Kidney Pool – Project DWG Full Project for AutoCAD

Kidney Pool – Project DWG Full Project for AutoCAD

Swimming Pool – Project –

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

type of foundation, depth of foundation, gr., aggressiveness of the ground foundation: insignificant, type factor of soil sec., type of soil according to seismic-resistant norm:, admissible pressure, supporting layer of foundation:, foundation conditions, affirmed, sole, affirmed, section, false floor, flat laja, filling, compacted, metallic, sardinel, affirmed, sole, affirmed, section, affirmed, false floor, flat laja, filling, compacted, metallic, sardinel, affirmed, sole, affirmed, section, affirmed, false floor, flat laja, filling, compacted, metallic, sardinel, affirmed, affirmed, sole, section, affirmed, false floor, flat laja, compacted fill, metallic, sardinel, affirmed, var., sole, section, affirmed, false floor, flat laja, filling, compacted, metallic, sardinel, affirmed, affirmed, section, sole, columns plates, solid beams, cm., side panels of beams, beam background, formwork, false concrete floor, concrete foundation of pg, simple concrete, slab, concrete mix: f’c, reinforced concrete, creep stress steel: fy, coatings, slabs, hrs, you give, days, Specifications, cm., use portland type cement, type of cement, concrete footbed, sardineles veredas concrete, main shafts pool, complementary axles swimming pool, swimming pool shafts, internal perimetral measures, measures outer edge channel, patera, pool, outer axes levels, patera, pool, general axes, pool, social receptions, class of, sports slabs, elevated tank, terrace, future sauna fitness area, sports slabs, dressing rooms, low perimeter fence, av. of July, the nation, Bank of, agency, entry, grill area, future bungalows area, av. of July, independence street, Related searches, paths, patera, pool, pool crown, Exterior, sidewalk with slab veneer, with metal grid, interior wall wreath, with metal grid, channel, sidewalk with slab veneer, Exterior, columns with pvc hole for wooden columns, sardinel interior, floor with slab veneer, perimeter fence, of dilation

Raw text data extracted from CAD file:

1) TIPO DE CIMENTACION : CIMENTACION CORRIDA 6) PROFUNDIDAD DE CIMENTACION : DF= 1.80 SUELO GRAVOSO MEDIANAMENTE GRADUADO (GP-GM) 5) AGRESIVIDAD DEL SUELO A LA CIMENTACION: INSIGNIFICANTE TIPO S2 , FACTOR DE SUELO = 1.4 , Tp= 0.9 seg. 4) TIPO DE SUELO SEGUN NORMA SISMORESISTENTE: 3) PRESION ADMISIBLE = 0.52 Kg/cm2. 2) ESTRATO DE APOYO DE LA CIMENTACION: CONDICIONES DE CIMENTACION \A1;11.47 \A1;10.36 \A1;9.93 \A1;1.98 \A1;.32 \A1;.83 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;3.52 \A1;1.26 \A1;4.49 \A1;9.10 \A1;5.03 \A1;5.25 \A1;9.10 \A1;5.03 \A1;5.25 \A1;5.75 \A1;3.52 \A1;11.41 \A1;11.47 \A1;10.36 \A1;9.93 \A1;3.52 \A1;1.26 \A1;4.49 \A1;9.10 \A1;5.03 \A1;5.25 \A1;9.10 \A1;5.03 \A1;5.25 \A1;5.75 \A1;3.52 \A1;11.41 \A1;3.52 \A1;1.26 \A1;4.49 \A1;9.10 \A1;5.03 \A1;5.25 \A1;9.10 \A1;5.03 \A1;5.25 \A1;5.75 \A1;3.52 \A1;3.52 \A1;1.26 \A1;4.49 \A1;9.10 \A1;5.03 \A1;5.25 \A1;9.10 \A1;5.03 \A1;5.25 \A1;3.25 \A1;.87 \A1;.40 \A1;1.90 \A1;3.85 \A1;2.03 \A1;5.75 \A1;3.52 \A1;5.75 \A1;3.52 \A1;5.25 \A1;2.46 \A1;2.50 \A1;2.33 \A1;3.25 \A1;.55 \A1;1.87 \A1;.43 \A1;4.44 \A1;5.25 \A1;9.45 \A1;18.21 \A1;2.45 \A1;9.48 \A1;10.22 \A1;4.45 \A1;10.73 \A1;19.60 \A1;2.45 \A1;10.08 \A1;11.81 \A1;3.37 \A1;11.41 \A1;11.47 \A1;10.36 \A1;9.93 \A1;18° \A1;18° \A1;18° \A1;18° \A1;.20 \A1;.40 \A1;1.00 \A1;3.00 \A1;.20 \A1;.40 \A1;1.00 \A1;3.00 \A1;2.96 \A1;2.96 \A1;2.96 \A1;2.95 \A1;3.89 \A1;3.89 \A1;3.89 \A1;3.89 \A1;4.34 \A1;1.16 \A1;R7.85 \A1;R7.85 \A1;R9.54 \A1;R9.54 \A1;R4.49 \A1;R3.87 \A1;R2.45 \A1;2.45 \A1;.50 \A1;3.31 \A1;1.17 \A1;2.17 \A1;.34 \A1;1.37 \A1;1.37 \A1;1.69 \A1;4.34 \A1;1.16 \A1;R4.00 \A1;R4.00 \A1;R3.60 \A1;R3.60 \A1; R5.45 \A1;R5.45 \A1;R3.47 \A1;R2.30 \A1;R2.30 \A1;R2.59 \A1;R2.59 \A1;1.34 \A1;.42 \A1;.44 \A1;.85 \A1;2.45 \A1;1.23 \A1;1.23 \A1;.51 \A1;1.12 \A1;1.08 \A1;.23 \A1;46.67 \A1;4.78 \A1;4.49 \A1;15.19 \A1;45.95 \A1;10.97 \A1;5.25 \A1;5.03 \A1;9.10 \A1;4.87 \A1;4.87 \A1;9.10 \A1;5.03 \A1;5.25 \A1;10.97 \A1;.20 \A1;.40 \A1;1.00 \A1;.30 \A1;.70 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;1.15 \A1;.75 \A1;.10 \A1;.45 d1/4"@0.10 5 5 5 d1/4"@0.20 \A1;d3/8"@0.15 d3/8"@0.15 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;d5/8"@0.20 \A1;d5/8"@0.20 5 5 AFIRMADO SOLADO AFIRMADO \A1;d3/8"@0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 \LMuro - Sección M1-M1 \H0.3472x;\lESCALA: 1/25 FALSO PISO PISO LAJA 5 5 5 5 RELLENO COMPACTADO 5 5 \A1;Rejilla Metálica 5 Sardinel 5 AFIRMADO d1/4"@0.10 5 5 5 d1/4"@0.20 \A1;d3/8"@0.15 d3/8"@0.15 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;d3/8"@0.20 d5/8"@0.25 d5/8"@0.25 5 5 SOLADO AFIRMADO \A1;d3/8"@0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 \LMuro - Sección M2-M2 \H0.3472x;\lESCALA: 1/25 AFIRMADO 5 FALSO PISO PISO LAJA 5 5 5 5 RELLENO COMPACTADO 5 5 \A1;Rejilla Metálica 5 Sardinel AFIRMADO d1/4"@0.10 5 5 5 d1/4"@0.20 \A1;d3/8"@0.15 d3/8"@0.15 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;d5/8"@0.20 \A1;d5/8"@0.20 5 5 SOLADO AFIRMADO \A1;d3/8"@0.20 5 5 5 5 5 5 5 5 5 5 