Construction Details DWG Section for AutoCAD

Construction Details DWG Section for AutoCAD

Details of securities for playground; details of concrete foundations, slab and steel fencing details. – Plants – sections – details – specifications – desiganciones – dimensions

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

viewnumber, sheetnumber, floor distance of pedestals, distance detail of pedestals, chain, concrete wall, concrete wall of cyclopean, its T. mc every, its T. mc every, end of sidewalk, concrete wall of cyclopean, chain, detail, esc, its T. mc, each, end of sidewalk, chain, esc, detail, end of sidewalk, pedestal detail, end of sidewalk, its T. mc, each, esc, section, its T. mc, chain, plant pedestal, breeding material, chain, end of sidewalk, concrete wall, end of sidewalk, isolated footing, compacted base, cleaning concrete, lower armrest zapata, pillar start, mounting, variable, support blocks, grill, rough finish, clean, to concrete, Concrete joint, before, armed pillar, pillar, on foundation well, concrete cycle, stratum resistant, variable, embedment, in stratum, resistant, lower arm, shoe, before, to concrete, clean, Concrete joint, foundation pit, support blocks, grill, compacted base, recommended in, rough surface, every corner of the well, variable, armed pillar, pillar, shoe in expansion joint, compacted base, lower armrest zapata, variable, support blocks, grill, cleaning concrete, Concrete joint, to concrete, before, clean, middle plate, of polystyrene, armed pillar, pillar, of the shoes, mounting brackets, inside, tying beam, grill, support blocks, clean, Concrete joint, before, to concrete, minimum tie beam, lower armrest zapata, pillar, cleaning concrete, compacted base, armed pillar, every valley, one, the seal, concrete, mesh, concrete compression layer, welded Mesh, lamina losacero section imsa caliber similar, Beach sand, concrete cycle: pg., elevation, concrete cycle: pg., iron, foundation detail, tube f.n., tube, plant, tube f ° black mm., F. black, plain iron shaft, tube f ° black mm., concrete ‘c, Beach sand, elevation, iron f. black, black iron tube mm., iron f. black, tee f. black, cut, black iron tube mm., black iron tube mm., corrugated iron, scale, platen, plant, tube f. black mm., tube f. black mm, angle f. black, platinum f. black, angle f. black, iron f. black, tee f. black, concrete ‘c, lateral elevation, angle f. black, tube f. black, corrugated iron, concrete ‘c, Beach sand, rear elevation, alambrom of, tube f ° black mm., swing, plant, frontal, right side, suspension bridge, multiple games, slide, slide, slide, tunnel, bridge, metal staircase, slide, metal staircase, roof of ss. H H, of multiple