Gym – Facilities Several DWG Full Project for AutoCAD

Gym – Facilities Several DWG Full Project for AutoCAD

Drinking water project; sewage and rainwater of a gym

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

north, Gym floor plan, scale, legend, Rain water drop, Projected sump, Sense of runoff, Sink detail, scale, galvanized, Pvc, Painted with latex, Color to be defined, section, scale, galvanized, Pl mm, Pvc, Painted with latex, Color to be defined, Shifter bolt, Insert, Sense of runoff, global, Descent of, Rainwater, Descent of, Rainwater, Descent of, Rainwater, Descent of, Rainwater, Descent of, Rainwater, Plant location sinks, scale, Type sump, Type sump, Type sump, Type sump, Type sump, Type sump, system of, sewer system, system of, sewer system, system of, sewer system, section, scale, galvanized, Pl mm, Pvc, Painted with latex, Color to be defined, Shifter bolt, Insert, Pvc, Shifter bolt, gravel, sand, Earth, Shifter bolt, gravel, sand, Earth, Pvc, system of, sewer system, system of, sewer system, Expense table, Artef. No. a.f. T.a. A.c. A.c. total, Qmp, What my, W.c., Bllll, U.r., Water level cold water level plant, scale, Volleyball court, Hall of, access, ticket office, cellar, Wc., Wc., Bllll, basketball court, Street, global, Existing matrix, Det. Niche m.a.p., Esc., elevation, plant, Street, Property demarcation, Plate detail, Upper anchorage, Esc., license plate, scale, Base basin detail, scale, Tower pond elevation, Foundation, Typical, Foundation, Typical, Foundation, Typical, Upper union, Reinforcement plate, thickness, cap screw, Leaves, cap screw, Leaves, Reinforcement plate, thickness, scale, Plate detail, scale, Plant foundation, scale, cut, Bolt of, license plate, Astm pin, dilatation, scale, Top union detail, license plate, license plate, Bolt of, Union, scale, Union detail, Plate detail, Of bracing, Esc., license plate, cap screw, Bracing joint, license plate, scale, Det. Bracing union, Bolt of, Plate detail, Intermediate union, Esc., license plate, Foundation beam, Foundation beam, scale, Note union support of pond base of structure, According to manufacturer’s instructions, detail, stairs, scale, Staircase detail, your B., detail, your B., scale, Staircase detail, stairs, rack, scale, Grille detail, your B., your B., your B., your B., stairs, rack, Safety grille, scale, For the whole staircase, platen, platen, stairs, scale, Plant rej. Esc., platen, Projection of, Longitudinal, platen, Projection of, Longitudinal, Water level hot water level plant, scale, Volleyball court, Hall of, access, ticket office, cellar, Wc., Wc., Bllll, basketball court, Street, Existing matrix, Street, Property demarcation, Bllll, Isometric hot drinking