Intake DWG Block for AutoCAD

Intake DWG Block for AutoCAD

Plant – courts intake

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

Datum elev, Group, Section, Rto, Rto, Rto, Rto, Rto, Rto, Redesigned concrete mix design, description, dosage, in weigh, In volume, cement, sand, stone, Water, Cement content, Rio huillcamayo, Just river, Channeling walls, Capturing grid, Rio huillcamayo, Just river, Km., Km., Scraper channel, Bocatoma shaft, Intake gate, Armor type, model, model, Diaphragm gate, Armor type, Antechanal, Lc m., Tg m., Tg m., Lc m., Msnm., Km. Main of, Km., Km., Lateral dump of excesses, Antechanal, pipeline, Catchment pond, Purge channel, model, Purge gate, Armor type, Shredder, Km., general plant, scale:, Plani altimetrica, Tg m., Lc m., Tg m., Lc m., End channel, Km., section, Rio huillcamayo, Just river, scale:, Protection fencing, Stone, maximum size, Dry set, Anchor bolts, Capturing grid, Concrete cycle, F.c., Slab operating slab, Antechamber shaft, Intake gate, Diaphragm gate, Reinforced concrete f’c, Capturing grid, Fc, Reinforced concrete, N.a. Maximum avenue, section, scale:, section, Reinforced concrete, Fc, Slab operating slab, Diaphragm gate, Scraper channel, Fc, Reinforced concrete, Delivery of water to the huillcamayo river, Protection fencing, Dry stone, minimum size, section, scale:, Antechanal, Lateral dump of excesses, Fc, Simple concrete, Channel of evacuation of excesses, Delivery to, Huillcamayo river, Protection plaster, Dry stone, Minimum size m., Rio huillcamayo, Simple concrete, Fc, section, scale:, Bocatoma, Bocatoma, Rto, Back screen, Rto, Rto, Front display, section, scale:, Fc, Simple concrete, Purge channel, section, scale:, Fc, Reinforced concrete, Catchment pond, section, scale:, Fc, Simple concrete, Antechanal after km., Fc, Reinforced concrete, Antechamber to km., scale:, section, Water stop, Together with, Water stop, Together with, Water stop, Reinforced concrete f’c, scale:, section, section, scale:, Dry stone, minimum size, Protection fencing, Simple concrete, Purge channel, Fc, Purge gate, Reinforced concrete, Fc, Reinforced concrete, Fc, Input transition, Antechanal, Sandblasting well, Purge gate, model, Armor type, Fc, Reinforced concrete, Driving line, Catchment pond, dump, section, scale:, Channeling wall, Protection fencing, Scraper channel, Antechanal, Reinforced concrete, Fc, section, scale:, scale:, Wall type, Rto, Wall type ii, Rto, Back screen, Rto, Front display, A.f.z.j., Construction irrigation canal san jose de sucre, Special project sierra south center, region, I love you, A.f.z.j., topography, province, district, annexed, Sucre, Autocad, Fajardo, San jose de, Colca, draft, Location:, Reinforced concrete structures, review, scale, flat, date, sheet, Inade, Channeling walls, Concrete specifications:, chap, Slump, Max, chap, Slump, chap, Slump, Max, Technical specifications:, Max, Slump, Reinforced concrete:, reinforcing steel:, ground:, Overlaps: of reinforcement, The aggregates for the design of mixtures should be clean free of impurities, overload:, Shoe coverings cm, Coatings in