Pool DWG Detail for AutoCAD

Pool DWG Detail for AutoCAD

Structural details of kidney pool

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

beam shaft section, sand, ballast, tube of, drainage mm, min., tol cover, hinge, platen, weld, wings, tol cover, hinge, wings, angle, hinge, anchorage, according to the terrain, c., bass ball evacuation, public network, soil change type: sub base class, perimeter alfajias, cm table, alternative no., half aches, triplex wood, plywood, table güadua, hg., drainage location, scale, c., pool of solera cm, scale, bottom armor, upper armor of solera, platform, pool of solera cm, scale, platform, platform, bottom armor, children, depth cm, children, depth cm, upper armor of solera, upper platform armor, center, cut detail, scale, children’s pool, water level, adult pool, cm mc, detail of drainage foundation, scale, slab, reinforced form of wall formwork, scale, staircase detail, scale, details cover box review, scale, hinge, angle, cm mc, symbol of the assembly of the slab, cm mc, symbol of the assembly of the slab, cm mc, cm mc, total kg., slab, total, ecuatorian code of construction, the earthquake resistant design meets the minimum requirements of, the design in structural profiles meets the specifications, from a.i.s.c. structural details are governed by it., from a.c.i. structural details are governed by it., the structural concrete design meets the specifications, com., long, interperie, slabs, foundations, beams, municipal approval, observations, overlaps, plg, diameter, length, concrete f’c, element, fy steel, the minimum levels of foundation will be those of existing groundwater level to perform a soil study., any change in the structural design will be consulted with the calculator in writing., abstract of concrete in foil, diameter of commercial rods, iron sheet summary, the steel must have a unitary effort to creep the final stress, the concrete must have a final unitary stress compressing the days of old f’c, the capacity of the soil has been particular that will be verified that it is fulfilled in the site., reliefs, coatings, Technical specifications, columns, elements, live service charge, iron sheet, corrugated steel, types of folding, platform, pool wall

Raw text data extracted from CAD file:

\A1;MIN. 0.25 \A1;0.30 \A1;0.90 \A1;1.00 \A1;2.00 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.50 \A1;\U+22055.80 \A1;0.31 \A1;\U+22055.80 \A1;0.31 \A1;1.50 \A1;0.40 \A1;2.00 \A1;\U+22058.80 \A1;\U+220511.80 \A1;0.30 \A1;1.50 \A1;\U+22058.80 \A1;\U+220511.80 \A1;1.50 \A1;\U+22058.80 \A1;\U+220511.80 \A1;0.30 \A1;\U+220511.80 \A1;3.00 \A1;\U+22055.80 \A1;\U+22055.40 \A1;\U+22058.80 \A1;1.50 \A1;8.00 \A1;6.50 \A1;90° \A1;\U+22058.80 \A1;\U+220511.80 \A1;\U+220511.80 \A1;0.40 \A1;0.20 \A1;0.80 \A1;0.20 \A1;1.50 \A1;0.20 \A1;1.80 \A1;0.70 \A1;0.40 \A1;0.70 \A1;1.80 \A1;0.20 \A1;1.50 \A1;5.80 \A1;7.80 \A1;0.20 \A1;2.15 \A1;1.25 \A1;0.40 \A1;1.25 \A1;2.75 \A1;0.20 \A1;0.20 \A1;1.70 \A1;1.90 \A1;1.50 \A1;1.50 \A1;5 a 10 cm \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 VIGA EJE 6 SECCIÓN 30x45 30EØ10 Arena Lastre Tubo de drenaje D=110 mm L=1 m MIN. 0.25 0.30 0.90 TAPA DE TOL (e=6mm) 0.50 * 0.50 BISAGRA 50mm PLATINA (e=3mm) SUELDA 50*50mm ASAS TAPA DE TOL (e=6mm) 0.60 * 0.60 BISAGRA ASAS ÁNGULO (e=6mm) 50*50mm BISAGRA BISAGRA 0.60 0.60 0.50 0.50 ANCLAJE L=17.15 m P=1% L=2.30 m P=1% L=2.30 m P=1% L=4.40 m P=1% L=4.70 m P=1% L=3.30 m P=1% L=4.90 m P=1% L=4.40 m P=1% L=4.70 m P=1% L=3.30 m P=1% L=4.90 m P=1% L=1.60 m P=1% L=1.60 m P=1% L=2.80 m P=1% L=2.80 m P=1% L=8.15 m P=1% L=5.90 m P=% DE ACUERDO AL TERRENO C.R. Evacuación de BASS y BALL a la red pública CAMBIO DE SUELO TIPO: SUB BASE CLASE 3 1.00 Alfajias perimetrales tabla de 2x2.5 cm ALTERNATIVA No. 1 ALTERNATIVA No. 2 Media duela machimbrada triplex o madera contrachapada 2.00 tabla picada, caña güadua 0.30 0.30 d 3/4 HG. UBICACIÓN DE DRENAJES ESCALA 1:100 60x60 C.R. 60x60 5 5 PISCINA DE NIÑOS- SOLERA e = 20 cm ESCALA 1:100 ARMADURA INFERIOR DE SOLERA 5 5 ARMADURA SUPERIOR DE SOLERA ANDEN 5 A A A A 5 5 58Ø12 Mc 21 PISCINA DE ADULTOS- SOLERA e = 20 cm ESCALA 1:100 5 5 1Ø12 @ 31 Mc 20 1Ø12 @ 31 5 ANDEN 5 5 5 5 5 5 ANDEN 5 5 58Ø12 Mc 20 1Ø12 @ 31 7 Ø 8 Mc 23 1Ø8 @ 30 9 Ø 8 Mc 23 1Ø8 @ 30 ARMADURA INFERIOR DE SOLERA 5 NIÑOS PROFUNDIDAD 60 cm NIÑOS PROFUNDIDAD 60 cm ARMADURA SUPERIOR DE SOLERA ARMADURA SUPERIOR DEL ANDÉN 5 5 5 5 5 5 5 5 5 5 A A A A A A 5 5 5 5 Centro Centro Centro 5 5 5 5 5 5 5 5 5 5 5 5 10 cm 10 cm 5 5 5 5 5 5 5 5 5 5 5 DETALLE CORTE A-A ESCALA 1:30 Piscina de Niños Nivel de Aguas 10 cm 10 cm Piscina de Adultos 1 Ø 12 @ 30 cm Mc 1 Ø 12 @ 30 cm Mc 32 1 Ø 8 @ 30 cm Mc 23 1 Ø 8 @ 31 cm Mc 23 1 Ø 8 @ 30 cm Mc 25 1 Ø 8 @ 30 cm Mc 26 1 Ø 8 @ 30 cm Mc 28 1 Ø 12 @ 30 cm Mc 1 Ø 12 @ 30 cm Mc 30 1 Ø 12 @ 31 cm Mc 20 1 Ø 12 @ 30 cm Mc 21 1 Ø 12 @ 31 cm Mc 20 1 Ø 12 @ 30 cm Mc 21 1 Ø 12 @ 30 cm Mc 22 1 Ø 12 @ 30 cm Mc 22 1 Ø 12 @ 30 cm Mc 22 1 Ø 12 @ 30 cm Mc 22 DETALLE DE DRENAJE Y CIMENTACIÓN ESCALA 1:100 5 a 10 cm 5 Losa de Solera ARMADO TIPO DE ENCOFRADO DE PARED ESCALA 1:100 DETALLE ESCALERA ESCALA 1:100 DETALLES TAPA CAJA REVISIÓN ESCALA 1:100 BISAGRA ÁNGULO (e=6mm) 163 Ø 12 Mc 24 1 Ø 12 @ 30 cm 5 Ø 8 Mc 23 1 Ø 8 @ 30 cm 1 Ø 12 @ 30 cm Mc 29 Simbología del Armado de la losa 1 Ø 12 @ 30 cm Mc 30 1 Ø 8 @ 30 cm Mc 23 1 Ø 12 @ 30 cm Mc 31 Simbología del Armado de la losa 1 Ø 12 @ 30 cm Mc 32 1 Ø 8 @ 30 cm Mc 23 5 5 5 5 5 5 5 5 5 1 Ø 12 @ 30 cm Mc 24 1 Ø 12 @ 30 cm Mc 24 8 - - TOTAL = 3616.29 Kg. 259 27.38 LOSA SOLERA - TOTAL = 65.27 m³ 6 Código Ecuatoriano de la Construcción C.E.C.-02. * El Diseño Sismo Resistente cumple con los Requisitos Mínimos del * El Diseño en Perfiles Estructurales cumple con las Especificaciones del A.I.S.C. y A.I.S.I., detalles estructurales se rigen al mismo. del A.C.I. 318-02, detalles estructurales se rigen al mismo. * El Diseño en Hormigón Estructural cumple con las Especificaciones COM. LONG. 120 32 1 ¼ 100 1 25 90 7/8 22 80 3/4 20 75 3/4 18 65 5/8 16 55 5/8 14 50 1/2 12 - - 20 x 20 x 40 15 x 20 x 40 10 x 20 x 40 INTERPERIE LOSAS CIMENTACIONES VIGAS 5 3 7 4 4 cm APROBACIÓN MUNICIPAL 20 40 10 3/8 OBSERVACIONES cm TRASLAPES mm plg DIÁMETRO 22 m3 28 LONGITUD 16 14 6 12 qq 9 8 10 HORMIGON f'c = 210 Kg/cm² ELEMENTO 12 ACERO fy = 4200 Kg/cm² 3.- Los niveles mínimos de cimentación serán los indicados, de existir nivel freáticos realizar un estudio de suelo. 5.- Cualquier cambio o modificación en el Diseño Estructural será consultado con el Calculista por escrito. RESUMEN DE HORMIGÓN EN LÁMINA DIÁMETRO DE VARILLAS COMERCIALES RESUMEN DE HIERRO EN LÁMINA 18 2.- El acero debe tener un esfuerzo unitario a la fluencia fy= 4200 Kg/cm², y el esfuerzo final fu= 6400 Kg/cm². 1.- El hormigón debe tener un esfuerzo unitario último a la compresión a los 28 días de edad f'c = 210 Kg/cm². 4.- La capacidad del suelo qu= 20 T/m² se ha ASUMIDO, particular que se verificará que se cumpla en el sitio. ALIVIANAMIENTOS RECUBRIMIENTOS ESPECIFICACIONES TÉCNICAS COLUMNAS ELEMENTOS CARGA VIVA DE SERVICIO = 200 Kg/m² PLANILLA DE HIERRO ACERO CORRUGADO TIPOS DE DOBLADO g b g a a b g g c a g a g c a b c g a b a b b b a C' Z' I' Z L O I C - 19.08 ANDEN - - - - - - - - - - - - 18.81 PARED PISCINA 181

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