water, scale, Bllll, Bllll, Bllll, Bllll, Bllll, Bllll, Bllll, Bllll, Bllll, Bllll, Bllll, Bllll, Llj., Expense table, Artef. No. a.f. T.a. A.c. A.c. total, Qmp, What my, W.c., Bllll, U.r., Llj., Water rise, Pond drop, M.a. mm, Pond accumulation a.p., capacity, Map, Existing matrix, Bllll, Bllll, Bllll, Bllll, Bllll, Isometric cold drinking water, scale, Llj, your B. Of rebalse, hydraulic, Water rise, your B. cleaning, hydraulic, Pond accumulation a.p., capacity, Pond drop, Directed towards network of, sewerage, Power supply network, drinking water, Llj, Adjustable metal piton, With directional arm, Overlapping reelbox, Pinned to paint, Enameled red, Automatic reel, Mt. Mm hose, Union storz mm, Cutting key, Quick action, Elbow cu mm, Wet network detail, Breakable glass door, With magnetic retainer, Chromed bronze handle, Hinges accessories, Allow a correct, Quick operation., Floor level sewer, scale, Volleyball court, Hall of, access, ticket office, cellar, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, Wc., Wc., Bllll, ventilation, ventilation, ventilation, ventilation, ventilation, basketball court, septic tank, Pvc, ventilation, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, ventilation, Bllll, Bllll, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, C.r.e, C.r.s, C.i. No, Bllll, Bllll, ventilation, ventilation, ventilation, ventilation, Box ueh, Artef., T.u.e.h., total, class, U.e.h., Bllll, U.r., septic tank, ventilation, P.v.c, Isometric sewer, unscaled, C.r.e., C.r.s, C.i. No, ventilation, P.v.c, C.r.e, C.r.s, slab, Plant septic tank, scale, Towards projected drains, Pvc, Type cap, Home camera, Type cap, Home camera, Comes from c.i. No, Pvc, Emplantillado, Kg. Hundred, Slab cm., cut, scale, masonry, Cm., Slab cm., Towards projected drains, Pvc, Useful, Comes from c.i. No, Pvc, Emplantillado, Kg. Hundred, cut, scale, masonry, Detail esq. Slabs, scale, Greater free light, bars, Superior, bars, Inferior, This reinforcement must be equivalent, The highest positive armor of the, Which belongs to the corner, Reinforcement esq. Slabs, unscaled, Isometric detail of, Fierros sup., Concrete slab, armed, Sis

Raw text data extracted from CAD file:

NORTE 40 40 40 15 15 70 10mm 40 50 90 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 40 15 15 70 10mm 40 50 90 80 15 15 PLANTA DE CUBIERTA GIMNASIO ESCALA 1: 100 LEYENDA Bajada de agua Lluvia (BALL) Sumidero Proyectado Sentido Escurrimiento (Cubierta) DETALLE SUMIDERO S1 ESCALA 1: 10 5 5 L 25x25x5 Galvanizado PL 25x5mm @ 50 mm PVC d 110 Pintado con Latex Color por Definir A A SECCION A-A ESCALA 1: 10 L 25x25x5 Galvanizado PL 25x5mm @ 50 mm 5 5 5 5 10mm PVC d 110 Pintado con Latex Color por Definir H-15 H-15 Bolón Desplazador 5 5 5 Inserto Sentido Escurrimiento (Canaleta) GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 Bajada de Aguas Lluvias Bajada de Aguas Lluvias Bajada de Aguas Lluvias Bajada de Aguas Lluvias Bajada de Aguas Lluvias PLANTA DE UBICACION SUMIDEROS S1 ESCALA 1: 100 Sumidero Tipo S1 Sumidero Tipo S1 Sumidero Tipo S1 Sumidero Tipo S1 Sumidero Tipo S1 Sumidero Tipo S1 Sistema de Drenaje Sistema de Drenaje Sistema de Drenaje B B SECCION B-B ESCALA 1: 10 L 25x25x5 Galvanizado PL 25x5mm @ 50 mm 5 5 5 5 PVC d 110 Pintado con Latex Color por Definir H-15 Bolón Desplazador Inserto PVC d 110 10mm 5 5 5 5 5 5 Bolón Desplazador Gravilla Arena Tierra Bolón Desplazador Gravilla Arena Tierra PVC d 110 PVC d110 PVC d110 PVC d110 PVC d110 PVC d110 e=15cm. e=15cm. Sistema de Drenaje Sistema de Drenaje 10.0 \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 70 55 25 50 93 40 75 40 50 100 50 250 150 3000 11000 4000 1200 1760 1200 10 1000 12010 600 400 1000 300 300 1200 1200 600 400 250 44,5 8 31 44,5 25 47,5 47,5 120 120 5 60 40 1 31 44,5 44,5 120 100 30 5 5 10 44,5 31 44,5 25 47,5 47,5 120 120 10 10 4 6 4 6 2 2 10 6 40 60 40 90 100 70 300 114 4160 200 15 40 40 40 50 400 400 400 500 40 40 40 40 68 80 80 68 20 20 20 100 49,8 60 39,9 30 CUADRO DE GASTOS 140 168 130 ARTEF. Nº A.F. T.A.F. A.C. T.A.C. TOTAL 10 8 10 QMP (lt/min.) = QMI (lt/min.) = 140 168 260 \C256;-- \C256;-- W.C. \C256;Lº 14 21 Bºll 13 130 10 126 500 U.r. 42 6 42 7 -- -- 50 130 148 630 PLANTA 1º NIVEL AGUA POTABLE FRIA ESCALA 1: 100 CANCHA DE VOLEIBOL HALL DE ACCESO BOLETERIA BODEGA WC. WC. WC. WC. Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº WC WC WC WC WC. WC. WC. WC. WC. WC. Ur Ur Ur Ur Ur Ur Ur Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll CANCHA DE BALONCESTO CALLE 1 Cud19 L=2.00 PVCd32 L=2.80 Cud19 L=2.50 L=2.70 Cud19 Cud19 L=2.20 L=0.50 Cud19 L=1.90 Cud19 L=2.80 Cud19 L=2.70 Cud19 Cud19 L=0.70 Cud19 L=0.50 Cud19 L=2.30 Cud19 L=2.40 PVCd32 L=0.40 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MATRIZ EXISTENTE Cud19 L=0.95 18 19 Cud19 L=0.65 Cud19 L=0.35 16 17 PVCd40 L= 9.50 m PVCd40 L=0.40 Cud19 L=2.20 L=0.30 Cud19 11 PVCd63 L= 5.00 m 12 15 L=0.40 PVCd32 L=0.50 PVCd32 L=2.30 Cud19 L=0.65 Cud19 L=1.10 Cud19 9 10 13 PVCd63 L= 3.70 m L=2.30 Cud19 L=1.30 Cud19 L=0.40 PVCd32 6 L=2.60 Cud19 7 L=2.60 Cud19 L=0.40 PVCd40 8 L=2.20 Cud19 L=2.20 Cud19 2 PVCd63 L= 3.20 m PVCd63 L= 9.50 m L=0.40 PVCd32 L=1.50 PVCd32 L=1.00 Cud19 L=1.45 Cud19 \C3;(C) \C3;(A) \C3;(B) DET. NICHO M.A.P. d19 ESC. 1:20 70 55 25 ELEVACION PLANTA CALLE 1 5 4 Cud19 L=0.50 Deslinde Propiedad L=0.20 PVCd32 T L=2.00 Cud19 RH RH Cud25 L=1.90 Cud25 L=3.00 L=0.30 Cud19 Cud25 L=4.30 Cud25 L=0.60 50 93 40 75 40 50 100 DETALLE PLACA ANCLAJE SUPERIOR ESC. = 1/5 50 250 150 PLACA e=5mm 1+1 PLACA