Structure Plant And Pool DWG Section for AutoCAD

Structure Plant And Pool DWG Section for AutoCAD

Plant, sections and structural details for building a pool. Foundation through piles and structural wall.

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

a.c., a.c., a.c., a.c., a.c., a.c., a.c., a.c., a.c., according to a soil study, battery, work, draft, file name, drawing, revised, calculation, modifications, date, scale, review, date, contains, plan on, a.c., a.c., a.c., a.c., a.c., a.c., a.c., a.c., according to a soil study, high bay, file name, drawing, work, draft, calculation, revised, pool sections reinforcement, date, scale, contains, date, modifications, plan on, Wall, var., var., a.c., a.c., a.c., variable, a.c., variable, a.c., a.c., var., a.c., a.c., var., a.c., var., variable, length according to soil study, floors, typical, scale:, stack elevation, foundation level fastened, approval of the engineer, variable, natural soil, tank bottom slab, specifically indicated, connectors, connectors, scale:, section, scale section, note: continuous rods with overlapping, spacing within the cyclopean mass of, stone not with, to concrete in the stack can be added to a, bar steel will be used only, for larger bars., between stones as maximum size, mesh steel will be used, notes specifications, concrete will be used, structural design according to the norm, earthquake, electrosaldated millimeter reinforcement., continuous, plant scale pool, mura in block of, each cell filled with mortar, each, girdle section, each, beam section s, girdle section, each, girdle section, each, battery, mura in block of, each cell filled with mortar, note: no landfill is allowed behind the wall, beam, scissor beam section, joist, beam, beam, outdoor wall add, plant scale pool, a.c., a.c., a.c., continuous, a.c., scale section, a.c., a.c., scale section, a.c., continuous, a.c., note: continuous rods with overlapping, connectors, variable, connectors, length according to soil study, typical, section, scale:, approval of the engineer, foundation level fastened, stack elevation, floors, specifically indicated, tank bottom slab, natural soil, concrete will be used, mesh steel will be used, between stones as maximum size, for larger bars., bar steel will be used only, to concrete in the stack can be added to a, stone not with, spacing within the cyclopean mass of, notes specifications, earthquake, electrosaldated millimeter reinforcement., structural design according to the norm, reinforcement sections

Raw text data extracted from CAD file:

\A1;5.54 \A1;d1.00 \A1;d1.00 \A1;N°3 a0.30 a.c. \A1;N°3 a0.30 a.c. \A1;2N°3 \A1;N°3 a0.30 a.c. \A1;N°4 a0.30 \A1;0.15 \A1;0.85 \A1;0.15 \A1;0.85 \A1;N°3 a0.30 a.c. \A1;N°3 a0.30 a.c. \A1;0.18 \A1;1.24 \A1;1.24 \A1;0.60 \A1;0.60 \A1;0.18 \A1;1.00 \A1;0.18 \A1;0.24 \A1;Variable \A1;Variable \A1;Variable \A1;d1.00 \A1;d1.00 \A1;1.00 \A1;N°3 a0.30 a.c. \A1;0.18 \A1;0.15 \A1;0.85 \A1;0.60 \A1;Variable \A1;N°3 a0.30 a.c. \A1;0.24 \A1;0.18 \A1;N°3 a0.30 a.c. \A1;2N°3 \A1;N°4 a0.15 \A1;2N°3 \A1;N°3 a0.30 a.c. \A1;0.18 \A1;0.24 \A1;N°3 a0.30 a.c. \A1;1.28 \A1;0.85 \A1;0.15 \A1;N°3 a0.30 a.c. \A1;1.00 \A1;Longitud segun estudio de suelos \A1;Variable \A1;0.18 \A1;d 1.00 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.40 \A1;0.05 \A1;0.25 \A1;0.05 \A1;11.00 \A1;4.70 \A1;0.88 \A1;10.60 \A1;0.60 \A1;0.60 \A1;N°3 a0.30 \A1;N°3 a0.30 \A1;0.35 \A1;5.77 \A1;103°29'59" \A1;1.22 \A1;4.66 \A1;5.00 \A1;102°27'39" \A1;80°0'2" \A1;5.33 \A1;12.40 \A1;0.70 \A1;0.35 \A1;0.35 \A1;1.18 \A1;0.18 \A1;\U+22051.00 \A1;5.33 \A1;\U+22051.00 \A1;\U+22051.00 \A1;5.23 \A1;75°38'35" \A1;7°3'20" \A1;10.60 \A1;4.83 \A1;11.00 \A1;14.14 \A1;12.69 \A1;97°16'59" \A1;5.70 \A1;0.35 \A1;0.18 \A1;0.18 \A1;\U+22051.00 \A1;0.70 \A1;5.83 \A1;\U+22051.00 \A1;0.18 \A1;\U+22051.00 \A1;0.70 \A1;93°45'53" \A1;0.45 \A1;0.12 \A1;6.50 \A1;6.50 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.20 \A1;0.80 \A1;2N°5 \A1;3N°6 \A1;0.25 \A1;0.40 \A1;0.80 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;1.50 \A1;1.58 \A1;0.70 \A1;\U+22051.00 Pila \A1;1.45 \A1;1.14 \A1;8.03 \A1;7.71 \A1;8.03 \A1;7.71 \A1;N°2 a0.20 \A1;0.50 \A1;6.50 \A1;6.50 \A1;N°3 a0.20 L=2.00 \A1;N°3 a0.20 L=2.00 \A1;0.70 OBRA PROYECTO NOMBRE DEL ARCHIVO DIBUJO REVISO CALCULO MODIFICACIONES FECHA ESCALA REVISION N° FECHA CONTIENE PLANO No \A1;15.00 \A1;9.00 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;\U+22051.00 \A1;\U+22051.00 \A1;\U+22051.00 \A1;\U+22051.00 \A1;\U+22051.00 \A1;\U+22051.00 \A1;7.50 \A1;7.50 \A1;7.50 \A1;7.50 \A1;0.50 \A1;d1.00 \A1;1.40 \A1;0.85 \A1;N°4 a0.15 \A1;N°3 a0.30 a.c. \A1;0.15 \A1;1.00 \A1;0.18 \A1;N°3 a0.30 a.c. \A1;0.18 \A1;1.00 \A1;0.18 \A1;0.60 \A1;N°3 a0.30 a.c. \A1;1.40 \A1;0.68 \A1;0.32 \A1;N°3 a0.30 a.c. \A1;15.00 \A1;0.60 \A1;0.60 \A1;N°3 a0.30 \A1;d1.00 \A1;0.82 \A1;0.82 \A1;0.82 \A1;0.82 \A1;15.00 \A1;0.68 \A1;N°3 a0.30 \A1;9.00 \A1;N°4 a0.15 \A1;N°3 a0.30 a.c. \A1;1.40 \A1;N°3 a0.30 a.c. \A1;0.18 \A1;1.00 \A1;1.40 \A1;N°3 a0.30 a.c. \A1;0.18 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.32 \A1;0.68 \A1;1.00 \A1;0.18 \A1;N°3 a0.30 a.c. \A1;d1.00 \A1;d1.00 \A1;9.00 \A1;0.32 \A1;0.10 \A1;Longitud segun estudio de suelos \A1;0.15 \A1;0.10 \A1;d 1.00 \A1;0.05 \A1;0.25 \A1;0.05 \A1;0.40 \A1;0.25 \A1;0.18 \A1;Variable \A1;d1.00 \A1;2.89 N 1.552,80 1651 -247.542685504145 BAHIA ALTA NOMBRE DEL ARCHIVO DIBUJO OBRA PROYECTO CALCULO REVISO PISCINA PLANTA, SECCIONES Y REFUERZO FECHA