Swimming Pool DWG Section for AutoCAD

Swimming Pool DWG Section for AutoCAD

Swimming pool – Plants – Sections – Elevations – Details

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

projecc. pool, projecc. pool, reduced-scale pool plant, mesh, sole, mesh, cut, stone veneer, allegory of water, mayolica color celeste swimming pool, var, var., grill, draft, plant, sheet:, district:, apartment, esc .:, flat:, property:, july, province, dib, date:, new town, lev. topog .:, general, sr.cesar miguel, josé eneque panta, elevation, pool, building, nv, n.j, nv, n.j, ventura flowers, n.f, perimeter fence, of existing plants, brick wall, nv, n.j, n.f, circulation, irregular angular stone floor, grass area, accent on natural terrain, floor, non-slip type, perimetral edge, circulation, cuts, grille area, water stop, longitudinal, draft, structures, sheet:, district:, apartment, esc .:, flat:, property:, july, province, dib, date:, new town, lev. topog .:, of swimming pools, sr.cesar miguel, josé eneque panta, pool, building, nv, n.j, ventura flowers, n.f, perimetral edge, circulation, details, concrete floor, filter bed, concrete floor, water stop, mesh, nv, n.j, n.f, water stop, mesh, concrete floor, tansversal, filter bed, mesh, nv, n.j, n.f, mesh, water stop, water stop, concrete floor, filter bed, longitudinal, for children, angular irregular, stone floor, floor encounter, ceramic keystone, esc., color celima leather, ceramic floor, angular irregular, stone floor, floor encounter, cornerstone grass, esc., natural terrain, false floor, natural terrain, join cm, nv, n.j, n.f, perimetral edge, circulation, var, water stop, var., water stop, filter bed, concrete floor, mesh, n.p.t, veneer with laja stone, only on the outside, veneer with laja stone, brick facing, for fm king kong bricks filling completely, mortar:, steel, concrete cement, resistance of terrain: in, concrete, Technical specifications, concrete cycle:, development:, foundation:, resistance, reinforced concrete:, concrete slab walls, maximum, median, stone, in corrugated iron rods, standard hook frame, heavenly pool, garden listelo blue, finish, corner ball, pool edge detail, esc:, heavenly pool, Mayflower plume, heavenly pool, water level, esc., toilet seat, tagged, mayolica celeste swimming pool, mortar, concrete of, mayolica celeste swimming pool, see detail, see detail, pool bottom, concrete, pool wall, see detail, you, you, solid, slab, you, n.f, valve housing, grill, valve box, grill, anchor f, fg, detail of sailboat type ladder, see detail, sailboat type ladder, high window, window detail, platinum, see window detail, floor, non-slip type, home, Format, cascade of water on stone, sculpture seals, irregular angular stone floor, accent on natural terrain, palm tree island

Raw text data extracted from CAD file:

\A1;.25 \A1;.25 \A1;.25 \A1;1.65 \A1;.05 \A1;.20 \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.70 \A1;.05 \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;1.25 \A1;1.25 \A1;.25 \A1;1.25 A 01 PROYECC. PISCINA 02 03 PROYECC. PISCINA C-1 C-1 C-1 1 PLANTA DE PISCINA EN ESCALA REDUCIDA 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 45 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 38.29785462729851 45 38.29785462729851 39.78459435922002 ø3/8"@.25 ø3/8" @.30 ø3/8" @.30 ø3/8"@.25 ø1/2"@.20 ø1/2"@.20 Malla de ø3/8"@.20 38.29785462729851 SOLADO Fc=100Kg/cm2 SOLADO Fc=100Kg/cm2 C.P.=.05 C.P.=.05 Malla de ø3/8"@.20 ø1/2"@.20 39.78459435922002 ø1/2"@.20 ø3/8" @.30 ø3/8"@.25 ø3/8" @.30 ø3/8"@.25 CORTE B-B CORTE A-A 3.75 13.25 1.20 1.80 1.50 1.55 .30 0.45 1.85 0.60 0.60 3.50 1.20 .30 .30 .30 17.00 7.00 0.30 0.60 R1.00 0.50 2.00 0.50 ENCHAPE EN PIEDRA ALEGORIA CAIDA DE AGUA 0.30 1.20 .09 0.38 0.30 4.00 0.30 0.50 0.80 0.60 1.20 0.60 1.20 0.60 1.20 MAYOLICA 15x15 COLOR CELESTE PISCINA 0.15 0.45 2.00 0.40 0.35 0.90 2.00 0.40 0.65 0.90 .20 0.53 .15 .25 .10 .10 .20 .60 1.63 3.05 0.30 0.40 1.08 .14 1.53 1.50 .10 3.00 1.60 1.00 .20 1.50 .40 .35 .20 .40 .10 1.50 0.60 3.75 6.625 6.625 1.80 1.85 1.50 45° 17.00 0.60 1.20 0.30 .30 .20 0.45 1.85 0.60 0.60 3.50 7.00 0.60 .20 1.50 .35 1.50 .40 .20 .40 .10 0.60 45° .30 0.20 0.85 .10 0.30 2.15 .20 .20 .20 0.20 0.20 4.00 0.80 0.60 1.20 0.30 0.65 0.30 0.30 0.25 0.20 0.20 0.80 0.25 .10 0.25 1.20 0.20 45° 0.30 0.20 0.20 .20 54° \A1;9 \A1;3 \A1;9 0.15 Var 1.85 a 1.50 .20 Var. 1.85 - 1.50 .20 .20 2.00 0.60 0.20 .40 .40 .10 .30 0.45 0.15 \A1;.05 \A1;.10 0.50 0.15 \A2;0.25 \A2;0.15 3.00 1.15 \A1;\Fsimplex.shx;G \A1;0.05 \A1;0.30 \A1;.10 \A1;0.10 .15 .15 2.20 0.30 \A1;0.05 .15 0.60 .15 1.05 .15 2.10 .15 3.00 .15 3.30 \A2;0.25 \A2;0.15 1.00 0.75 0.45 0.15 0.75 0.50 0.15 0.45 0.20 2.20 .15 1.80 .15 0.25 0.50 0.30 0.30 0.30 0.30 0.30 0.30 0.40 22° 22° R= 1.00 2.00 .125 .125 .15 .25 .10 .10 .10 .20 0.42 .10 0.35 .15 .025 .025 0.35 0.30 5 5 5 5 5 5 5 .30 .30 .30 .30 5 5 5 5 5 PARRILLA 5 5 5 \LSecciòn A - A \LSeccion B - B 5 5 5 5 5 PROYECTO : PLANTA LAMINA: DISTRITO: DPTO: ESC.: PLANO: PROPIEDAD: JULIO DEL 2007 PROVINCIA DIB : FECHA: PUEBLO NUEVO PUEBLO NUEVO 1/10 LEV. TOPOG.: GENERAL Sr.CESAR MIGUEL José Eneque Panta ELEVACION PISCINA DE CONSTRUCCION 0-00 N.V ± 0.00 N.V + 0.15 N.J - 0.15 N.V ± 0.00 N.V + 0.15 N.J - 0.15 VENTURA FLORES 5 N.F - 1.35 N.F - 1.75 1.20 .09 5 5 CERCO PERIMETRICO LIMITE DE PLANTAS EXISTENTES LIMITE DE PLANTAS EXISTENTES MURO DE LADRILLO \LSección C - C 5 N.V ± 0.00 N.V + 0.15 N.J - 0.15 5 5 5 5 5 5 5 5 5 N.F - 1.65 N.F - 2.05 CIRCULACION PISO DE PIEDRA ANGULAR IRREGULAR PISO DE PIEDRA ANGULAR IRREGULAR ZONA CON GRASS ACENTADA EN TERRENO NATURAL ACENTADA EN TERRENO NATURAL PISO