e=5mm 5 5 5 5 5 5 5 5 5 5 5 5 2C 200x75x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 80x80x5 L 80x80x5 L 80x80x5 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 75x75x3 75x75x3 2C 150x75x3 2C 150x75x3 2C 150x75x3 2C 200x75x3 2C 200x75x3 2C 200x75x3 2C 200x75x3 C 150x50x3 C 150x50x3 C 150x50x3 C 150x50x3 C 150x50x3 C 150x50x3 C 150x50x3 C 150x50x3 C 150x50x3 C 150x50x3 2C 200x75x3 2C 200x75x3 2C 200x75x3 300 300 ESCALA 1:50 DETALLE BASE ESTANQUE ESCALA 1:50 ELEVACION TORRE ESTANQUE 2C 150x75x3 2C 150x75x3 2C 150x75x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 L 80x80x5 L 80x80x5 L 80x80x5 L 80x80x5 L 80x80x5 L 80x80x5 L 80x80x5 L 80x80x5 L 80x80x5 2C 200x75x3 2C 200x75x3 2C 200x75x3 2C 200x75x3 C 150x50x3 L 30x30x3 5 5 5 5 5 FUNDACION TIPICA FUNDACION FUNDACION TIPICA FUNDACION TIPICA Unión Superior Unión Superior 2C 150x75x3 2C 150x75x3 2C 150x75x3 2C 150x75x3 PLETINA REFUERZO 10mm espesor PERNO d 16 150X150X3 5 5 5 5 5 5 5 5 5 5 SAE 1045 5 5 5 5 5 5 5 5 5 5 5 PERNO d 16 SAE 1045 PLETINA REFUERZO 10mm espesor 5 d12@10 d12 5 5 5 5 5 5 5 5 4d10 Ed8@20 ESCALA 1:25 DETALLE PLACA ESCALA 1:25 PLANTA FUNDACION ESCALA 1:25 CORTE A-A 2C 200x75x3 L 30x30x3 2C 150x75x3 PERNO DE 5/8" 1+1 PLACA e=5mm 1+1 PERNO DE 3/4" ASTM A325 DILATACION 10mm ESCALA 1:25 DETALLE UNION SUPERIOR PLACA e=5mm L 30x30x3 L 30x30x3 L 80x80x5 2C 150x75x3 PLACA e=5mm PERNO DE 5/8" Unión 1 ESCALA 1:25 DETALLE UNION 1 5 5 5 5 5 5 5 5 5 5 DETALLE PLACA DE ARRIOSTRAMIENTO ESC. = 1/5 PLACA e=5mm PERNO 1/2" Unión Arriostramiento L 30x30x3 L 30x30x3 L 30x30x3 L 30x30x3 PLACA e=5mm ESCALA 1:25 DET. UNION DE ARRIOSTRAMIENTO PERNO DE 1/2" 40 60 40 90 100 70 300 114 DETALLE PLACA UNION INTERMEDIA ESC. = 1/5 PLACA e=5mm 5 VIGA DE FUNDACION VIGA DE FUNDACION VIGA DE FUNDACION VIGA DE FUNDACION VIGA DE FUNDACION VIGA FUNDACION ESCALA 1: 20 5 15 3(2d12) E d 8@20 LT=70 8 8 11 11 16 16 NOTA : UNION Y APOYO DE ESTANQUE A BASE DE ESTRUCTURA SEGUN INDICACIONES DEL FABRICANTE 40 40 40 Detalle 2 50 Escalera ESCALA 1:20 DETALLE 2 ESCALERA 5 5 5 5 Tub. 1 1/2" Tub. 1 1/2" Tub. 1" Tub. 1" Tub. 1" Detalle 1 Detalle 1 Tub. 1" Tub. 1 1/2" ESCALA 1:20 DETALLE 1 ESCALERA Escalera Escalera 40 40 40 40 Rejilla 68 80 80 68 20 20 20 100 ESCALA 1:50 DETALLE REJILLA Tub. 1 1/2" e = 3,68 mm Tub. 1 1/2" e = 3,68 mm Tub. 1" e = 3,38 mm Tub. 1" e = 3,38 mm Escalera Rejilla REJILLA DE SEGURIDAD ESCALA 1: 25 PARA TODA LA ESCALERA Pletina 20x5 Pletina 20x5 Pletina 20x5 Pletina 20x5 5 60 5 Pletina 20x5 Escalera ESCALA 1: 25 PLANTA REJ. ESC. 5 Pletina 20x5 Proyeccion de Longitudinales Pletina 20x5 Proyeccion de Longitudinales PLANTA 1º NIVEL AGUA POTABLE CALIENTE ESCALA 1: 100 CANCHA DE VOLEIBOL HALL DE ACCESO BOLETERIA BODEGA WC. WC. WC. WC. Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº WC WC WC WC WC. WC. WC. WC. WC. WC. Ur Ur Ur Ur Ur Ur Ur Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll CANCHA DE BALONCESTO CALLE 1 MATRIZ EXISTENTE CALLE 1 Deslinde Propiedad T RH RH 1 4 5 T Bºll ISOMETRICO AGUA POTABLE CALIENTE ESCALA 1: 100 2 1 4 5 6 6 7 7 Cud19 L=0.35 Cud19 L=2.50 Cud19 L=0.35 Cud19 L=2.50 Cud19 L=2.40 Cud19 L=2.40 Cud19 L=2.50 Cud19 L=2.50 Cud19 L=11.60 Cud19 L=11.60 Cud13 L=0.70 Cud19 L=3.30 Cud19 L=3.30 Cud19 L=0.70 Cud19 L=0.70 Cud19 L=1.80 Cud19 L=1.80 Cud19 L=2.70 Cud19 L=2.70 Cud19 L=0.65 Cud19 L=0.65 Cud19 L=1.80 Cud19 L=1.80 14 L=0.40 PVCd32 PVCd63 L= 3.30 m L=0.30 PVCd32 L=0.30 PVCd32 \C256;-- \C256;-- 3 Cud19 L=0.70 Bºll Bºll Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 3 2 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 Bºll Cud13 L=0.90 LLj. 20 20 20 1 -- -- CUADRO DE GASTOS 140 168 130 ARTEF. Nº A.F. T.A.F. A.C. T.A.C. TOTAL 10 8 10 QMP (lt/min.) = QMI (lt/min.) = 140 168 260 \C256;-- \C256;-- W.C. \C256;Lº 14 21 Bºll 13 130 10 126 500 U.r. 42 6 42 7 -- -- 50 130 148 630 \C256;-- \C256;-- LLj. 20 20 20 1 -- -- Subida a Estanque H= 13.00 m PVCd63 B 1 Bajada de Estanque H= 11.00 m PVCd63 M.A.P d 19 mm L=1.70 PVCd63 PVCd63 L= 10.25 m Estanque Acumulación A.P. Capacidad 10 m3 Cud19 L=4.40 PVCd63 L= 45.50 m Cud19 L=2.70 PVCd32 L=2.80 m Cud19 L=0.65 MAP d 19 MATRIZ EXISTENTE PVCd63 L=45.50 m Lº Lº PVCd40 L=0.40 18 WC WC WC WC Cud19 L=0.95 Cud19 L=2.50 Cud19 L=0.50 Lº Lº Lº Cud19 L=2.00 Cud19 L=0.35 17 PVCd40 L=9.50 m 16 Bºll Bºll Bºll PVCd32 L=0.40 Bºll Bºll Bºll Cud19 L=2.20 Cud19 L=2.20 Lº Cud19 L=0.50 Cud19 L=0.30 11 PVCd63 Cud19 L=2.30 12 WC WC WC Lº Lº Lº Lº L=5.00 m PVCd32 L=0.50 Cud19 L=1.90 Lº WC Cud19 L=1.10 Cud19 L=0.65 15 9 PVCd63 L=3.70 m Lº Lº Lº Cud19 L=1.30 PVCd32 L=0.40 PVCd32 L=0.20 10 Cud19 L=2.80 Ur Ur Cud19 L=0.70 Cud19 L=2.30 WC WC WC 13 19 RH Cud25 L=3.00 m Cud25 L=1.90 m T Cud19 L=2.00 Cud19 L=0.30 6 7 PVCd40 L=0.40 WC Ur Lº Lº Cud19 L=2.60 Bºll Cud19 L=2.60 PVCd63 L=3.20 m 8 Bºll Bºll Bºll Cud19 L=2.70 Bºll Bºll Bºll Cud19 L=2.20 Cud19 L=2.20 2 PVCd63 L=9.50 m PVCd32 L=0.40 PVCd32 L=1.50 Ur Ur WC WC Cud19 L=1.45 Cud19 L=1.00 4 5 Ur Ur PVCd32 L=0.40 Cud19 L=2.40 Lº Lº Lº Lº Lº Cud19 L=2.30 Cud25 L=4.30 RH Cud25 L=0.60 ISOMETRICO AGUA POTABLE FRIA ESCALA 1: 100 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 14 PVCd32 L=0.40 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 PVCd63 L=3.30 m Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud19 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.90 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 Cud13 L=0.50 PVCd32 L=0.30 PVCd32 L=0.30 LLj Tub. de Rebalse H=13.20 PVCd63 Hidráulico Subida a Estanque H=13.00 