games, plain iron, alambrom of, tube f ° black mm., chain of f. g. from, concrete ‘c, f., bolt of, angle of black, wood screw, fº galvanized chain, angle of black, Beach sand, elevation, details of enclosure of the land lot, tie beam between shoes, losacero imsa lime section. with an effective width of a compression layer bead will be to place the supports each, union of the concrete beam beam. constructive detail of the section., termiun the caliber caliber, circular concrete columns r

Raw text data extracted from CAD file:

VIEWNUMBER SHEETNUMBER \A1;3.00 \A1;3.00 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.60 PLANTA DISTANCIA DE PEDESTALES A B C 3.0 2.999999999999688 0.6000000000000075 0.5999999999997869 6.25000000018849 0.24999999999999 0.6000000000000075 0.5999999999998039 0.24999999999999 A B C DETALLE DISTANCIA DE PEDESTALLES 3.000000000000008 2.999999999999666 0.6000000000002089 6.299999999999612 CADENA 0.6000000000002113 MURO DE HORMIGON 210 kg/cm2 MURO DE HORMIGON 210 kg/cm2 MURO DE HORMIGON CICLOPEO DE 180 kg/cm2 EST. Ø8 Mc 104 \W4.00000; CADA 20cm 5 5 EST. Ø8 Mc 104 \W4.00000; CADA 20cm COTA FINAL DE ACERA 0.2500000001884814 0.6000000000002089 0.2499999997799591 0.2499999997797204 0.2000000000000227 1.299999999559911 0.5999999999999829 0.2500000001884814 0.5999999999999829 MURO DE HORMIGON CICLOPEO DE 180 kg/cm2 0.5999999999999829 CADENA \A1;3.00 \A1;3.00 \A1;0.60 \A1;0.60 \A1;6.25 \A1;0.60 \A1;0.60 \A1;0.25 DETALLE 2 ESC : 1:15 0.3333333324640989 0.6000000002793967 0.3333333335816859 0.3333333333372138 EST. \U+22058 Mc 105 CADA 20cm 4 \U+220512 Mc 104 COTA FINAL DE ACERA 0.3999999996274711 0.4000000001862644 0.7999999998137355 0.3333333333372138 N+ 0.60 2.936210475862026 N- 0.65 N+ 0.60 N- 0.50 0.1646590325050056 0.5488634423352777 CADENA CADENA ESC : 1:15 DETALLE 1 COTA FINAL DE ACERA 0.1835502471774816 0.4750858847983183 0.5514463386498392 0.6586361319758 0.8201617961749434 2.931519333925098 0.0469450699165463 0.6191179637331515 0.1433795737742912 1.279812422767282 \A1;0.33 \A1;0.60 \A1;0.33 \A1;0.33 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.33 \A1;2.94 \A1;0.82 \A1;2.93 \A1;0.16 \A1;0.55 \A1;0.18 \A1;0.48 \A1;0.55 \A1;0.66 \A1;0.05 \A1;0.62 \A1;0.14 \A1;1.28 \A1;3.5633 \A1;1.48 \A1;0.48 \A1;0.48 \A1;0.7127 \A1;0.7370 \A1;0.5618 \A1;0.1508 \A1;3.56 \A1;1.20 \A1;6.53 \A1;0.6034 \A1;0.15 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.13 \A1;0.21 \A1;1.15 \A1;0.22 \A1;0.56 \A1;1.10 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 DETALLE PEDESTAL N- 0.65 COTA FINAL DE ACERA N+ 0.60 EST. \U+22058 Mc 101 CADA 15cm N- 0.50 0.1500000005587935 0.4999999992549419 0.6 B B ESC : 1:15 SECCION B-B 0.2499999999941792 