V Swimming Pool With Constructive Details DWG Detail for AutoCAD

V Swimming Pool With Constructive Details DWG Detail for AutoCAD

Swimming pool with contructive details – Details bent of irons

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

level, ground unevenness, variable section, armed yarns, variable section, armed yarns, note: all measures will be verified on site, top view pool, armed, threads, I calculate push, note: all measures will be verified on site, details cutting wall thrust., detail cut by wall, detail, note: all measures will be verified on site, plant structures, level, details armor fe, nerve edge detail, longitudinal cut, note: all measures will be verified on site, det:, ground, existing ground level, load, resulting column thrust, resulting thrust inf. column, faith calculation of the thrust, in both directions, estr., stirrups, in both directions, wall section variable armed yarns, variable section, in both directions, in both directions, estr., estr., in both directions, nerve edge, natural terrain line, roofing abutments in columns beams foundation slab, materials: concrete steel dna, note: all measures will be verified on site, do not splice more than the bars in the same section, variable section, roofing abutments in columns beams foundation slab, materials: concrete steel dna, note: all measures will be verified on site, do not splice more than the bars in the same section, permissible, roofing, in both directions, I will compute with both directions, to subtract surface bowl of volume of movement tamped earth computed by William, brick spun, nerve edge, in both directions, nerve edge, column detail, stirrups, variable section, stirrups, stirrups, column detail, stirrups, stirrups, upper section, bottom section, detail of foundation beams, stirrups, stirrups, roofing abutments in columns beams foundation slab, materials: concrete steel dna, note: all measures will be verified on site, do not splice more than the bars in the same section, babe, the earth will be compacted throughout the bearing surface of the foundation beams slab., will be excavated more around the perimeter of the bowl of the pool after it has been built will be filled by compacting in layers of, note: all measures will be verified on site, top view pool

Raw text data extracted from CAD file:

X,Y 0.00,0.00 X0 NIVEL ±0.00 ±0.00 X0 ±0.00 \A1;1.391 \A1;2.5 \A1;1.3 \A1;1.2 \A1;5.36 \A1;3.5 \A1;5 \A1;1.2 \A1;2 \A1;14 \A1;4 \A1;20 \A1;1.6 Desnivel terreno \A1;0.75 \A1;0.3 \A1;0.25 \A1;0.25 \A1;1.16 \A1;1.285 \A1;2.43 \A1;1.83 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;0.5 \A1;1 \A1;0.17 \A1;0.75 \A1;0.25 \A1;0.26 \A1;0.4 \A1;Estribos 1d6 c/10cm \A1;-2.515 a -1.23 \A1;Estribos 1d6 c/15cm \A1;-1.23 a -0.17 \A1;Muro sección variable (e: 40cm) \A1;Ladrillo armado 2d6 c/2 hiladas \A1;Muro sección variable (e: 26cm) \A1;Ladrillo armado 2d6 c/3 hiladas \A1;hil= 7.5cm \A1;hil= 8cm \A1;hil= 7.5cm \A1;hil= 8cm \A1;1.3 \A1;1.03 \A1;0.1 \A1;0.07 \A1;0.14 \A1;0.14 ±0.00 X0 NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA Escala= 1 : 100 VISTA SUPERIOR PILETA 0 1 5mts \A1;0.05 \A1;0.05 \A1;0.05 \A1;1.285 \A1;0.25 \A1;0.3 \A1;0.17 \A1;0.26 \A1;0.65 \A1;hil= 7.5cm \A1;1.045 \A1;0.1 \A1;0.07 \A1;6.72 \A1;14 \A1;1.83 \A1;1.83 \A1;1.83 \A1;1.83 \A1;0.13 \A1;0.13 \A1;7.58 \A1;0.13 \A1;2.307 \A1;2.307 \A1;2.307 \A1;0.13 \A1;7 \A1;1.5 \A1;1.5 \A1;10 \A1;0.14 \A1;0.14 \A1;0.14 \A1;5.36 \A1;3.5 \A1;5 \A1;2 \A1;14 \A1;4 \A1;20 \A1;0.43 \A1;14.58 \A1;0.29 \A1;Ladrillo armado \A1;2d6 c/3 hiladas L# ### Escala= 1 : 50 CALCULO EMPUJE TERRENO/AGUA NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA Detalles Corte Muro h:2.50, Empujes. Escala= 1 : 20 DETALLE A1-a CORTE POR MURO DETALLE A2-a CORTE POR MURO DETALLE A2-b DETALLE A1-b \A1;5.5 X# NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA Escala= 1 : 100 PLANTA ESTRUCTURAS NIVEL CORTE= -0.90mts Escala= 1 : 20 DETALLES ARMADURAS FE H°A° DETALLES ARMADURAS FE H°A° DETALLE NERVIO BORDE \A1;0.1 \A1;0.2 \A1;0.2 \A1;0.05 \A1;0.05 \A1;0.07 \A1;0.1 \A1;0.2 \A1;0.2 \A1;0.26 \A1;0.26 \A1;0.26 \A1;0.2 \A1;0.26 \A1;0.26 \A1;0.4 \A1;0.2 \A1;0.26 \A1;0.2 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.3 Escala= 1 : 20 C000 Z652 \A1;10 \A1;14 \A1;2 \A1;4 \A1;20 \A1;1.5 \A1;1.5 \A1;7 Escala= 1 : 100 CORTE LONGITUDINAL A1 NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA DET: A2-a DET: A1-a 5 5 5 5 5 5 5 5 5 5 5 5 <>\XDesnivel terreno -0.30 Nivel terreno existente 0.1 1 M1 ±0.00 M1 -1.20 M1 -2.50 M1 Carga 1.93t/ml - 257gr/cm2 Carga 0.76t/ml - 250gr/cm2 Resultante empuje (activo) terreno en columna 5.96t 5 5 5 5 5 5 5 Empuje agua, resultante tercio inf. columna Empuje= 5.72t Cálculo fe p/columna 1/2 de el empuje PTE:20.4º-37.1% -1.20 -2.50 5 5 5 5 5 2d10 2d12 1d12 3d12 5 5 5 5 5 5 2d12 2d12 1d6 c/20cm en los dos sentidos 1d8 c/20cm en los dos sentidos 5 VF3 (75x25) estr. 1d6 c/20cm VF3 6d12 C3 (20x40-20x26) L1 (e=17cm) Estribos 1d6 c/10cm\X-2.515 a -1.23 Estribos 1d6 c/15cm\X-1.23 a -0.17 1d4.2 c/20cm en los dos sentidos Muro sección variable (e: 40cm)\XLadrillo armado 2d6 c/2 hiladas Muro sección variable (e: 26cm)\XLadrillo armado 2d6 c/3 hiladas hil= 7.5cm hil= 8cm hil= 7.5cm hil= 8cm 5 5 5 5 5 5 0.02 1 M3 ±0.00 M3 ±0.00 M3 -1.20 M3 -1.20 M3 -2.50 M3 -2.685 M3 -2.765 M3 -2.50 M3 Sección variable L1 (e=17cm) VF3 (75x25) L3 (e: 10cm) L3 (e: 10cm) 2d10 2d10 2d10 L3 (e=10cm) 5 5 5 5 1d4.2 c/20cm en los dos