PVCd63 Tub. de Limpieza H=10.50 PVCd63 Hidráulico ESTANQUE ACUMULACION A.P. CAPACIDAD 10 m3 Bajada de Estanque H=11.00 PVCd63 Dirigido Hacia Red de Alcantarillado Alimentación Red de Agua Potable 1 B A LLj Cud13 L=3.00 Cud19 L=4.40 m A PVCd63 L=4.70 PVCd63 L=4.70 m 3 3 PVCd63 L=1.70 PVCd63 L=10.25 PITON METALICO REGULABLE CON BRAZO DIRECCIONAL CAJA PORTACARRETE SOBREPUESTA Y APERNADA AL MURO, PINTURA ESMALTADA COLOR ROJO CARRETE AUTOMATICO 25 mt. MANGUERA DE \U+2205 25 mm UNION STORZ \U+2205 25 mm LLAVE DE CORTE ACCION RAPIDA CODO CU \U+2205 25 mm DETALLE RED HUMEDA PUERTA DE VIDRIO ROMPIBLE CON RETEN MAGNETICO MANILLA DE BRONCE CROMADA BISAGRAS Y ACCESORIOS QUE PERMITAN UN CORRECTO Y RAPIDO FUNCIONAMIENTO. 10.0 \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. \A1;B.A.LL. 300 300 15 300 15 330 20 300 320 400 175 d 110 102 cm 188 cm 60 30 290 320 15 305 100 cm 102 cm 15 300 15 330 5 320 20 300 320 l/5 l/5 330 330 20 20 15 30 15 15 15 15 117 cm x PVCd40 L=0.70m i = 1,0% PVCd110 L=2.00m i = 1,0% PVCd40 L=2.30m i = 1,0% PVCd110 L=1.70m i = 1,0% i = 1,0% PVCd110 L=7.00m PVCd50 L=1.80m i = 1,0% PVCd50 L=1.10m i = 1,0% PVCd50 L=1.80m i = 1,0% PVCd50 L=1.20m i = 1,0% PVCd40 L=0.90m i = 1,0% PVCd40 L=0.90m i = 1,0% PVCd40 L=0.60m i = 1,0% PVCd50 L=2.20m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd40 L=1.00m i = 1,0% PVCd40 L=1.80m i = 1,0% PVCd110 L=2.00m i = 1,0% PVCd40 L=0.50m i = 1,0% PVCd40 L=2.40m i = 1,0% PVCd110 L=1.60m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd110 L=2.00m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd40 L=1.20m i = 1,0% PVCd50 L=1.80m i = 1,0% PVCd40 L=0.90m i = 1,0% PVCd50 L=1.80m i = 1,0% PVCd110 L=3.00m i = 1,0% PVCd40 L=2.10m i = 1,0% PVCd40 L=2.20m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd110 PVCd110 PVCd110 PVCd110 L=6.90m L=3.50m L=13.50m L=6.00m i = 1,0% i = 1,0% i = 1,0% i = 1,0% PVCd110 i = 1,0% PVCd110 L=13.50m i = 1,0% PVCd110 L=3.50m i = 1,0% PVCd110 L=6.90m i = 1,0% PVCd110 L=7.00m i = 1,0% PVCd40 L=2.10m i = 1,0% PVCd40 L=0.50m i = 1,0% PVCd40 L=0.70m i = 1,0% PVCd40 L=1.10m i = 1,0% PVCd110 L=1.00m i = 1,0% PVCd40 L=2.30m i = 1,0% PVCd50 L=1.80m i = 1,0% PVCd50 L=1.80m i = 1,0% PVCd50 L=1.10m i = 1,0% PVCd50 L=1.20m i = 1,0% PVCd40 L=0.90m i = 1,0% PVCd40 L=0.60m i = 1,0% PVCd40 L=0.90m i = 1,0% PVCd50 L=2.20m i = 1,0% PVCd40 L=2.40m i = 1,0% PVCd40 L=0.50m i = 1,0% PVCd40 L=1.80m i = 1,0% PVCd110 L=2.00m i = 1,0% PVCd110 L=2.00m i = 1,0% PVCd40 L=1.00m i = 1,0% PVCd110 L=3.70m i = 1,0% PVCd40 L=1.50m i = 1,0% PVCd40 L=2.70m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd40 L=1.20m i = 1,0% PVCd40 L=0.90m i = 1,0% PVCd50 L=1.80m i = 1,0% PVCd50 L=4.00m i = 1,0% PVCd50 L=4.60m i = 1,0% PVCd50 L=1.80m i = 