0.249999999627471 EST. \U+22058 Mc 101 C/15cm 4 \U+220514 Mc 102 CADENA 0.2499999999068677 PLANTA - PEDESTAL 1 \U+220512 @20cm Mc 100 1 \U+220512 @20cm Mc 100 MATERIAL DE MEJORAMIENTO 0.5999999999825377 0.6 5 CADENA 0.5999999999825377 0.2499999999941792 0.2499999987892806 0.1306149786862079 0.209410064999247 1.150941781327128 0.2151142107672058 0.5639999999664723 1.099999999254942 N+ 0.60 COTA FINAL DE ACERA COTA FINAL DE ACERA MURO DE HORMIGON 210 kg/cm2 MURO DE HORMIGON 210 kg/cm2 COTA FINAL DE ACERA 5 3.563264586825426 1.484693579687701 5 5 1.200523228457314 6.532651739286848 0.7126529172614937 5 0.5618080495137292 0.1508448677477645 0.6033794702993873 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.60 \A1;1.25 \A1;0.60 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.60 \A1;6.30 \A1;L \A1;L \A1;1.30 Zapata Aislada BASE COMPACTADA HORMIGON DE LIMPIEZA 0.10 H ARMADO INFERIOR ZAPATA 0.20 ARRANQUE PILAR MONTAJE 3ed6 VARIABLE Lb CALZOS DE APOYO DE PARRILLA 5cm. ACABADO RUGOSO 0.20 0.20 RUGOSA, LIMPIA Y DE HORMIGONAR JUNTA DE HORMIGONADO HUMEDECIDA, ANTES ARMADO PILAR PILAR Zapata Sobre Pozo de Cimentacion HORMIGON CICLOPEO ESTRATO RESISTENTE 0.30 VARIABLE EMPOTRAMIENTO EN ESTRATO RESISTENTE ARMADO INFERIOR ZAPATA HUMEDECIDA, ANTES DE HORMIGONAR RUGOSA, LIMPIA Y JUNTA DE HORMIGONADO H 0.20 Lb 0.20 POZO DE CIMENTACION CALZOS DE APOYO DE PARRILLA 5cm. BASE COMPACTADA RECOMENDABLE 1d16 EN SUPERFICIE RUGOSA CADA ESQUINA DEL POZO VARIABLE ARMADO PILAR 0.20 PILAR Zapata en Junta de Dilatacion BASE COMPACTADA 0.20 0.10 H ARMADO INFERIOR ZAPATA 0.20 0.50 VARIABLE Lb CALZOS DE APOYO DE PARRILLA 5cm. HORMIGON DE LIMPIEZA 0.20 0.20 0.20 JUNTA DE HORMIGONADO DE HORMIGONAR HUMEDECIDA, ANTES RUGOSA, LIMPIA Y PLACA INTERMEDIA 0.50 DE POLIESTIRENO ARMADO PILAR PILAR #d12A15(Sup.) DE LAS ZAPATAS ESTRIBOS DE MONTAJE EN EL INTERIOR VIGA DE ATADO DE PARRILLA 5cm. CALZOS DE APOYO RUGOSA, LIMPIA Y JUNTA DE HORMIGONADO HUMEDECIDA, ANTES DE HORMIGONAR VIGA DE ATADO MINIMA ARMADO INFERIOR ZAPATA 0.10 ed6A30cm. 2d12 2d12 0.20 0.20 Lb H PILAR 0.20 HORMIGON DE LIMPIEZA BASE COMPACTADA 0.20 0.40 0.40 0.20 Lb ARMADO PILAR \A1;6.5 \A1;5 \A1;.0635 \A1;0.95 5 5 CADA VALLE EN CONECTORES; UNO LOSACERO CONCRETO MALLA 6-6 / 10-10 CAPA DE COMPRESION DE CONCRETO f'c=200 kg/cm2 MALLA ELECTROSOLDADA LAMINA LOSACERO SECCION 4 CALIBRE 22 DE IMSA O SIMILAR 6X6-6/6 5 5 \A1;3.000 \A1;.08 \A1;.005 \A1;.11 \A1;.25 \A1;.70 \A1;.70 \A1;1.650 \A1;.255 \A1;.75 \A1;3.10 \A1;2.00 \A1;.52 \A1;4.70 \A1;2.88 \A1;.56 \A1;.49 \A1;.11 \A1;.06 \A1;.57 \A1;.61 \A1;1.93 \A1;.69 \A1;.40 \A1;.20 \A1;.96 \A1;.69 \A1;.55 \A1;.255 \A1;.85 \A1;3.54 \A1;4.70 \A1;.525 \A1;.225 \A1;.46 \A1;.24 \A1;.69 \A1;.55 \A1;.69 \A1;.51 \A1;.53 \A1;1.16 \A1;.70 \A1;.80 \A1;1.25 \A1;.80 \A1;.15 \A1;.40 \A1;.60 \A1;.30 \A1;.15 \A1;.15 \A1;2.50 \A1;.15 \A1;.40 \A1;.60 \A1;.60 \A1;.40 \A1;.60 \A1;.40 \A1;.60 \A1;.40 \A1;.69 \A1;.40 \A1;.60 1.00 2.50 1.00 1.00 0.50 1.50 1.90 0.50 1.47 1.30 0.95 0.95 0.10 3.80 1.70 1.70 0.80 0.95 0.95 1.00 0.70 1.00 1.00 1.70 1.70 0.80 0.70 1.50 1.00 0.70 0.10 0.70 0.10 0.80 0.10 0.95 0.85 0.95 0.90 1.00 0.10 0.50 1.50 1.50 0.50 0.70 0.7000000000001023 0.3999999999999773 0.3999999999999773 0.3999999999999773 0.3999999999999773 0.6999999999999886 0.5 ARENA DE PLAYA CONCRETO CICLOPEO: C-H: 1:10+30% PG. ELEVACION 0.8000000000000114 0.4999999999999716 CONCRETO CICLOPEO: C-H: 1:10+30% PG. FIERRO 3/8" DETALLE DE CIMENTACION TUBO F.N. O 2" e = 2.5mm. \A1;.50 \A1;.80 \A1;.50 \A1;.70 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.70 2.50 TUBO 1 1/2" TUBO 2" TUBO 1 1/2" TUBO 1 1/2" TUBO 2" TUBO 2" TUBO 1 1/2" PLANTA TUBO Fº NEGRO 3" x 2 mm. 0.0799999999999557 .005 0.1089999999999804 F. NEGRO 1" x 3/16 EJE DE FIERRO LISO DE 3/4" TUBO Fº NEGRO 3" x 2 mm. 1.249999999999972 5 .15 CONCRETO f 'c = 140 Kg/cm2 0.3999999999999773 0.6042146374373374 5 .15 ARENA DE PLAYA 0.6042146374373374 0.3999999999999773 ELEVACION PLANCHA F. NEGRO 1/20" 5 4.700000000000045 5 A A 5 TUBO FIERRO NEGRO 1 1/2" x 2.0 mm. PLANCHA F. NEGRO 1/20" TEE F. NEGRO 1" x 1/8" < 3/4" X 3/32" CORTE A-A 0.6900000000000261 0.5500000000000114 0.6899999999999977 0.5299999999999727 TUBO FIERRO NEGRO 2" x 2.5 mm. 1.160000000000082 TUBO FIERRO NEGRO 1" x 2.0 mm. PLANCHA ESTRIADA DE 1/8" ESCALA 1/10 PLATINA 1" x 1/8" @ .50 PLANTA 3.099999999999966 2.0 5 4.700000000000102 2.882293545065465 TUBO F. NEGRO 2" x 2.5 mm. 0.5600000000000023 0.4899999999999523 5 5 0.5699999999999932 0.6099999999999852 0.3999999999999773 TUBO F. NEGRO 2"x 2.5 mm ANGULO F. NEGRO 1 1/2" x 1/8" 0.2000000000000455 0.9600000000000932 PLATINA F. NEGRO 1" x 1/8" 0.4599999999999511 0.2400000000000375 ANGULO F. NEGRO 1 1/2" x 1/8" PLANCHA F. NEGRO 1/20" PLANCHA F. NEGRO 1" x 2mm. TEE F. NEGRO 1" x 1/8" 5 0.1500000000000057 CONCRETO f 'c = 140 Kg/cm2 ELEVACION LATERAL 0.6000000000000512 0.3999999999999204 0.6000000000000512 0.3999999999999204 0.2550000000000239 0.7495000000000118 1.92999999999995 0.6899999999999409 0.6899999999999409 0.5500000000000682 0.2550000000000239 0.8499999999999375 ANGULO F. NEGRO 1 1/2" x 1/8" TUBO F. NEGRO 2" x 2.5mm. PLANCHA ESTRIADA DE 1/8" 0.6999999999999034 0.800500000000028 0.1499999999999773 CONCRETO f 'c = 140 Kg/cm2 ARENA DE PLAYA ELEVACION POSTERIOR 0.3999999999999204 0.6000000000000512 0.6899999999999409 0.6000000000000512 0.3999999999999204 5 ALAMBROM DE 1/4" TUBO Fº NEGRO 2 