOS INFANTILES 1.50 1.00 5 5 5 5 5 5 5 5 5 5 5 1.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W2.08965; CUBIERTAS SALON COMUNAL \W1.73251; PLANTA - SALON COMUNAL \W1.16108; FACHADA - SALON COMUNAL \W5.41888; SALON COMUNAL ALCALDE MUNICIPAL: \W4.83134; ING. ANDERSON MANCILLA V. M.P 68202150101 STD REVISÓ: PROPIETARIO: \W6.13713; CURITI MUNICIPIO: \W5.50704; SANTANDER DEPARTAMENTO: CONTIENE: \W6.02999; 2 / 3 PLANO: \W5.75618; 1 / 75 ESCALA: ARQUITECTONICO DISEÑÓ: TIPO DE PROYECTO: UBICACION: CALCULÓ: \W9.34569; CORPORACION \W5.61332; ACAZAMO \W4.01292; ING. DIDIAM A. RAMIREZ VEREDA: \W9.22680; ZAMORANO \W5.75592; DR. ALEXANDER CASTAÑEDA \W6.99901; DUARTE Reflector Halogeno 500 W Tubo Fe d 6" Base Ciclopeda 5 5 JUEGOS INFANTILES Deposito de Materiales Fe d 2" Galvanizado Fe d 3" Galvanizado Tubo Fe d 3" Galvanizado Red alquitranada Nylon N72 5 5 5 5 5 5 5 5 Tubo Fe d 2" Tubo Fe d 2" Tubo Fe d 3" Tubo Fe d 2" Ganchos de anclaje para malla de alambre galvanizado Nº 8 c/0,20 5 5 5 5 5 Min 0.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.80 5 5 5 5 Cadena Fe Tubo Fe d 2" 5 5 \A1;Fe d \S1#2;\H1.4286x;" Cadena Fe \A1;Madera 5 ISOMETRICA COLUMPIO DETALLE ASIENTO \A1;Silla Fe d \S3#8;\H1.4286x;" \A1;Fe d \S1#2;\H1.4286x;" \A1;Tubo Fe d 2" ISOMETRICA RULETA 5 5 5 \A1;Silla Madera 5 \A1;Tubo Fe d 2" ISOMETRICA SUBE & BAJA \A1;Tubo Fe d 2" ISOMETRICA TOBOGAN \W0.36984; \A1;Plancha Galvanizada \W8.44843; \A1;Ø\A1; \A1;\S1#16;\A1;" \W2.75541; \A1;Tubo Fe \A1;Ø\A1; 1" \W2.75541; \A1;Tubo Fe \A1;Ø\A1; 2" \W2.75541; \A1;Tubo Fe \A1;Ø\A1; 1" \W2.75541; \A1;Tubo Fe \A1;Ø\A1; 2" \W2.75541; \A1;Tubo Fe \A1;Ø\A1; 2" 2.20 5 5 6.00 5 5 Excente del Lote 5 ISOMETRICA ARGOLLAS \W3.46255; \A1;Fe Liso \A1;Ø\A1; \A1;\S1#2;\A1;" \W5.96508; \A1;Cadena \W2.75541; \A1;Tubo Fe \A1;Ø\A1; 2" ISOMETRICA PASAMANOS FACHADA ARCO Y CANCHA PERFIL ARCO Y CANCHA 5 5 5 5 5 5 5 5 \W2.27207; \A1;Tubo Fe \A1;Ø\A1; 1 \A1;\S1#2;\A1;" \W2.27207; \A1;Tubo Fe \A1;Ø\A1; 1 \A1;\S1#2;\A1;" \W3.25541; \A1;Tubo Fe \A1;Ø\A1; 2" \W3.25541; \A1;Tubo Fe \A1;Ø\A1; 1" \W1.37137; DETALLES JUEGOS DE NIÑOS OFICINA 5 5 5 5 5 5 5 5 5 5 5 5 Variable \W3.36805; DETALLE \W3.36805; ZAPATA 0.60 0.20 2 d = 1/2" DINTEL 2 d 7.5 mm Flejes d 5 mm C/0.20 DINTEL \A1;FLEJE 1 d \S3/8;\H1.4286x;" C/0.15 M \A1;VIGA RIOSTRA \W1.61472; \A1;3 Fe c/0,20 \W1.61472; \A1;4 Fe c/0,15 \W1.61472; \A1;4 Fe c/0,15 \W1.61472; \A1;3 Fe c/0,20 0.20 0.15 NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCIÓN SISMO RESISTENTE NSR-98 LEY 400 DE 1997. CONCRETO: f 'c = 3000 p.s.i. HIERRO = Ø \U+2265 3/8" fy = 60.000 p.s.i. ESTRIBOS Ø = 3/8" CORRUGADOS CIMENTACIÓN SOBRE PILAS DE CONCRETO A PROFUNDIDAD DE SUELO COMPETENTE. ANTES DE FUNDIR VERIFICAR COTAS Y NIVELES Y CONSULTAR PLANOS HIDRAULICOS Y SANITARIOS ESPECIFICACIONES ALFAJIA 2 d 5 mm Parrilla d 5 mm C/0.20 ALFAJIA 0.04 0.25 0.10 0.15 0.07 NOTA: VIGUETA DE BORDE 1 d 3/8" CADA 0.12 ms EN TODA LA LONGITUD DETALLE VIGA BORDE 0.20 0.30 0.10 0.20 0.15 0.30 0.60 \W6.13853; \A1;A 0.60 \W6.13853; \A1;A 0.60 0.60 \W6.13853; \A1;A \W6.13853; \A1;A 0.40 GANCHO 90º \W1.55732; BARRA \W3.12784; Nº GANCHO 180º \W3.50338; DIMENSIONES LOS GANCHOS \W3.50338; STANDARD \W2.24148; A.C.L 318 - 77 (Sec - 7,1) \W3.48589; 4 \W3.50970; L \W3.48589; C \W3.48589; C \W3.41446; M \W3.50970; L \W3.50970; 5 \W3.48589; 6 \W3.50970; 7 \W3.50970; 8 \W2.48589; 172 \W2.55732; 215 \W2.55732; 258 \W2.55732; 300 \W2.55732; 343 \W3.03351; 76 \W3.03351; 95 \W2.48589; 115 \W2.48589; 133 \W2.48589; 152 \W2.55732; 203 \W2.53351; 254 \W2.55732; 306 \W2.55732; 355 \W2.55732; 406 \W2.48589; 152 \W2.48589; 175 \W2.55732; 210 \W2.53351; 244 \W2.58113; 279 \W2.46208; 114 \W2.48589; 127 \W2.48589; 153 \W2.48589; 178 \W2.55732; 203 \W2.48589; 102 \W2.48589; 127 \W2.48589; 153 \W2.48589; 178 \W2.55732; 203 \W5.34865; A \W5.30103; B \W5.31294; C \W5.30103; D \W5.31294; E \W5.31294; F \W5.31294; G \W5.34865; A \W5.30103; B \W5.31294; C \W5.30103; D \W5.31294; E \W5.31294; F \W5.31294; F \W5.32484; 5 \W5.31294; 4 \W5.32484; 3 \W5.32484; 2 \W5.36055; 1 \W5.32484; 5 \W5.31294; 4 \W5.32484; 3 \W5.32484; 2 \W5.36055; 1 \W5.41888; SALON COMUNAL ALCALDE MUNICIPAL: \W4.83134; ING. ANDERSON MANCILLA V. M.P 68202150101 STD REVISÓ: PROPIETARIO: \W6.13713; CURITI MUNICIPIO: \W5.50704; SANTANDER DEPARTAMENTO: CONTIENE: \W6.02999; 3 / 3 PLANO: \W5.75618; 1 / 75 ESCALA: ESTRUCTURAL DISEÑÓ: TIPO DE PROYECTO: UBICACION: CALCULÓ: \W9.34569; CORPORACION \W5.61332; ACAZAMO \W4.01292; ING. DIDIAM A. RAMIREZ VEREDA: \W9.22680; ZAMORANO \W5.75592; DR. ALEXANDER CASTAÑEDA \W6.99901; DUARTE \W2.21732; EJES Y CIMIENTOS 4 Fe c/0,15 CORTE PLANTA 4 Fe c/0,15 PLANTA CORTE 4 Fe c/0,15 4 Fe c/0,15 \W5.89876; DETALLE \W5.89876; ESTRUCTURAL ATRIO \W0.38398; VIGA 1 - CIMENTACION \W5.34865; A \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \W5.30103; B \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;11 Fe \S3#8;\H1.4286x;" \W5.31294; C \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;11 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;6 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;6 Fe \S3#8;\H1.4286x;" \W5.30103; D \W5.31294; E \W5.31294; F \W5.31294; G \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;12 Fe \S3#8;\H1.4286x;" \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,80 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,60 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,60 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,80 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,60 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x;" 3,60 m 5 \W5.36055; 1 \W5.32484; 2 \W5.32484; 3 \W5.31294; 4 \W0.38398; VIGA 2 - CIMENTACION \W5.32484; 5 \A1;2 Fe \S1#2;\H1.4286x;" \H1x; 3,80 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,60 m \A1;2 Fe \S1#2;\H1.4286x;" 3,60 m \A1;2 Fe \S1#2;\H1.4286x;" \H1x;3,80 m \A1;2 Fe \S1#2;\H1.4286x;" \H1x; 3,60 m \A1;2 Fe \S1#2;\H1.4286x;" \H1x; 3,60 m \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;11 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;10 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;10 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;11 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;10 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;10 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;10 Fe \S3#8;\H1.4286x;" \A1;1 Fe \S3#8;\H1.4286x;" c/0,125 m \A1;10 Fe \S3#8;\H1.4286x;" \A1;2 Fe \S1#2;\H1.4286x;" 3,80 m \A1;2 Fe \S1#2;\H1.4286x;" 3,80 m \A1;2 Fe \S1#2;\H1.4286x;" 3,60 m \A1;2 Fe \S1#2;\H1.4286x;" 3,60 m \A1;2 Fe \S1#2;\H1.4286x;" 3,80 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,80 m \A1;2 Fe \S1#2;\H1.4286x;" 3,60 m \A1;2 Fe \S1#2;\H1.4286x;"\H1x; 3,60 m SECC. COLUMNETAS SECC. VIGA CORONA SECC. VIGA ENTREPISO 6 Fe Nº 4 Fe Nº 3 c/0,15 y c/0,075 en los nodos estructurales Fe Nº 2 c/0,15 y c/0,075 en los nodos estructurales 4 Fe Nº 3 6 Fe Nº 4 Fe Nº 3 c/0,15 y c/0,075 en los nodos estructurales 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.60 0.60

Language	Spanish
Drawing Type	Block
Category	Parks & Landscaping
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	amphitheater, autocad, block, Design, DWG, field, park, parque, recreation center