1,0% PVCd110 L=3.00m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd40 L=2.20m i = 1,0% PVCd40 L=2.10m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd110 L=1.70m i = 1,0% PVCd40 L=0.50m i = 1,0% PVCd50 L=4.00m i = 1,0% PVCd50 L=4.60m i = 1,0% PVCd40 L=1.50m i = 1,0% PVCd40 L=2.70m i = 1,0% PVCd110 L=1.00m i = 1,0% PVCd40 L=1.10m i = 1,0% PVCd40 L=0.50m i = 1,0% PVCd40 L=0.50m i = 1,0% PLANTA 1º NIVEL ALCANTARILLADO ESCALA 1: 100 CANCHA DE VOLEIBOL HALL DE ACCESO BOLETERIA BODEGA H = 0,35 m CT = 10,00 m C.R.e = 9,65 m C.R.s = 9,62 m C.I. Nº 6 60x60 H = 0,45 m CT = 10,00 m C.R.e = 9,55 m C.R.s = 9,52 m C.I. Nº 5 60x60 H = 0,55 m CT = 10,00 m C.R.e = 9,45 m C.R.s = 9,42 m C.I. Nº 4 60x60 H = 0,62 m CT = 10,00 m C.R.e = 9,38 m C.R.s = 9,35 m C.I. Nº 3 60x60 H = 0,79 m CT = 10,00 m C.R.e = 9,21 m C.R.s = 9,18 m C.I. Nº 2 60x60 WC. WC. WC. WC. Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº Lº WC WC WC WC WC. WC. WC. WC. WC. WC. Ur Ur Ur Ur Ur Ur Ur Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Bºll Ventilación PVCd75mm Ventilación PVCd75mm Ventilación PVCd75mm Ventilación PVCd75mm Ventilación PVCd75mm CANCHA DE BALONCESTO Fosa Séptica PVC d110mm V=22,5 m3 (util) Ventilación H = 0,88 m CT = 10,00 m C.R.e = 9,12 m C.R.s = 9,09 m C.I. Nº 1 60x60 L=6.00m PVCd110 i = 1,0% L=19.70m Lº Lº Lº Lº Lº WC WC WC WC H = 0,79 m CT = 10,00 m C.R.e = 9,21 m C.R.s = 9,18 m C.I. Nº 2 60x60 PVCd75 Ventilación Bºll Bºll Bºll Lº Bºll Bºll Bºll Lº Lº Lº Lº Lº WC H = 0,62 m CT = 10,00 m C.R.e = 9,38 m C.R.s = 9,35 m C.I. Nº 3 60x60 H = 0,55 m CT = 10,00 m C.R.e = 9,45 m C.R.s = 9,42 m C.I. Nº 4 60x60 H = 0,45 m CT = 10,00 m C.R.e = 9,55 m C.R.s = 9,52 m C.I. Nº 5 60x60 H = 0,35 m CT = 10,00 m C.R.e = 9,65 m C.R.s = 9,62 m C.I. Nº 6 60x60 WC WC WC WC WC WC Ur Ur Lº Lº Lº Bºll Ur Lº Lº WC Bºll Bºll Bºll Bºll Bºll Bºll PVCd75 Ventilación PVCd75 Ventilación PVCd75 Ventilación WC WC Ur Ur Ur Ur Lº Lº Lº Lº Lº PVCd75 Ventilación CUADRO UEH Nº \C256;WC \C256;Lº 14 21 ARTEF. 42 84 6 T.U.E.H. : 225 TOTAL CLASE U.E.H. 3 3 2 Bºll 13 78 6 3 U.r. 7 21 3 3 FOSA SEPTICA Ventilación P.V.C d110 PVCd110 L=19.70m i = 1,0% ISOMETRICO ALCANTARILLADO SIN / ESCALA H = 0,88 m CT = 10,00 m C.R.e = 9,12 m C.R.s = 9,09 m C.I. Nº 1 60x60 Ventilación P.V.C d110 CT = 10,00 m C.R.e = 8,89 m CT = 10,00 m C.R.s = 8,86 m L=3.10m i = 1,0% PVCd110 PVCd110 L=3.50m i = 1,0% LOSA 101 e= 15cm. d8@20 d8@20 5 5 PLANTA FOSA SEPTICA ESCALA 1: 20 Hacia Drenes Proyectados PVC d 110 Tapa Tipo Camara Domiciliaria Tapa Tipo Camara Domiciliaria Viene de C.I. Nº 1 PVC d 110 P101 P101 P101 P101 C101 C101 B B DM d 12@20 Emplantillado 170 Kg. Cem. / m3 LOSA e = 15 cm. M d 8@20 d 8@20 5 5 5 5 5 5 5 CORTE B-B ESCALA 1: 20 Albañileria i = 3% 2 cm. LOSA e = 15 cm. M d 8@20 Hacia Drenes Proyectados PVC d 110 102 cm 188 cm 60 h util (Aprox.) 