Recreation Pool DWG Block for AutoCAD

Recreation Pool DWG Block for AutoCAD

Structural drawings of a pool of recreation on the beach of Arequipa – Peru; with capacity of 400 cubic meters and capacity of 300 people.

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

scale:, promoter carrealdi s.a.c., designed by:, draft:, Location:, flat:, of sheet:, reference:, reviewed by:, review:, date:, urban habilitation, road mollendo mejia km, machine room, clearing house, pool wall, foundation beam, enrrocado solado, its T:, sole, misspelled, double mesh, mesh, w. red, cimetación, bottom sink, sink in c.m., cut, cut, Wall, designed by:, scale:, promoter carrealdi s.a.c., designed by:, draft:, Location:, flat:, of sheet:, reference:, reviewed by:, review:, date:, urban habilitation, road mollendo mejia km, approximate level of water table, rst, of machines, of adhesion, granular, red, longitudinal section, cross section, cut, union, machine room, children’s pool section, Technical specifications, concrete:, soles, solid slab, columns beams, Floor tile, waterproofing, walls, plate of, waterproofing, Walls, waterproofing, steel:, corrugated iron, coatings:, pool walls, floor tile, beams columns, ground:, carrying capacity, shallow depth, type of soil, structure, zone factor, use factor, soil factor, soil period, structural configuration, regular, coefficient of acceleration, strcutural system, concrete walls, setting, bottom sink, designed by:, scale:, promoter carrealdi s.a.c., designed by:, draft:, Location:, flat:, of sheet:, reference:, reviewed by:, review:, date:, urban habilitation, road mollendo mejia km, mesh: inf: sup:, inf sup, mesh: ext: int:, rts, interleave overlaps, red, floor, solid slab, column detail, physical model, plant children’s pool, steel overlap, slab sardinel, designed by:

Raw text data extracted from CAD file:

\A1;3.20 \A1;19.20 \A1;0.85 \A1;4.20 \A1;3.30 \A1;6.50 \A1;6.50 \A1;6.00 \A1;4.80 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.50 \A1;4.60 \A1;4.50 \A1;4.60 \A1;4.00 \A1;4.60 0.50 0.50 0.35 0.10 0.20 0.20 0.20 0.25 0.60 0.10 0.60 0.10 0.20 0.10 0.15 Escala: PROMOTORA CARREALDI S.A.C. Diseñado por: Proyecto: Ubicación: Plano: # de Lamina: Referencia: Revisado por: Revision: Fecha: HABILITACION URBANA "COSTA PALMERAS" CARRETERA MOLLENDO - MEJIA KM 6.5 D G I J K C 4 410 6 410 5 410 1 412 3 5 7 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 410 3 410 C1 C1 C1 C1 C1 SALA DE MAQUINAS CAMARA DE COMPENSACION MURO DE PISCINA MP1 MURO DE PISCINA MP1 2 412 3 412 5 412 3 411 6 411 7 412 VIGA DE CIMENTACION 25X60 VIGA DE CIMENTACION 25X60 5 5 2.10 1.40 5 5 5 5 Enrrocado H=0.50m + Solado H=0.20m ø3/8" @ 0.25 m 5 ø3/8" @ 0.25 m 4ø3/4" Est: ø3/8@.25 SOLADO 0.20m ERROCADO 0.50m 5 5 ø 3/8" 5 5 ø3/8" @ 0.25 m Doble malla 5 5 2.50 2.60 Malla ø3/8" @ 0.25 m \fArial|b0|i1|c0|p34|;Solado H=0.20m\fArial|b0|i0|c0|p34|; \fArial|b0|i1|c0|p34|;Enrrocado H=0.50m 5 5 W. ROJAS 1 : 50 Cimetación 1 1 : 25 Sumidero de fondo 2 1 : 25 Sumidero en C.M. 3 1 : 25 Corte A-A 4 1 : 20 Corte B-B 5 1 : 25 Muro M1 6 Diseñado por: \A1;5.75 \A1;1.30 \A1;4.00 \A1;0.60 \A1;0.60 19.00 \A1;0.70 5.40 0.70 12.80 0.70 5.40 0.35 0.50 0.40 0.70 0.20 0.15 0.20 0.15 0.20 0.20 3.00 0.20 4.00 0.20 0.10 0.15 0.30 0.60 0.15 0.20 \A1;0.30 \A1;0.15 \A1;0.75 Escala: PROMOTORA CARREALDI S.A.C. Diseñado por: Proyecto: Ubicación: Plano: # de Lamina: Referencia: Revisado por: Revision: Fecha: HABILITACION URBANA "COSTA PALMERAS" CARRETERA MOLLENDO - MEJIA KM 6.5 A 2.60 2.50 2.25 2.10 2.60 5 5 5 5 5 5 5 6 412 1 9 5 5 5 5 5 2.60 1.20 2.50 2.60 2.50 1.20 4 412 0.35 2.60 -0.85 5 5 5 5 5 5 1.10 Nivel Aproximado de Nivel Freático ø 1/2" ø 3/8" ø3/8" @ 0.25 m ø 3/8" ø 3/8" ø 3/8" ø 3/8" ø 1/2" ø 3/8" ø 1/4" : 1@0.05, 4@0.10, rst @0.25 5 5 5 ø 3/8" ø 1/2" 5 5 5 5 5 \fArial|b1|i1|c0|p34|;CUARTO DE MAQUINAS \fArial|b1|i1|c0|p34|;CAMARA DE\fArial|b0|i0|c0|p34|; \fArial|b1|i1|c0|p34|;COMPENSACION \fArial|b0|i1|c0|p34|;Junta de dilatacion\fArial|b0|i0|c0|p34|; \fArial|b0|i1|c0|p34|;e = 1.00cm \fArial|b0|i1|c0|p34|;Junta de aderencia \fArial|b0|i1|c0|p34|;Material granular seleccionado\fArial|b0|i0|c0|p34|; \fArial|b0|i1|c0|p34|;(h=0.15m) 5 5 5 5 2.25 2.50 2.50 2.10 2.60 ø3/8" @ 0.25 6 ø1/2" ø1/4 @ 0.25m ø3/8" @ 0.25 5 5 5 1.20 0.75 5 5 ø 3/8" ø 3/8" ø 3/4" ø 3/8" ø 3/4" W ROJAS 1 : 50 SECCION LONGITUDINAL 1 1 : 50 SECCION TRANSVRSAL 2 1 : 20 Corte C-C 3 1 : 10 Union Muro - Losa Masiza 4 1 : 50 CUARTO DE MAQUINAS 5 1 : 25 Seccion Piscina Niños 6 ESPECIFICACIONES TECNICAS CONCRETO: SOLADOS f'c=80kgf/cm2 LOSA MACIZA f'c=210kgf/cm2 COLUMNAS Y VIGAS f'c=210kgf/cm2 LOSA DE PISO (PISCINA) f'c=210kgf/cm2+ IMPERMEABILIZANTE MUROS (PISCINA) f'c=210kgf/cm2 PLATEA (CUARTO DE MAQUINAS) f'c=210kgf/cm2+ IMPERMEABILIZANTE MUROS (CUARTO DE MAQUINAS) f'c=210kgf/cm2+ IMPERMEABILIZANTE ACERO: FIERRO CORRUGADO fy= 4200kgf/cm2 RECUBRIMIENTOS: MUROS DE PISCINA r=3.0 cm LOSA DE PISO Y PLATEA r=7.5 cm VIGAS Y COLUMNAS r=2.5 cm TERRENO: CAPACIDAD PORTANTE qa=0.66 kgf/cm2 PROFUNDIDAD DE DESPLANTE Df= -1.50 m TIPO DE SUELO SP ESTRUCTURA FACTOR DE ZONA Z=0.40 FACTOR DE USO U=1 FACTOR DE SUELO S=1.4 PERIODO DEL SUELO Tp=0.9s CONFIGURACION ESTRUCTURAL Regular COEFICIENTE DE ACELERACION C=2.5 SISTEMA ESTRCUTURAL Muros de Concreto Armando 1 : 10 SUMIDERO FONDO 7 Diseñado por: 8.35 8.00 8.00 7.60 7.75 5.40 4.70 4.81 4.70 5.39 2.00 2.70 2.00 2.00 1.20 1.90 1.90 1.20 2.60 1.30 0.20 4.00 0.20 3.00 0.20 0.20 5.00 0.20 0.30 0.31 0.70 2.00 2.60 3.30 0.50 0.50 0.15 0.10 0.30 0.15 0.10 0.15 Escala: PROMOTORA CARREALDI S.A.C. Diseñado por: Proyecto: Ubicación: Plano: # de Lamina: Referencia: Revisado por: Revision: Fecha: HABILITACION URBANA "COSTA PALMERAS" CARRETERA MOLLENDO - MEJIA KM 6.5 D G I J K K C B E A A 5 5 F 5 H 5 5 1 1 2 5 3 4 5 5 6 5 7 8 9 5 5 2 411 5 411 7 411 5 5 5 5 V1 - 0.20 x 0.25 Malla: Inf: 1/2" @ 0.20 Sup: 3/8 @ 0.20 V1 - 0.20 x 0.25 V1 - 0.20 x 0.25 V1 - 0.20 x 0.25 V1 - 0.20 x 0.25 2 ø5/8 Inf & Sup 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Malla: Ext: ø1/2" @ 0.25m Int: ø3/8" @ 0.25m ø 1/2" ø 1/4" : 1@0.05, 4@0.10 rts @0.25 ø3/8" @ 0.25 m ø 3/8" @ 0.30m 5 5 V1 - 0.20 x 0.25 ø 1/2" 4 5 5 5 5 5 5 Intercalar Traslapes 2.60 5 5 5 5 5 5 W ROJAS 1 : 100 Piso 1 1 : 50 Losa Maciza 2 1 : 25 Detalle Columna C1 3 Modelo Físico 4 1 : 50 Planta Piscina de Niños 5 1 : 20 Traslape de Acero 6 1 : 10 Sardinel de Losa 7 Diseñado por:

Language	Spanish
Drawing Type	Block
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	arequipa, autocad, beach, block, capacity, cubic, drawings, DWG, meters, PERU, piscina, piscine, POOL, recreation, schwimmbad, structural, structures, swimming pool