5 5 \LMuro - Sección M3-M3 \H0.3472x;\lESCALA: 1/25 AFIRMADO 5 FALSO PISO PISO LAJA 5 5 5 5 RELLENO COMPACTADO 5 5 \A1;Rejilla Metálica 5 Sardinel AFIRMADO \A1;d1/2"@0.20 \A1;d3/8"@0.20 AFIRMADO \A1;d3/8"@0.20 5 5 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;d3/8"@0.20 5 5 5 5 5 5 d1/4"@0.10 d1/4"@0.20 5 5 5 5 \A1;d1/2"@0.20 5 SOLADO 5 \LMuro - Sección M4-M4 \H0.3472x;\lESCALA: 1/25 AFIRMADO FALSO PISO PISO LAJA 5 5 5 5 RELLENO COMPACTADO 5 5 \A1;Rejilla Metálica 5 Sardinel 5 AFIRMADO \A1;d1/2"@0.20 5 5 \A1;d3/8"@0.20 \A1;d3/8"@0.20 Var. 5 5 5 d1/4"@0.10 d1/4"@0.20 5 5 5 \A1;d1/2"@0.20 5 SOLADO 5 \LMuro - Sección M5-M5 \H0.3472x;\lESCALA: 1/25 5 5 5 5 5 5 5 5 AFIRMADO 5 FALSO PISO PISO LAJA 5 5 5 5 RELLENO COMPACTADO 5 5 \A1;Rejilla Metálica 5 Sardinel 5 AFIRMADO -396.2043376597342 -396.2043376597342 -396.2043376597342 -396.2043376597342 -396.2043376597342 -396.2043376597342 AFIRMADO AFIRMADO \A1;d3/8"@0.20 \A1;d3/8"@0.20 -396.2043376597342 -396.2043376597342 -396.2043376597342 -396.2043376597342 -396.2043376597342 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \LMuro - Sección M6-M6 \H0.3472x;\lESCALA: 1/25 SOLADO \A1;3.52 \A1;1.26 \A1;4.49 \A1;9.10 \A1;5.03 \A1;5.25 \A1;9.10 \A1;5.03 \A1;5.25 \A1;5.75 \A1;3.52 \A1;.20 \A1;.40 \A1;3.00 \A1;.20 \A1;.40 \A1;1.00 \A1;3.00 \A1;3.89 \A1;3.89 \A1;3.89 \A1;3.89 \A1;11.41 \A1;11.47 \A1;10.36 \A1;9.93 \A1;1.00 \A1;2.96 \A1;2.96 \A1;2.96 \A1;2.95 \A1;21.86 \A1;45.00 \A1;32.86 \A1;29.69 \A1;11.00 \A1;15.31 \A1;.20 \A1;.40 \A1;1.00 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;1.05 \A1;.60 \A1;.10 \A1;1.50 \A1;1.60 \A1;.40 \A1;.40 \A1;2.05 \A1;.70 \A1;.30 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.30 \A1;.20 \A1;.40 \A1;1.00 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.85 \A1;.60 \A1;.10 \A1;1.30 \A1;1.40 \A1;.40 \A1;.40 \A1;.70 \A1;.30 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.40 \A1;1.00 \A1;.15 \A1;1.25 \A1;.20 \A1;.20 \A1;.75 \A1;.15 \A1;1.00 \A1;.40 \A1;.10 \A1;.30 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.30 \A1;.15 \A1;Var. \A1;.20 \A1;.40 \A1;1.00 \A1;1.25 \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.20 \A1;1.00 \A1;.40 \A1;.30 \A1;.19 \A1;.19 \A1;.19 \A1;.19 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.30 \A1;.15 \A1;1.55 \A1;.60 \A1;.10 \A1;2.25 \A1;.20 \A1;.40 \A1;1.00 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;1.70 \A1;1.80 \A1;.40 \A1;.40 \A1;.70 \A1;.30 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.30 \A1;.15 COLUMNAS Y PLACAS VIGAS CHATAS, LOSAS MACIZAS 3 cm. COLUMNAS, PLACAS Y COSTADO DE VIGAS FONDO DE VIGAS DESENCOFRADOS Falso Piso : Concreto 1:8 Cimentación : Concreto 1:10+30% de PG CONCRETO SIMPLE (Zapatas, Losa Maciza, Muros, Canaleta) Mezcla concreto: f'c = 210 Kg/cm2 CONCRETO ARMADO Esfuerzo de fluencia acero: fy = 4200 Kg/cm2 RECUBRIMIENTOS LOSAS 36 Hrs 7 dás 21 días ESPECIFICACIONES 4 cm. Usar Cemento Portland Tipo I TIPO DE CEMENTO Solado Zapata : Concreto 1:12 Sardineles y Veredas , Concreto f'c=140 kg/cm2 \A1; D A 1 7 D 1 E G F R Q P 5 5 5 5 5 5 D E G F 5 5 5 H I J K L M 1 Q P 5 5 5 5 D 1 E G F R Q P 5 5 5 5 5 5 D E G F 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 H I J K L M 1 Q P 5 5 5 5 \LPLANTA EJES PRINCIPALES PISCINA \H0.375x;\lESCALA: 1/100 \LPLANTA EJES COMPLEMENTARIOS PISCINA \Fromans.shx|c0;\H0.375x;\lESCALA: 1/100\Ftxt.shx|c0;\H0.8889x; N Q P 5 5 5 5 Q <> 5 1 Q P 5 5 \LPLANTA EJES GRADAS DE PISCINA \H0.375x;\lESCALA: 1/100 G F 5 5 5 5 5 5 5 5 5 5 R S T U V W 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G F 5 5 5 5 5 5 5 D 1 E G F R Q P 5 5 5 5 5 5 D E G F 5 5 5 1 Q P 5 5 9.45 18.21 5 9.48 10.22 4.45 10.73 19.60 5 10.08 11.81 3.37 \LPLANTA MEDIDAS INTERNAS PERIMETRALES \H0.375x;\lESCALA: 1/100 \LPLANTA MEDIDAS BORDE EXTERNO CANALETA \H0.375x;\lESCALA: 1/100 H I J K L M H I J K L M H' I' J' K' L' M' 5 5 5 5 5 5 5 5 npt=-.75 PATERA H= .1.16 npt=-1.30 PISCINA npt=-1.700 npt=-1.50 H= .84 D 1 E G F R Q P 5 5 5 5 5 5 D E G F 5 5 5 1 Q P 5 5 \LPLANTA EJES EXTERIORES Y NIVELES \H0.375x;\lESCALA: 1/100 H I J K L M 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 npt=-.75 PATERA H= .1.16 npt=-1.30 PISCINA npt=-1.700 npt=-1.50 H= .84 E G F \LPLANTA EJES GENERALES \H0.375x;\lESCALA: 1/200 PISCINA H Q P 8 D A E G F H RECEPCIONES SOCIALES SALON DE LOSAS DEPORTIVAS TANQUE ELEVADO TERRAZA FUTURA AREA DE GIMNASIO / SAUNA LOSAS DEPORTIVAS VESTIDORES 8 CERCO PERIMETRICO DE BAJA ALTURA AV. 28 DE JULIO LA NACION BANCO DE AGENCIA INGRESO A1-ESC 1/200 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA DE PARRILLAS AREA FUTURA BUNGALOWS AV. 28 DE JULIO CALLE INDEPENDENCIA A1-ESC 1/100 \LPLANTA CIMENTACION PISCINA \H0.375x;\lESCALA: 1/100 A1-ESC 1/50 5 5 5 M1 M1 M1 M1 M1 M1 M2 M2 M2 M2 M3 M3 M3 M3 M3 M3 M4 M4 M4 M4 M5 M5 M6 M6 M6 M6 Veredas Veredas D 1 E G F R Q P 5 5 5 5 5 5 D E G F 5 5 5 1 Q P 5 5 H I J K L M 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 npt=-.75 PATERA H= .1.16 npt=-1.30 PISCINA npt=-1.700 npt=-1.50 H= .84 \LPLANTA CORONA PISCINA \H0.375x;\lESCALA: 1/100 A1-ESC 1/50 \A1;SARDINEL EXTERIOR VEREDA CON ENCHAPADO DE LAJA \A1;CANALETA CON REJILLA METALICA \A1;SARDINEL INTERIOR CORONA DE MURO \A1;SARNILE INTERIOR CORONA DE MURO \A1;CANALETA CON REJILLA METALICA \A1;SARDINEL CANALETA VEREDA CON ENCHAPADO DE LAJA \A1;SARDINEL EXTERIOR \A1;SARDINEL EXTERIOR \A1;SARDINEL EXTERIOR COLUMNETAS CON ORIFICIO PVC PARA COLUMNAS DE MADERA COLUMNETAS CON ORIFICIO PVC PARA COLUMNAS DE MADERA SARDINEL INTERIOR SARDINEL INTERIOR PISO CON ENCHAPADO DE LAJA PISO CON ENCHAPADO DE LAJA PISO CON ENCHAPADO DE LAJA \A1;PROYECCION CERCO PERIMETRICO \A1;PROYECCION CERCO PERIMETRICO \A1;PROYECCION CERCO PERIMETRICO 5 5 5 5 5 5 \A1;JUNTA DE DILATACION \A1;JUNTA DE DILATACION \A1;JUNTA DE DILATACION \A1;JUNTA DE DILATACION \A1;JUNTA DE DILATACION

Language	Spanish
Drawing Type	Full Project
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, DWG, full, kidney, piscina, piscine, POOL, Project, schwimmbad, swimming, swimming pool