cm, Technical specifications:, Overlaps: of reinforcement, The aggregates for the design of mixtures should be clean free of impurities, reinforcing steel:, Reinforced concrete:, Max, Slump, chap, Slump, chap, Max, chap, Max, Slump, The aggregates for the design of mixtures should be clean free of impurities, Overlaps: of reinforcement, Technical specifications:, Slump, reinforcing steel:, Slump, Max, chap, Max, chap, Slump, Max, chap, Reinforced concrete:, Concrete cycle:, E.g., scale:

Raw text data extracted from CAD file:

2.82 1.00 3.00 5.00 .50 2.50 3.00 .2 1.0 .2 1.50 1.50 35° .20 42° .2 1.5 .2 .5 9.50 2.00 13.90 35° 42° 1.00 .6 .5 .81 .50 .4 .5 1.50 3.05 2.00 1.00 2.83 1.00 3.00 5.00 12.07 1.50 .50 .50 .50 .75 1.85 2.00 1.50 4.40 1.00 1.00 1.00 .30 .50 .40 .35 .20 3.71 .7 .1 .4 .2 4.00 4.01 .75 .50 .50 5.00 15.00 .25 3.35 .50 5.40 5.90 3.90 .50 1.00 .50 2.00 .70 .30 1.25 .20 .30 .20 1.00 .20 .30 .30 .75 .20 .30 .20 .10 .70 .50 .30 55.00 1.50 .20 .60 .65 .20 .40 .20 .80 4.20 1.25 0.20 .25 .50 1.00 1.00 .60 4.00 .60 .20 1.00 a 1.25 (Variable) .20 .20 DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 \A1;Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 \A1;Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 \A1;0.25 \A1;5.40 \A1;0.50 \A1;0.65 \A1;0.45 \A1;2.25 \A1;3.35 \A1;5.90 \A1;2.20 \A1;0.50 \A1;0.20 \A1;Ø5/8"@ 0.20 \A1;2.20 \A1;0.20 \A1;0.30 \A1;Ø 5/8"@0.20 \A1;5.90 \A1;1.70 \A1;Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 \A1;0.10 \A1;0.10 \A1;5.90 \A1;Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 \A1;0.45 \A1;0.50 \A1;Ø 3/8"@ 0.45 \A1;0.45 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 45° 45° 45° 2.93 12.07 5.00 3.00 20.00 .39 .39 3.55 3.55 2.93 2.38 30.38 29.75 4.92 .40 .10 .10 .30 .10 1.00 .20 .20 1.00 .20 .60 .20 .20 .40 .20 .20 .40 .20 .20 1.25 .30 .20 .20 1.50 .20 .50 .10 .30 .10 1.19 a 1.69 (Variable) 1.00 1.00 5.00 .20 .20 1.39 .10 .40 1.25 .20 1.00 .20 .60 9.50 1.25 .35 1.00 .55 .35 .10 .30 .30 .60 .50 .25 .20 .20 1.00 .30 .30 .44 .60 .59 .30 .20 2.00 .44 .2 .40 .2 .1 .1 .30 .1 1.25 .20 1.18 (Valor máximo) 0.50 (Valor mínimo) .70 .10 .20 1.00 .50 4.04 \A1;0.50 \A1;0.45 \A1;4.05 \A1;4.50 \A1;1.65 \A1;0.35 \A1;2.50 \A1;Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 \A1;Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 .15 .20 \A1;4.50 .37 .15 .08 .45 \A1;Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 \A1;0.25 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.45 \A1;Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 \A1;Ø3/8" @0.15 \A1;Ø1/2" @0.15 DISEÑO REAJUSTADO DE LA MEZCLA DE CONCRETO DESCRIPCION DOSIFICACION DOSIFICACION EN PESO EN VOLUMEN (Kg/m3) (m3/m3) Cemento 246.00 1.00 Arena 739.60 3.00 Piedra 1219.60 4.50 Agua ( Lt/m3) 200.20 Contenido de Cemento = 5.80 Bolsas/m3 RIO HUILLCAMAYO So río = 4.5% 5 5 5 5 5 5 5 MUROS DE ENCAUZAMIENTO REJILLA DE CAPTACION RIO HUILLCAMAYO So río = 4.5 % 5 5 5 5 1 1 2 2 KM. 00+000 CR=2838.610 (Antecanal) CR=2838.110 (Canal Desripiador) 5 CR=2837.010 KM. 00+55 5 a1 4 4 7 7 CANAL DESRIPIADOR 5 EJE DE BOCATOMA COMPUERTA DE ADMISION TIPO ARMCO MODELO 