CERAMICO / GRANITO / PIEDRA LAJA TIPO ANTIDESLIZANTE 30 x 30 A Borde perimetral Circulación CORTES Y 5 5 2.00 5 5 5 \LELEVACIÓN DE ZONA PARA PARRILLAS Water Stop 12" \LSección D - D 2.00 5 5 5 .20 5 .15 .25 .10 .10 .20 .60 1.63 3.05 5 0.40 5 .14 1.53 5 .10 5 5 5 \LSecciòn Longitudinal (Corte A - A) PROYECTO : ESTRUCTURAS LAMINA: DISTRITO: DPTO: ESC.: PLANO: PROPIEDAD: JULIO DEL 2007 PROVINCIA DIB : FECHA: PUEBLO NUEVO PUEBLO NUEVO 1/10 LEV. TOPOG.: DE PISCINAS Sr.CESAR MIGUEL José Eneque Panta PISCINA DE CONSTRUCCION 0-00 N.V ± 0.00 N.V + 0.15 N.J - 0.15 VENTURA FLORES N.F - 1.65 N.F - 2.05 Borde perimetral Circulación DETALLES .20 1.50 .40 .35 .20 .40 .10 1.50 0.60 3.75 6.625 6.625 1.80 1.85 1.50 5 17.00 0.60 1.20 SOLADO DE CONCRETO f´c= 100 Kg/cm ² e= 0.10 0.30 LECHO FILTRANTE (cascajo d 4" max.) SOLADO DE CONCRETO f´c= 100 Kg/cm ² e= 0.10 .30 Water Stop 12" d 3/8" @ 0.30 d 3/8" @ 0.25 d 1/2" @ 0.20 Malla d 3/8" @ 0.20 Malla d 3/8" @ 0.20 Malla d 3/8" @ 0.20 .20 d 3/8" @ 0.30 d 3/8" @ 0.25 d 1/2" @ 0.20 0.45 1.85 0.60 0.60 3.50 7.00 N.V ± 0.00 N.V + 0.15 N.J - 0.15 N.F - 1.35 N.F - 1.75 0.60 Water Stop 12" .20 1.50 .40 .35 .20 .40 .10 1.50 0.60 5 .30 d 3/8" @ 0.30 d 3/8" @ 0.25 Malla d 3/8" @ 0.20 SOLADO DE CONCRETO f´c= 100 Kg/cm ² e= 0.10 0.20 \LSecciòn Tansversal (Corte B - B) 0.85 .10 0.30 2.15 .20 .20 .20 0.20 0.20 d 1/2" @ 0.20 LECHO FILTRANTE (cascajo d 4" max.) Malla d 3/8" @ 0.20 4.00 N.V ± 0.00 N.V + 0.15 N.J - 0.15 0.80 0.60 1.20 d 3/8" @ 0.20 0.30 0.65 0.30 0.30 0.25 d 3/8" @ 0.20 d 3/8" @ 0.25 d 3/8" @ 0.30 0.20 0.20 0.80 0.25 .10 0.25 1.20 0.20 5 0.30 N.F - 1.35 N.F - 1.70 0.20 0.20 Malla d 3/8" @ 0.20 d 3/8" @ 0.30 d 3/8" @ 0.25 d 3/8" @ 0.30 d 3/8" @ 0.25 d 1/2" @ 0.20 Water Stop 12" .20 Water Stop 12" SOLADO DE CONCRETO f´c= 100 Kg/cm ² e= 0.10 LECHO FILTRANTE (cascajo d 4" max.) 5 \LSecciòn Longitudinal (Corte C - C) \LPiscina para Niños ANGULAR IRREGULAR PISO DE PIEDRA ENCUENTRO DE PISO PIEDRA ANGULAR - CERAMICO ESC. 1/2 9 COLOR CUERO TIPO CELIMA PISO CERAMICO 0.30 x 0.30 3 \LDETALLE 1 ANGULAR IRREGULAR PISO DE PIEDRA ENCUENTRO DE PISO PIEDRA ANGULAR - GRASS ESC. 1/2 9 \LDETALLE 2 TERRENO NATURAL Falso Piso e = 10cm 0.15 TERRENO NATURAL Junta e=1.5 cm N.V ± 0.00 N.V + 0.15 N.J - 0.15 N.F - 1.65 N.F - 2.05 Borde perimetral Circulación Var 1.85 a 1.50 Water Stop 12" .20 d 3/8" @ 0.30 d 3/8" @ 0.25 d 1/2" @ 0.20 Var. 1.85 - 1.50 Water Stop 12" .20 d 3/8" @ 0.30 d 3/8" @ 0.25 d 1/2" @ 0.20 .20 2.00 d 1/2" @ 0.25 d 3/8" @ 0.25 L C LECHO FILTRANTE (cascajo d 4" max.) SOLADO DE CONCRETO f´c= 100 Kg/cm ² e= 0.10 Malla d 3/8" @ 0.20 0.60 0.20 .40 .40 .10 .30 d 3/8" @ 0.25 d 3/8" @ 0.30 d 3/8" @ 0.25 d 3/8" @ 0.30 d 3/8" @ 0.25 d 3/8" @ 0.30 d 3/8" @ 0.25 d 3/8" @ 0.30 d 3/8" @ 0.25 d 3/8" @ 0.30 D D \LCorte D - D 0.45 \LCORTE X - X 0.15 0.15 .05 .10 0.50 X X N.P.T ENCHAPE CON PIEDRA LAJA SOLO EN EL EXTERIOR ENCHAPE CON PIEDRA LAJA LADRILLO CARAVISTA X X \LCIMENTACION 4 d 3/8" d1/4" 3@ .05; Rto.