ESCALA CONTIENE FECHA MODIFICACIONES PLANO No \A1; 5 d1.00 d1.00 Muro N°3 a0.30 L=2.50 N°4 a0.30 L=Variable 0.65 0.50 1.15 Var. 0.25 0.20 0.70 Var. 0.25 N°3 a0.30 L=Variable N°5 a0.20 L=2.50 0.50 2.00 N°5 a0.20 L=2.50 2.00 0.50 N°4 a0.30 L=2.60 0.50 1.35 0.75 2N°5* N°3 a0.30 a.c. N°3 a0.30 a.c. 2N°3 N°3 a0.30 a.c. N°4 a0.30 0.15 0.85 0.85 0.15 N°3 a0.30 a.c. N°3 a0.30 a.c. 0.18 1.24 1.24 0.60 0.60 0.18 1.00 0.18 0.24 Variable Variable Variable d1.00 1.00 0.85 N°4 a0.30 L=Var. N°4 a0.15 N°3 a0.30 a.c. 0.40 0.15 0.20 0.25 N°3 a0.30 L=Var. Variable Variable N°3 a0.30 a.c. 0.24 0.18 N°3 a0.30 a.c. 2N°3 2N°5* 0.24 1.28 0.18 0.60 N°3 a0.30 L=9.00 N°5 a0.20 L=2.25 1.00 1.75 Var. 1.15 0.50 0.25 0.65 N°3 a0.30 a.c. 1.00 d1.00 0.85 0.15 0.65 0.25 0.50 N°4 a0.30 L=Var. 1.15 2N°6* 2N°3 N°3 a0.30 a.c. Var. N°3 a0.30 a.c. 0.50 N°5 a0.20 L=2.25 N°3 a0.30 L=Variable 1.75 Var. 0.25 0.20 0.18 Variable 0.10 Longitud segun estudio de suelos 0.15 0.10 d 1.00 C Suelos EN°3 a 0.20 L=2.90 C TIPICA ESCALA: 1:25 ALZADO DE PILA Cota de cimentación sujeta a aprobación del Ingeniero de 0.05 0.25 0.05 0.40 0.25 0.18 Variable refuerzo) Suelo natural 9 N°5 L=Var. Losa de fondo de tanque en concreto (No se indica 2 Conectores d 5/8" L=0.80 13 EN°3 a 0.10 L=2.90 d 2 Conectores 5/8" L=0.80 ESCALA: 1:25 SECCION C-C L=2.90 9N°5 L=Var. X X E N°3 a 0.10 ó 0.20 11.00 SECCION A-A ESCALA 1:25 SECCION B-B ESCALA 1:25 N°4 a0.15 L=8.25 5.30 1.25 0.70 1.00 4.70 0.88 NOTA: *2N°5 VARILLAS CONTINUAS CON TRASLAPOS DE 0.70 10.60 0.60 N°4 a0.15 L=2.75 1.75 0.50 0.60 N°4 a0.30 L=9.00 1N°5* N°3 a0.30 1N°5* 1.00 N°4 a0.15 L=2.75 1.75 espaciamiento dentro de la masa de ciclopeo de 0.10 piedra no fisurada, limpia, no meteorizada, con Al concreto de la pila puede adicionarsele hasta un 30 - Se usara acero fy=2.400 Kgf/cm (240MPa) para barras N°2 unicamente y fy=4220 Kg/cm (422 MPa) para barras N°3 y mayores. entre piedras como mínimo, tamaño máximo - Se usara acero fy=4.900 kgf./cm (490 MPa) para malla NOTAS Y ESPECIFICACIONES - Se usara concreto f'c=210 Kg/cm . (21 MPa). - Diseño estructural acorde a la Norma Sismo Resistente 98 (NSR 98) electrosaldada y refuerzo milimetrado. 2 2 2 2 d =0.20m. % de 2N°5* 2N°5* 2N°5* N°3 a0.30 2N°5* 2N°5* Continuas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA PISCINA ESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 5 5 5 5 5 5 5 4 5' 5 H 5 H' 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 Mura en bloque de 0.20x0.20x0.40 1N°3 cada 0.40 Celdas rellenas con mortero 5 5 1N°3 L=Variable 1N°5 L=Variable N°2 cada 0.20 SECCION VIGUETA V-T ESCALA 1:10 5 N°3 cada 0.20 L=2.00 SECCION VIGA V-A VIGA V-B ESCALA 1:12.5 5 2N°5 3N°6 2N°5 L=8.40 2N°6 L=8.40 1N°6 L=5.00 5 2N°6 L=1.60 2N°6 L=1.60 5 5 5 5 5 5 SECCION VIGUETA V-1 ESCALA 1:12.5 N°2 cada 0.20 L=1.60 5 4N°3 SECCION VIGUETA V-2 ESCALA 1:10 4N°3 N°2 cada 0.20 L=0.80 5 5 2N°6 L=8.40 2N°5 L=8.40 1N°6 