10-00 0.40x0.40 MODELO 10-00 COMPUERTA DESRIPIADORA 0.30x0.30 TIPO ARMCO 2839.30 ANTECANAL R = 2.0 m. Lc = 1.222 m. Tg = 0.631 m. a1\H1.333x;= 35° So = 2% So = 0.5% R = 2.0 m. Tg = 0.768 m. Lc = 1.466 m. a2\H1.333x;= 42° a2 5 5 5 5 5 5 5 CR=2837.405 msnm. KM. 00+000 (Conducción Pincipal de Riego) 5 5 6 6 KM. 00+72.80 CR=2838.246 CR=2838.266 KM. 00+68.80 VERTEDERO LATERAL DE DEMASIAS ANTECANAL 8 8 13 12 13 9 9 10 10 11 11 .2 1.0 .2 5.00 1.00 TUBERIA PVC-SAP d = 14" POZA DE CAPTACION CANAL DE PURGA MODELO 10-00 COMPUERTA DE PURGA 0.30x0.30 TIPO ARMCO DESARENADOR 12 CR=2838.145 KM. 00+92.99 PLANTA GENERAL ESCALA: 1/200 DISPOSICION PLANI ALTIMETRICA 5 So = 0.5% R = 2.0 m. Tg = 0.631 m. Lc = 1.222 m. a1\H1.333x;= 35° 13.90 Tg = 0.768 m. Lc = 1.466 m. a2\H1.333x;= 42° R = 2.0 m. 2838.610 46 0 a1 45.369 46.591 a2 88.192 89.658 43 18 5 2838.145 92.99 FIN CANAL 106.89 KM. 0+000 SECCION 1-1 RIO HUILLCAMAYO So río = 4.5% ESCALA: 1/125 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 5 5 5 5 5 5 .29 .15 .21 5 5 5 5 5 5 .35 .15 5 5 5 5 ENROCADO DE PROTECCION Piedra Tamaño mínimo = 0.50m. Tamaño máximo = 0.70m. Asentada en seco 2839.650 2839.80 2839.30 30º PERNOS DE ANCLAJE 1/2" x 0.30 @ 0.50m. REJILLA DE CAPTACION PL 1/2" x 1"; 2@1" 5 CONCRETO CICLOPEO f'c = 140 kg/cm2 + 40% P.G. 5 5 5 5 5 .30 5 5 5 5 5 .1 .3 .1 2838.61 2839.56 2838.11 LOSA DE OPERACION DE COMPUERTAS Eje de Antecanal 5 5 COMPUERTA DE ADMISION COMPUERTA DESRIPIADORA CONCRETO ARMADO f'c = 210 Kg/cm2 5 5 5 .35 .06 .29 .15 .15 2838.61 2839.65 2838.86 2839.36 REJILLA DE CAPTACION 5 5 5 5 5 5 5 2837.80 f'c = 210 kg/cm2 CONCRETO ARMADO 2843.70 5 5 5 5 5 2839.30 2839.80 So=5% 5 N.A. máxima avenida SECCION 2-2 ESCALA: 1/125 ESCALA: 1/50 SECCION 3-3 5 5 5 5 5 5 5 CONCRETO ARMADO f'c = 210 Kg/cm2 Losa de Operación de Compuertas COMPUERTA DESRIPIADORA 5 5 5 5 5 5 2838.110 CANAL DESRIPIADOR 5 5 So = 2% f'c = 175 Kg/cm2 CONCRETO ARMADO 1 1 1 1 5 2837.010 Entrega de agua al Río Huillcamayo 5 55.00 5 ENROCADO DE PROTECCION Piedra asentada en seco Tamaño mínimo = 0.25m. SECCION 5-5 ESCALA: 1/50 2838.256 2838.856 2837.00 1 1 5 5 5 5 5 5 5 5 ANTECANAL VERTEDERO LATERAL DE DEMASIAS 5 0.20 f'c = 175 Kg/cm2 CONCRETO SIMPLE 5 5 5 CANAL DE EVACUACION DE DEMASIAS 5 Entrega al Río Huillcamayo Enrocado de Protección Piedra asentada en seco Tamaño mínimo = 0.25 m. RIO HUILLCAMAYO CONCRETO SIMPLE f'c = 175 Kg/cm2 5 5 5 5 1.00 a 1.25 (Variable) 5 5 C L SECCION 6-6 ESCALA: 1/50 2836.00 1.000000000000 595514.8711767268 8486928.966616080 46.000000000000 1.00 2.00 BOCATOMA 1 2840.695240000000 2837.00 1.000000000000 595514.8711767268 8486903.433952463 35.400000000000 1.00 2.00 BOCATOMA 2 2844.468490000000 2837.00 1.000000000000 595513.5263398286 8486872.525992223 65.900000000000 1.00 2.00 BOCATOMA2 3 2841.652430000000 2837.00 1.000000000000 595513.5263398286 8486845.649502896 12.400000000000 1.00 2.00 BOCATOMA2 4 2843.154230000000 2833.00 1.000000000000 595517.5608505231 8486818.773013565 14.800000000000 1.00 2.00 BOCATOMA2 5 2841.830840000000 2835.00 1.000000000000 595520.2505243193 8486787.865053329 12.400000000000 1.00 2.00 BOCATOMA2 