@ .175 C - 1 0.25 0.15 C - 1 C - 1 C - 1 C - 1 3.00 1.15 PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE MORTERO: ACERO fy = 4200 kg/cm2 CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 1.5Kg/cm2 (VERIFICAR EN OBRA) CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: RESISTENCIA CONCRETO ARMADO: CONCRETO EN MUROS Y LOSA DE FONDO MAXIMO MEDIANA 3" fc = 210 kg/cm2 PIEDRA EN VARRILLAS DE FIERRO CORRUGADAS 3/8" 25 1/2" 30 \Fsimplex.shx;G CUADRO DE GANCHOS STANDARD ø G(cm) CELESTE PISCINA 15x5 LISTELO GARDEN AZUL R=1cm ACABADO 5 CANTO BOLEADO DETALLE BORDE DE LA PISCINA ESC: 1/2 CELESTE PISCINA 15x15 ENCHAPE MAYOLICA ENCHAPE MAYOLICA CELESTE PISCINA 15x5 0.30 NIVEL DE AGUA ESC. 1/2 ZOCALO SANITARIO CARTAGONEADA .10 MAYOLICA CELESTE PISCINA MAYOLICA CELESTE PISCINA .15x.15 MORTERO CONCRETO DE 5 MAYOLICA CELESTE PISCINA .15x.15 15x15 VER DETALLE "B" VER DETALLE "A" \LDETALLE A \LDETALLE B VER DETALLE "A" VER DETALLE "A" VER DETALLE "B" VER DETALLE "B" VER DETALLE "A" FONDO DE PISCINA CONCRETO MURO DE PISCINA VER DETALLE "A" VER DETALLE "B" V.S V.S V.S V.S V.S V.S .15 .15 4 d 3/8" \A1;d \S1#4;" @ .15 V.S 4 d 3/8" d 3/8" @ 0.20 \LLOSA MACIZA d 3/8" @ 0.20 4 d 3/8" LOSA A LOSA A LOSA B LOSA B V.S Y Y \LCORTE Y - Y 4 d 3/8" 5 d 3/8" @ 0.20 d 3/8" @ 0.25 2 d 1/4" 0.30 5 Niv.± 0.00 Niv.± 0.00 Niv.± 0.00 Niv.± 0.00 Niv.- 0.15 N.F - 2.50 N.F - 2.50 .15 0.60 .15 1.05 .15 2.10 .15 3.00 .15 3.30 V-A V-A 4 d 3/8" d1/4" 3@ .05; Rto.@ .20 V-A 0.25 0.15 V-A V-A N.T.- 0.15 N.F.- 2.50 N.+0.30 \LPLANTA DE CAJA DE VALVULAS 1d 3/8" @ .20 1d 3/8" @ .20 1d 3/8" @ .20 1d 3/8" @ .20 2d 3/8" 1.00 0.75 0.45 0.15 0.75 0.50 0.15 0.45 0.20 3d 3/8" d 3/8" @ 0.20 N.T.- 0.15 N.F.- 2.50 2.20 Z Z \LCORTE Z - Z \LDETALLES DE PARRILLA .15 1.80 .15 CAJA DE VALVULAS PARRILLA Y Anclaje Fº 3/8" Pl 21/2" x 21/2" x 3/16" FºGº 5/8" 0.25 0.50 DETALLE DE ESCALERILLA TIPO MARINERO 0.30 0.30 0.30 0.30 0.30 0.30 0.40 VER DETALLE ESCALERILLA TIPO MARINERO 5 5 R= 1.00 2.00 .125 .125 .15 .25 .10 .10 .10 .20 5 V V N.+0.30 .10 0.35 VENTANA ALTA \LCORTE V - V .15 DETALLE DE VENTANA < 1" X 1" PLATINA DE 1/8" x 1" .025 .025 0.35 VER DETALLE DE VENTANA PISO CERAMICO / GRANITO / PIEDRA LAJA TIPO ANTIDESLIZANTE 30 x 30 PISO CERAMICO PISCINA FORMATO 20 x 20 CASCADA DE AGUA SOBRE PIEDRA ESCULTURA / FOCAS PISO DE PIEDRA ANGULAR IRREGULAR ACENTADA EN TERRENO NATURAL Niv.± 0.00 ISLA / PALMERA 5

Language	Spanish
Drawing Type	Section
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot, Garden / Park
Tags	autocad, details, DWG, elevations, piscina, piscine, plants, POOL, schwimmbad, section, sections, swimming, swimming pool