L=5.00 2N°6 L=1.60 5 2N°6 L=1.60 5 5 5 <> Pila Mura en bloque de 0.20x0.20x0.40 1N°3 cada 0.40 Celdas rellenas con mortero V-T V-T V-T V-T V-T V-T V-T V-T V-T V-T V-T V-T 5 5 NOTA: NO SE PERMITE RELLENO DE TIERRA DETRAS DEL MURO 5 5 5 5 Viga V-A Viga V-B SECCION VIGA V-B ESCALA 1:50 SECCION VIGA V-A ESCALA 1:50 Vigueta V-1 (0.20x0.40) Vigueta V-2 (0.20x0.20) Vigueta V-A ó V-B (0.20x0.80) N°2 a0.20 1N°3 1N°5 1N°4 5 5 5 N°3 a0.20 L=2.00 Viga V-A 1N°3 N°3 a0.20 L=2.00 0.70 Viga V-B - Adicion muro exterior Oct./26/2004 1 2 B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A PLANTA PISCINA ESCALA 1:50 N°5 a0.20 L=4.25 5 N°3 a0.30 5 N°4 a0.15 N°3 a0.30 a.c. 5 2N°5* 0.20 5 1N°5* 2N°5* N°3 a0.30 a.c. 5 5 N°3 a0.30 L=1.10 0.90 N°4 a0.30 L=2.70 5 N°3 a0.30 a.c. N°4 a0.30 L=12.00 5 N°4 a0.15 L=2.75 5 5 2N°5* Continuas N°4 a0.15 L=2.75 5 5 5 N°3 a0.30 L=9.00 0.50 0.50 1.30 0.90 3.75 5 5 1N°5* 3.75 N°5 a0.20 L=2.25 0.50 N°3 a0.30 a.c. 2N°6* 1.75 1.00 d1.00 1.75 1.00 SECCION A-A ESCALA 1:25 d<> 5 5 5 5 0.50 1.30 0.90 N°4 a0.30 L=2.70 N°3 a0.30 L=1.10 0.20 0.90 5 5 5 5 N°4 a0.15 N°3 a0.30 5 N°3 a0.30 L=1.10 0.20 N°3 a0.30 a.c. 0.90 5 N°5 a0.20 L=2.25 0.50 1.75 0.50 5 5 N°3 a0.30 L=7.00 1.30 1.40 1.75 d1.00 N°4 a0.15 L=3.15 1N°5* 2N°5* 5 N°3 a0.30 a.c. 5 2N°5* N°4 a0.30 L=7.00 SECCION A-A ESCALA 1:25 5 d<> 0.90 0.20 N°3 a0.30 L=1.10 1.30 0.50 N°3 a0.30 a.c. 5 N°5 a0.20 L=2.25 1.75 5 5 0.50 1.40 1.75 N°4 a0.15 L=3.15 2N°5* Continuas N°3 a0.30 a.c. 5 1N°5* 2N°6* 5 N°4 a0.30 L=2.70 0.90 N°4 a0.30 L=2.70 0.90 5 NOTA: *2N°5 VARILLAS CONTINUAS CON TRASLAPOS DE 0.70 0.18 5/8" L=0.80 2 Conectores Variable 5/8" L=0.80 2 Conectores Longitud segun estudio de suelos d d 13 EN°3 a 0.10 L=2.90 TIPICA E N°3 a 0.10 ó 0.20 X X L=Var. 9N°5 L=2.90 SECCION C-C ESCALA: 1:25 ESCALA: 1:25 aprobación del Ingeniero de Cota de cimentación sujeta a ALZADO DE PILA C EN°3 a 0.20 L=2.90 Suelos C d <> 5 5 5 en concreto (No se indica Losa de fondo de tanque 9 N°5 L=Var. Suelo natural refuerzo) 0.25 5 5 0.25 0.05 - Se usara concreto f'c=210 Kg/cm . (21 MPa). - Se usara acero fy=4.900 kgf./cm (490 MPa) para malla entre piedras como mínimo, tamaño máximo y fy=4220 Kg/cm (422 MPa) para barras N°3 y mayores. - Se usara acero fy=2.400 Kgf/cm (240MPa) para barras N°2 unicamente Al concreto de la pila puede adicionarsele hasta un 30 piedra no fisurada, limpia, no meteorizada, con espaciamiento dentro de la masa de ciclopeo de 0.10 NOTAS Y ESPECIFICACIONES 2 2 2 2 Sismo Resistente 98 (NSR 98) electrosaldada y refuerzo milimetrado. - Diseño estructural acorde a la Norma % de =0.20m. d d<> NOVIEMBRE/2004 1:50 1 PLANTA, SECCIONES Y REFUERZO

Language	Spanish
Drawing Type	Section
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, building, construction details, details, DWG, FOUNDATION, piles, piscina, piscine, plant, POOL, schwimmbad, section, sections, structural, structure, swimming pool, wall