6 2837.490960000000 2836.00 1.000000000000 595518.9056874212 8486759.644741402 8.800000000000 1.00 2.00 BOCATOMA2 7 2841.073240000000 2834.00 1.000000000000 595642.6306611938 8486932.998090102 8.800000000000 1.00 2.00 BOCATOMA2 8 2842.159480000000 2835.00 1.000000000000 595634.5616398049 8486903.433952463 26.846790000000 1.00 2.00 BOCATOMA2 9 2842.429600000000 2831.00 1.000000000000 595639.9409873976 8486869.838343915 14.400000000000 1.00 2.00 BOCATOMA2 10 2840.746890000000 2834.00 1.000000000000 595634.5616398049 8486837.586557966 9.400000000000 1.00 2.00 BOCATOMA2 11 2840.992890000000 2834.00 1.000000000000 595625.1477815179 8486810.710068635 8.500000000000 1.00 2.00 BOCATOMA2 12 2837.391130000000 2833.00 1.000000000000 595621.1132760376 8486779.802105285 9.400000000000 1.00 2.00 BOCATOMA2 13 2840.648790000000 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00 44.00 48.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 2844.00 2845.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 2838.00 2839.00 2840.00 2841.00 2842.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00 44.00 48.00 52.00 56.00 60.00 64.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 2844.00 .00 4.00 8.00 12.00 2834.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 .00 4.00 8.00 12.00 16.00 2836.00 2837.00 2838.00 .00 4.00 8.00 12.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 .00 4.00 8.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 .00 4.00 8.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 2832.00 2833.00 2834.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 12.00 16.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 2835.00 2836.00 2837.00 2838.00 .00 4.00 8.00 2834.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 1 2 3 3 f 5/8" @ 0.20 f 5/8" @ 0.20 f 3/8" @ 0.45 Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 f 1/2" @ 0.125 f 1/2" @ 0.14 f 1/2" @ 0.14 f 1/2" @ 0.15 5 5 5 5 5 5 5 5 5 5 PANTALLA POSTERIOR 5 Ø5/8"@ 0.20 5 5 5 Ø 5/8"@0.20 5 5 Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 5 5 5 Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 PANTALLA FRONTAL 5 5 Ø 3/8"@ 0.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8" @ 0.15 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.15 2837.305 L C SECCION 12-12 ESCALA: 1/25 f'c = 175 Kg/cm2 CONCRETO SIMPLE 5 5 CANAL DE PURGA 5 5 5 SECCION 13-13 ESCALA: 1/25 f'c = 210 Kg/cm2 CONCRETO ARMADO 5 5 POZA DE CAPTACION 5 5 5 SECCION 8-8 ESCALA: 1/25 f'c = 175 Kg/cm2 CONCRETO SIMPLE 5 5 ANTECANAL DESPUES DE KM. 00+72.8 5 5 5 f'c = 175 Kg/cm2 CONCRETO ARMADO ANTECANAL HASTA KM. 00+68.8 5 5 5 5 5 ESCALA: 1/25 SECCION 7-7 WATER STOP e=1" JUNTAS CON WATER STOP e=1" JUNTAS CON JUNTAS CON WATER STOP e=1" d 3/8" @ 0.25 d 3/8" @ 0.20 5 d 3/8" @ 0.20 d 3/8" @ 0.15 d 3/8" @ 0.20 d 3/8" @ 0.15 2837.055 2837.055 2837.055 5 1.19 a 1.69 (Variable) CONCRETO ARMADO f'c = 210 Kg/cm2 5 5 5 5 5 5 5 5 5 ESCALA: 1/50 SECCION 11-11 5 SECCION 10-10 ESCALA: 1/50 1 1 1 1 2836.805 Piedra asentada en seco Tamaño mínimo = 0.25m. ENROCADO DE PROTECCION 5 So = 5% CONCRETO SIMPLE CANAL DE PURGA 