Armed Concrete Tank Semi-Buried DWG Section for AutoCAD

Armed Concrete Tank Semi-Buried DWG Section for AutoCAD

Capacity 50 m3 – Plants – Sections – Details

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

level, Waterproofing additive, Indicated, cartoonist:, location:, For cubic meters, Of cyclopean concrete, Tank half-buried, Bolivian republic, date:, designer:, reviewed:, code:, scale:, Plan n., Stone flouncing, Pte., Input, chamfer, Hc, Hada, Pte., Hada, N.a., Pos, Pos, Pos, Pos, Alternative single chamber for inlet pipes outlet, Minimum overflow to the point of discharge: a commercial larger than that of the, sewer system, departure, Hc, Similar asphalt board, N.a., entry, N.a., Cut cut, Plant esc, Armor, Armor s, Materials sheet, bag, cement, stone, Common sand, gravel, Cant, Unid., description, Metric form, Hada, Cant, Unid., description, Hoc, Exterior plaster, code, code, Total, Dist., Pos., scheme, partial, Lengths, Cant, Iron sheet, Weight t., total, Pte., Stone flouncing, Hc, Hc, Hc, Detail metal cover esc, hinge, Puller, Sanitary tank esc., Puller, Hinges, Puller, entry, departure, Overflow cleaning line, Waterproof interior plaster, Excavation for structures, Waterproofing additive, ventilation, sewer system, cleaning, Overflow, departure, entry, Location, Pza, Hexagonal nipple fg, Pipe fg, Millimeter mesh, Pvc drainage pipe, Tee fg, Elbow fg, Pza, Universal union fg, Pza, Accessories sheet, Pvc adapter, detail, Bypass valve, quantity, Pza, unity, In, Elbow fg, Pza, Pipe fg, Bypass valve, Strainer, Pza, Hexagonal nipple fg, Universal union fg, Pza, Pvc adapter, Pza, Pipe fg, Pza, Bypass valve, Elbow fg, Pza, Hexagonal nipple fg, Universal union fg, Pza, Tee fg, Pza, Pvc adapter, Pza, Pvc pipe fg, insurance, Lock, Pza, Sanitary metal cap, metal lid, Pza, Ref., Service overload, Technical design conditions, Bearing capacity of soil, Concrete resistance, Steel resistance ah, Dosing hua, Dosing hoc, Dosing hºsº, characteristics, value, Coating slabs, Wall coating, P.S

Raw text data extracted from CAD file:

NIVEL \A1;0.60 \A1;5.60 \A1;6.20 \A1;5.00 \A1;6.22 \A1;7.63 \A1;8.20 \A1;5.60 \A1;0.90 \A1;0.70 \A1;0.90 \A1;2.35 \A1;0.30 \A1;7.60 \A1;8.20 \A1;6.20 \A1;2.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.60 \A1;1.60 \A1;0.30 \A1;6.20 \A1;5.60 \A1;0.60 \A1;5.60 \A1;6.20 \A1;0.60 \A1;5.60 \A1;0.90 \A1;0.90 \A1;5.60 \A1;6.20 \A1;0.10 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.1 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.12 \A1;0.10 \A1;1.00 \A1;0.05 \A1;0.30 \A1;3.65 \A1;0.70 \A1;0.12 \A1;0.15 \A1;1.85 24 25 23 26 \A1;0.80 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.70 Aditivo impermeabilizante 2 DE 2 INDICADA DIBUJANTE: LOCALIDAD: PARA 50 METROS CUBICOS DE HORMIGON CICLOPEO TANQUE SEMIENTERRADO REPUBLICA DE BOLIVIA FECHA: PROYECTISTA: REVISADO: CODIGO: ESCALA: PLANO N. PL-AP-09-07 5 5 Zampeado de piedra 5 5 5 5 5 5 Pte. 1% 5 \A1;Cámara de entrada 3 4 2 1 5 5 2.35 5 5 5 5 5 Chaflán HºCº 5 5 5 1.60 HºAº 26 5 6 5 7 Pte. 1% 22 21 20 HºAº N.A. 5 5 5 POS 5 POS 3 POS 4 0.60 POS 5 POS 6 5 5 POS 4 POS 7 POS 3 0.60 POS 2 POS 1 POS 2 POS 6 POS 1 5 ALTERNATIVA DE UNA SOLA CAMARA PARA LAS TUBERIAS DE ENTRADA Y SALIDA Limpieza y rebose (Longitud mínima al punto de descarga: 4m; un ø comercial mayor que el ø de la tubería de ingreso). 5 5 Drenaje Salida 24 HºCº 5 5 Cartón asfáltico o similar N.A. 5 17 5 2 3 4 Entrada 5 1 N.A. CORTE A - A ESC 1:40 PLANTA ESC 1:40 ARMADURA LOSA FONDO ESC 1:40 ARMADURA LOSA TAPA ESC 1:40 0.30 0.1 0.20 0.15 0.20 0.12 0.10 A A PLANILLA DE MATERIALES Bolsa m3 m3 m3 Cemento Piedra Arena común Grava CANT. UNID. DESCRIPCION 216 23.89 25.51 21.28 PLANILLA DE COMPUTOS METRICOS m3 HºAº 1:2:3 CANT. UNID. DESCRIPCION 9.48 m3 HºCº 1:3:4 50% P.D. 37.78 m2 Revoque Exterior 113.22 m2 109.86 Kg 30.46 CODIGO ET-MP-01 ET-MP-02-03-02 ET-MP-02-01 ET-MP-02-02 CODIGO ET-CO-09-04 ER-CO-09-05 ET-CO-12-02 ET-CO-12-01 TOTALES mm ø m DIST. POS. ESQUEMA PARCIAL LONGITUDES (m) d c a b CANT. PLANILLA DE FIERROS kg KG/M PESO T. TOTAL 337.83 1 2 3 4 5 6 0.36 0.20 0.30 0.15 0.36 0.30 6.32 5.65 6.25 0.36 5.38 5.35 3.82 0.10 0.10 5.55 4.08 0.26 6.15 5.25 0.05 38 8 0.05 56 8 8 8 4 10 8 8 38 4 0.05 0.05 0.05 0.05 1.10 1.10 240.16 316.40 21.52 3.60 237.50 21.40 0.40 0.40 0.40 0.40 0.40 0.40 96.06 126.56 8.61 1.44 8.56 95.00 7 0.00 1.00 1.00 4 8 4.00 0.40 1.60 1.00 0.05 5 5 0.70 0.12 0.15 Pte. 1% m2 Zampeado de piedra 25.00 ET-AL-08 ET-MP-08 5 m3 85.81 ET-CO-04-01-02 23 25 HºCº 27 0.80 0.10 24 0.90 0.10 24 11 10 9 8 25 27 HºCº 0.80 HºCº DETALLE TAPA METALICA ESC 1:20 5 5 27 Bisagra d1/2" x 2" Jalador 27 0.70 0.10 0.10 25 TAPA SANITARIA - TANQUE ESC. 1:20 0.80 0.80 5 5 5 5 5 Jalador Bisagras Bisagras Jalador 5 5 5 26 26 25 Entrada 5 5 5 Salida 24 Tubería de limpieza y rebose 24 a a c a b a a a c d c d a a d d a a d a d a a b b Revoque Interior impermeable Excavación para estructuras 14 13 18 16 15 9 17 10 11 8 15 12 19 Aditivo impermeabilizante 1 1/2 1 1/2 1 1/2 Ventilación Drenaje limpieza Rebose y Salida Entrada UBICACION Pza Niple hexagonal FG Tubería FG Malla milimétrica Tubería PVC drenaje Tee FG Codo FG m2 Pza Pza Unión universal FG Pza Pza PLANILLA DE ACCESORIOS Adaptador PVC E-40 DETALLE Válvula de paso Br CANTIDAD Pza Pza UNIDAD 1 ø Pulg 1 2 2 1 1 1 2 1 0.20 0.60 Codo 90º FG Pza 2 Tubería FG m 2.00 Válvula de paso Br Colador Br Pza Niple hexagonal FG Unión universal FG Pza 2 2 Adaptador PVC E-40 Pza 1 Tubería FG m 2.00 Pza Pza Pza 2 1 Válvula de paso Br Codo 90º FG Pza Niple hexagonal FG Unión universal FG Pza 5 3 Tee FG Pza 1 Adaptador PVC E-40 Pza 1 Tubería PVC E-40 o FG m 4.00 m m 1 Seguro Candado Br. 3 Pza Tapa métalica sanitaria e=1/8" 0.80 x 0.80 Tapa métalica e=1/8" 0.90 x 0.90 Pza Pza 1 REF. 2 3 4 7 8 13 14 15 16 20 21 22 23 24 5 6 9 10 11 12 17 18 19 25 26 27 1 2 Sobrecarga de servicio CONDICIONES TECNICAS DE DISEÑO Capacidad portante del suelo Resistencia Hormigón H20 100 kg/m2 204 kg/cm2 1 Kg/cm2 Resistencia Acero AH 400 Dosificación HºAº Dosificación HºCº Dosificación HºSº Características Valor Recubrimiento losas Recubrimiento pared 1:2:3 1:3:3; 50% P.D 4080 kg/cm2 1:3 3 cm 3 cm

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	armed, autocad, capacity, concrete, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, plants, section, sections, supply, tank, treatment plant, wasserversorgung, water