sentidos VF2 (30x25) L1 (e=17cm) C2 (20X26) 1d6 c/20cm en los dos sentidos 1d8 c/20cm en los dos sentidos estr. 1d6 c/20cm VF2 4d10 estr. 1d6 c/20cm 5 5 5 5 5 VF2 (30x25) L1 (e=17cm) L3 (e=10cm) 0.02 1 M4 ±0.00 M4 ±0.00 M4 -1.20 M4 -1.385 M4 -1.465 M4 -1.20 M4 -1.215 M4 hil= 7.5cm 5 5 5 C2 (20X26) C2 (20X26) C1 (26x26) C1 (26x26) C2 (20X26) C3 (20x40-20X26) C4 (26x26) 1d4.2 c/20cm en los dos sentidos Nervio Borde 2d6 5 5 C4 (26x26) C3 (20x40-20X26) C3 (20x40-20X26) 5 5 5 5 5 5 5 C2 (20X26) 5 5 5 5 5 C2 (20X26) C2 (20X26) VF3 (75x25) VF3 (75x25) VF3 (75x25) VF2 (30x25) VF2 (30x25) VF2 (30x25) 5 5 5 5 5 5 5 5 5 5 PTE:20.4º-37.1% 5 5 5 5 ±0.00 -1.20 -2.50 5 5 5 LINEA TERRENO NATURAL Recubrimiento a estribos en columnas vigas de fundación y losa = 3.5cm MATERIALES: HORMIGON H-17, ACERO ADN 420 NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA No empalmar mas del 50% de las barras en la misma sección C3 (20x40-20x26) Sección variable L3 (e=10cm) L3 (e: 10cm) L1 (e=17cm) C2 (20X26) Recubrimiento a estribos en columnas vigas de fundación y losa = 3.5cm MATERIALES: HORMIGON H-17, ACERO ADN 420 NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA No empalmar mas del 50% de las barras en la misma seccion Tensión admisible terreno propuesta ~250gr/cm2 VF3 (75x25) L1 (e: 17cm) C3 (20x40-20X26) C3 (20x40-20X26) C3 (20x40-20X26) C3 (20x40-20X26) C3 (20x40-20X26) C3 (20x40-20X26) C3 (20x40-20X26) C3 (20x40-20X26) VEREDONES, TERMINACION LADRILLONES (25X25cm) A JUNTA ABIERTA (2cm). 1d4.2 c/20cm en los dos sentidos 2d6 GUILLERMO COMPUTO CON 1FEd6C/20CM EN LOS DOS SENTIDOS RESTAR 0.2CM X SUPERFICIE VASO PILETA DEL VOLUMEN DE MOVIMIENTO Y APISONADO DE TIERRA COMPUTADO POR GUILLERMO Ladrillo armado\X2d6 c/3 hiladas 5 A1 A1 L1 17 L1 17 L1 17 L3 10 L3 10 L3 10 L3 10 Nervio Borde Nervio Borde Nervio Borde Nervio Borde 5 5 5 VF2 (30x25) 5 5 5 1d4.2 c/20cm en los dos sentidos Nervio Borde 2d6 5 5 5 L3 (e: 10cm) DETALLE DE COLUMNAS Estribos 1d6 c/20cm C3 (20x40-20X26), Sección Variable C1 (26x26) 5 5 C2 (20X26) 4d10 Estribos 1d6 c/20cm 5 5 4d12 Estribos 1d6 c/20cm 5 5 C4 (26x26) DETALLE DE COLUMNAS 6d12 Estribos 1d6 c/10cm 5 5 4d12 Estribos 1d6 c/15cm 5 5 Sección Superior Sección Inferior 4d10 DETALLE DE VIGAS DE FUNDACIÓN 6d12 Estribos 1d6 c/20cm 5 5 4d10 Estribos 1d6 c/20cm 5 5 VF2 (30x25) Recubrimiento a estribos en columnas vigas de fundación y losa = 3.5cm MATERIALES: HORMIGON H-17, ACERO ADN 420 NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA No empalmar mas del 50% de las barras en la misma seccion VF3 (75x25) Babeta Babeta Babeta 5 5 5 5 5 5 5 5 Se compactará la tierra en toda la superficie de apoyo de la losa 1 y vigas de fundación. Se excavará 50cm más en todo el perímetro del vaso de la pileta y luego de construido el mismo se rellenará compactando en capas de 0.20cm. NOTA: TODAS LAS MEDIDAS SE VERIFICARAN EN OBRA Escala= 1 : 100 VISTA SUPERIOR PILETA 0 1 5mts

Language	Spanish
Drawing Type	Detail
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, constructive, DETAIL, details, DWG, irons, piscina, piscine, POOL, schwimmbad, swimming, swimming pool