5 5 f'c = 175 Kg/cm2 COMPUERTA DE PURGA 5 5 5 5 5 5 CONCRETO ARMADO f'c = 210 Kg/cm2 2837.055 5 CONCRETO ARMADO f'c = 210 Kg/cm2 2838.745 2838.145 2837.555 5 5 5 .20 TRANSICION DE ENTRADA ANTECANAL 5 5 So = 0.5% 5 POZA DESARENADORA 5 COMPUERTA DE PURGA MODELO 10-00 0.30 x 0.30 TIPO ARMCO 5 5 5 5 f'c = 210 Kg/cm2 CONCRETO ARMADO KM 0+000 CR = 2837.405 Línea de Conducción POZA DE CAPTACION VERTEDERO 5 5 5 5 5 5 5 5 5 5 5 5 2838.305 5 2837.055 2837.305 2837.405 SECCION 9-9 ESCALA: 1/50 d 3/8" @ 0.25 d 3/8" @ 0.15 MURO DE ENCAUZAMIENTO ENROCADO DE PROTECCION CANAL DESRIPIADOR ANTECANAL CONCRETO ARMADO f'c = 175 Kg/cm2 5 5 5 5 5 5 5 5 5 1.18 (Valor máximo) 0.50 (Valor mínimo) 5 5 5 5 5 SECCION 4-4 ESCALA: 1/50 5 ESCALA: 1/25 MURO TIPO I 5 5 5 5 5 5 5 d 1/2" @ 0.175 d 1/2" @ 0.175 d 1/2" @ 0.175 d 1/2" @ 0.15 Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 d 1/2" @ 0.175 MURO TIPO II d 3/8" @ 0.15 \A1; d 1/2" @ 0.15 5 5 5 5 d 1/2" @ 0.15 \A1; 5 5 5 Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 PANTALLA POSTERIOR 5 5 5 5 5 Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 Ø3/8" @0.15 PANTALLA FRONTAL Ø1/2" @0.15 A.F.Z.J. CONSTRUCCION CANAL DE IRRIGACION SAN JOSE DE SUCRE PROYECTO ESPECIAL SIERRA CENTRO SUR REGION : AYACUCHO A.F.Z.J. TOPOGRAFIA : PROVINCIA DISTRITO ANEXO SUCRE AUTOCAD : FAJARDO SAN JOSE DE COLCA : : : PROYECTO : UBICACION: 01 ME H:1/50 ESTRUCTURAS DE CONCRETO ARMADO REVISION : ESCALA : PLANO : FECHA : LAMINA : INADE MUROS DE ENCAUZAMIENTO ESPECIFICACIONES DEL CONCRETO: f´c = 140 Kg/cm2 C:A:P = 1 : 3 : 4.5 SLUMP = 3 " - 4 " T Max = 2 " T Max = 1 " f´c = 175 Kg/cm2 C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " f´c = 210 Kg/cm2 C:A:P = 1 : 2 : 3 SLUMP = 3 " - 4 " T Max = 1 " f´c = 210 Kg/cm2 f´c = 210 Kg/cm2 ESPECIFICACIONES TECNICAS: C : A : P = 1 : 2 : 3 f´c = 210 Kg/cm2 T Max = 1 " SLUMP = 3 " - 4 " - CONCRETO ARMADO: - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 - TERRENO: st= 2.50 Kg/cm2 - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - SOBRECARGA: 0.50 Tn/M2 - RECUBRIMIENTOS EN ZAPATA = 7.5 CM - RECUBRIMIENTOS EN PANTALLA= 4.0 CM ESPECIFICACIONES TECNICAS: - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas f´y = 4200 Kg/cm2 - ACERO DE REFUERZO: - CONCRETO ARMADO: T Max = 1 " f´c = 140 Kg/cm2 f´c = 175 Kg/cm2 SLUMP = 3 " - 4 " C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " C:A:P = 1 : 3 : 4.5 T Max = 2 " C:A:P = 1 : 2 : 3 f´c = 210 Kg/cm2 T Max = 1 " SLUMP = 3 " - 4 " ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ESPECIFICACIONES TECNICAS: SLUMP = 3 " - 4 " - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 SLUMP = 3 " - 4 " T Max = 1 " f´c = 210 Kg/cm2 C:A:P = 1 : 2 : 3 T Max = 2 " C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " f´c = 175 Kg/cm2 T Max = 1 " C:A:P = 1 : 3 : 4.5 f´c = 140 Kg/cm2 - CONCRETO ARMADO: - CONCRETO CICLOPEO: f´c = 140 Kg/cm2 + 40% P.G. ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, courts, DWG, einrichtungen, facilities, gas, gesundheit, intake, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plant, provision, wasser bestimmung, water