1/2" x 2.5 mm. 5 5 5 1.649999999999977 COLUMPIO PLANTA 0.495589141425512 1.504410858574488 1.5 0.4955891414254552 0.7044108585745334 1.0 1.0 \LELEVACION FRONTAL \l 0.4953553390593584 1.504644660940642 1.900000000000034 0.4955891414254552 1.466664855252134 1.300000000000068 0.9499999999999318 0.9500000000000455 \LELEVACION LATERAL DERECHA \l PUENTE COLGANTE 0.1000000000000227 3.799999999999955 1.699999999999989 1.700000000000045 \LPLANTA JUEGOS MULTIPLES \l 0.8000000000000682 RESBALADERO 0.9500000000000455 0.9499999999999886 RESBALADERO 1.0 0.7000000000000455 1.0 1.0 1.700000000000045 1.699999999999989 TOBOGAN 1.0 0.8000000000000114 TUNEL PUENTE ESCALERA METALICA 0.6999999999999886 1.5 RESBALADERO 2.5 1.0 0.6999999999999886 0.0999999999999659 0.6999999999999886 0.1000000000000227 0.7999999999999545 0.1000000000000227 0.9499999999999886 0.8500000000000227 0.9500000000000455 0.9000000000000341 1.0 0.0999999999999659 ESCALERA METALICA ESCALERA METALICA N.P.T.= +1.90 TECHO DE SS. HH N.P.T.= +1.45 N.P.T.= +1.45 N.P.T.= +1.10 N.P.T.= +1.10 N.P.T.= +1.30 N.P.T.= +1.90 \LDETALLE DE JUEGOS MULTIPLES \A1;.361 \A1;.60 \A1;.40 \A1;.40 \A1;.60 \A1;.750 \A1;.495 \A1;.340 \A1;.495 \A1;.340 \A1;.40 \A1;.750 \A1;.495 .18 .34 .25 \A1;.495 \A1;0.005 \A1;.05 \A1;0.005 \A1;2.000 \A1;.150 \A1;.175 \A1;4.500 \A1;.340 5 0.3399999999999181 0.4950000000001182 FIERRO LISO DE 3/8" ALAMBROM DE 1/4" TUBO Fº NEGRO 2 1/2" x 2.5 mm. 0.005 5 0.005 2.0 0.1500000000000909 .175 5 5 0.3399999999999181 0.4949999999998909 5 CADENETA DE F. G. DE 1/4" 0.4000000000000909 CONCRETO f 'c = 140 Kg/cm2 5 0.4949999999998909 Fº LISO DE 3/8" 0.1749999999999545 PERNO DE 5/16"x2" 1" ANGULO DE FºNEGRO 1"x1/8" MADERA TORNILLO DE 1" 0.3399999999999181 5 CADENA Fº GALVANIZADO ANGULO DE FºNEGRO 1"x1/8" ARENA DE PLAYA 0.3607183267886285 ELEVACION 0.599999999999909 0.3999999999998636 0.4000000000000909 0.6000000000001364 \W6.24092; DETALLES DE CERRAMIENTO DEL LOTE DEL TERRENO Viga de Atado Entre Zapatas Losacero IMSA seccion 4 cal. 24 con un ancho efectivo de .95m y un peralte de 2.5pul. la capa de compresión sera de 5cm para colocar los apoyos a cada 2.50m Union de losacero a viga de hormigón. Detalle constructivo de la sección. TERMIUN LOSACERO 25 CALIBRE 20 Columnas Circular de Concreto Reforzado \W9.33294; DETALLES ESTRUCTURALES TOBOGAN - RESBALADERA SUBE Y BAJA ELEVACION \W9.95199; DETALLES CIMENTACION \W7.92818; DETALLES DE JUEGOS INFANTILES

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, concrete, construction, dach, dalle, details, DWG, escadas, escaliers, fencing, foundations, lajes, mezanino, mezzanine, platte, playground, reservoir, roof, section, slab, stair, steel, telhado, toiture, treppe