5 5 5 5 5 100 cm 102 cm d 8@20 Viene de C.I. Nº 1 PVC d 110 5 5 5 5 Emplantillado 170 Kg. Cem. / m3 5 5 DM d 12@20 CORTE A - A ESCALA 1: 20 A A 5 5 5 Albañileria Albañileria Albañileria DETALLE ESQ. LOSAS ESCALA 1: 50 l = Luz libre Mayor l/5 l/5 x Barras Superiores Barras Inferiores Este refuerzo debe ser equivalente a la mayor armadura positiva de la losa a la cual pertenece la esquina REFUERZO ESQ. LOSAS SIN ESCALA DETALLE ISOMETRICO DE 5 Fierros Sup. d 10@20 Losa Hormigón Armado SISTEMA DE DRENAJE ESCALA 1: 75 SECCION Tierra Cesped DREN PROYECTADO PLANTA DE LOSA FOSA SEPTICA ESCALA 1: 25 5 5 12 12 Id8@20 LT : 564 110 110 Id8@20 LT : 314 12 60 12 60 12 12 Id8@20 LT : 239 45 45 12 12 Id8@20 LT : 239 45 45 12 12 Id8@20 LT : 239 45 45 Id8@20 LT : 564 12 110 12 110 CALLE 1 Deslinde Propiedad P101 ESCALA 1: 20 5 5 2d12 2d12 4d10 E d 8@15 LT=140 11 11 16 16 8 8 8 8 C101 C101 C101 ESCALA 1: 20 5 5 2d12 E d 8@20 LT=100 8 8 11 11 31 31 2d12 C101 C101 C101 C101 5 5 5 5 117 cm PVC d110mm Ventilación 12 12 Id8@20 LT : 239 45 45 PVCd63 L=11.70m i = 1,0% Tub. de Limpieza (Bajada) H=10.50 PVCd63 Hidráulico Estanque Acumulación A.P. Capacidad 10 m3 Tub. de Rebalse COTA=13.20 PVCd63 Hidráulico Tub. de Limpieza H=10.50 PVCd63 Hidráulico ESTANQUE ACUMULACION A.P. CAPACIDAD 10 m3 i = 1,0% PVCd63 L=11.70m Deslinde Propiedad 5 DREN PROYECTADO L = 5,00 m DREN PROYECTADO L = 6,00 m DREN PROYECTADO L = 7,00 m DREN PROYECTADO L = 8,00 m DREN PROYECTADO L = 8,00 m DREN PROYECTADO L = 28,00 m DREN PROYECTADO L = 29,00 m DREN PROYECTADO L = 26,00 m DREN PROYECTADO L = 25,00 m Long. Variable (Ver Planta) N.T.N ± 0.00 5 Napa Subterranea Tierra C.R.e = 8,89 m C.R.s = 8,86 m C.R.e = 8,83 m CT = 10,00 m C.R.e = 8,83 m DREN PROYECTADO L = 8,00 m DREN PROYECTADO L = 8,00 m DREN PROYECTADO L = 7,00 m DREN PROYECTADO L = 6,00 m DREN PROYECTADO L = 5,00 m DREN PROYECTADO L = 28,00 m DREN PROYECTADO L = 29,00 m DREN PROYECTADO L = 26,00 m DREN PROYECTADO L = 25,00 m CT = 10,00 m C.R.e = 8,89 m CT = 10,00 m C.R.s = 8,86 m CT = 10,00 m C.R.e = 8,83 m Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 DETALLE REJILLA MOSQUETERA ESCALA 1: 5 d 110 REJILLA MOSQUETERA P.V.C. d 110 VENTILACION FOSA SEPTICA Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 Tubo de Drenaje C-4 DREN PROYECTADO L = 8,00 m Tubo de Drenaje C-4 DREN PROYECTADO L = 8,00 m Tubo de Drenaje C-4

Language	Spanish
Drawing Type	Full Project
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, drinking, DWG, einrichtungen, facilities, full, gas, gesundheit, gym, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, Project, provision, rainwater, sewage, sewer, wasser bestimmung, water