Break Pressure – Dosing Chamber DWG Detail for AutoCAD

Break Pressure – Dosing Chamber DWG Detail for AutoCAD

Break pressure – dosing chamber – Details

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

of the, code:, scale: indicated, plane n., designer:, cartoonist:, reviewed:, date:, location:, of the, code:, scale: indicated, plane n., designer:, cartoonist:, reviewed:, date:, location:, description, exterior plaster, vol, unite, cant., metric calculations, code, description, waterproofing additive, gravel, sand, cement, unite, bag, cant., spreadsheet of materials, code, interior plaster, brick, pza, excavation, note, that of the overflow pipe should be greater than that of the outlet distribution pipe., for the accessories of minors the stopcocks will be of bronze for majors they will be closing valves of fused iron., level, plant camera, court camera esc, detail armor esc, pos., reinforced concrete, screen, brick adobito, pos., pos., pvc pipe, cyclopean concrete, hinges, squeegee, detail slab top esc, pos., pos., pos., pos., pos., pos., pos., pos., pos., pos., pos., detail iron armor screen esc, detail background slab esc, pos., pos., ventilation, sewer system, cleaning, overflow, departure, entry, Location, pza, elbow fg, fg pipe, millimeter mesh, pvc pipe, tee fg, elbow fg, tee fg, elbow fg, pza, pza, fg pipe, universal union fg, copla fg, colander br, pza, pza, spreadsheet of accessories, detail, copla fg, cant., pza, unite, in., copla fg, pvc adapter, pvc pipe, pza, insurance, padlock, pza, stopcock br, pza, pza, fg pipe, metal lid, detail sanitary top esc, hinge, squeegee, anchorage, reinforced concrete, detail sanitary top esc, hinge, anchorage, total, quantity, iron spreadsheet, pos., scheme, distance, weight t., lengths, partial, total, brick masonry, brick walled, ref, pvc pipe fg, characteristic, dosage, concrete strength, service overload, soil carrying capacity, technical design conditions, value, steel strength ah, dosage of brick, dosage, coating slabs, coating walls, pvc pipe, Chamber breaks brick masonry pressure for

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.10 \A1;0.15 \A1;1.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.85 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.15 \A1;2.00 \A1;0.20 \A1;1.40 \A1;0.15 \A1;0.20 \A1;2.30 \A1;0.20 \A1;0.65 \A1;0.05 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.15 \A1;0.85 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.85 \A1;0.15 \A1;0.15 \A1;2.00 \A1;0.60 \A1;0.20 \A1;1.25 \A1;1.25 \A1;0.30 \A1;1.10 \A1;1.40 \A1;1.10 \A1;0.15 \A1;0.15 \A1;1.30 \A1;0.15 \A1;0.70 \A1;0.15 \A1;1.53 \A1;0.08 \A1;1.33 \A1;1.65 \A1;2.70 \A1;1.25 \A1;2.30 \A1;1.15 \A1;2.45 \A1;0.40 \A1;1.02 \A1;0.55 \A1;0.55 \A1;1.10 \A1;0.40 \A1;0.90 \A1;2.70 (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. 1 DE 2 PROYECTISTA: DIBUJANTE: PL-AP-18-08 \A1; REVISADO: FECHA: LOCALIDAD: (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. 2 DE 2 PROYECTISTA: DIBUJANTE: PL-AP-18-08 REVISADO: FECHA: LOCALIDAD: 32.18 1.90 10.86 0.99 10.47 4843 0.84 9.17 41 4.19 DESCRIPCION Revoque exterior Vol H°A° m2 UNID. m2 m3 m3 CANT. COMPUTOS METRICOS CODIGO DESCRIPCION Aditivo impermeabilizante Grava Arena Cemento Kg UNID. m3 m3 Bolsa CANT. PLANILLA DE MATERIALES CODIGO Revoque interior m2 Ladrillo Pza ET-CO-09-04 - ET-CO-12-02 ET-CO-12-01 ET-MP-01 ET-MP-02-01 ET-MP-02-02 ET-MP-07 Excavación m3 15.90 ET-AP-18 NOTA - El d de la tubería de rebalse deberá ser un d mayor al de la tubería de distribución o salida. - Para los accesorios de d menores a 4", las llaves de paso serán de Bronce y para mayores serán válvulas de cierre de Fierro Fundido. 5 5 5 5 NIVEL 5 5 5 5 5 5 13 12 I. 1% I. 1% 1 3 2 5 5 5 5 A B B PLANTA CAMARA ESC 1:20 CORTE A-A CAMARA ESC 1:20 DETALLE ARMADURA ESC 1:20 10 Pos. Hormigón armado Hormigón Armado Hormigón Armado Pantalla H° A° 17 17 16 14 5 19 5 5 5 5 5 5 5 5 5 5 5 5 5 Ladrillo Adobito Ladrillo Adobito Ladrillo Adobito Ladrillo Adobito Ladrillo Adobito 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 Pos. 11 Pos. 1 3 2 Tubería PVC E-40 d 4" 11 4 5 6 20 8 9 10 12 13 Hormigón Ciclópeo 14 15 14 10 7 5 5 5 5 5 8 9 10 4 12 13 5 6 21 H°C° 20 22 15 7 10 5 5 Bisagras d 1/2" x 2" Jalador 5 22 5 5 5 5 DETALLE LOSA - TAPA ESC 1:20 10 Pos. 2 Pos. 3 Pos. 4 Pos. 1 Pos. 5 Pos. 6 Pos. 5 5 9 Pos. 11 Pos. 12 Pos. 5 5 13 Pos. DETALLE ARMADURADE FIERRO PANTALLA ESC 1:20 DETALLE LOSA DE FONDO ESC 1:20 7 Pos. 8 Pos. Ventilación Drenaje limpieza Rebose y Salida Entrada UBICACION 1 Pza Codo 90 FG Tubería FG Malla milimétrica Tubería PVC Tee FG Codo FG Tee FG Codo 90 FG 1 0.50 m m m2 Pza Pza 0.15 0.1 1 2 1 1 1 m Pza Pza 2.50 2 1 Tubería FG Union Universal FG Copla FG Colador Br Pza pza Pza m 1 3 2.50 Pza Pza 1 PLANILLA DE ACCESORIOS DETALLE Copla FG CANT. Pza UNID. 1.5 1 ø Pulg Copla FG Adaptador PVC E-40 Adaptador PVC E-40 Tubería PVC Pza Pza m 1 1 1 1 3 3 16 20 17 18 14 11 10 8 9 7 5 1 2 4 6 12 13 15 Seguro Candado Pza 2 19 21 Llave de paso Br 22 Pza 1 23 Pza 1 Tubería FG m A Tapa Metálica e=1/8"; 1.33 x 1.53 Tapa metálica e=1/8"; 0.55 x 1.02 DETALLE TAPA SANITARIA ESC 1:20 Bisagra Jalador Anclaje 5 5 23 5 5 21 3 1 Hormigón armado DETALLE TAPA SANITARIA ESC 1:20 Bisagra Anclaje 5 5 5 5 18 0.05 0.16 0.06 0.15 6 0.05 0.05 0.05 0.05 1.59 2.74 1.44 0.15 0.15 0.15 0.15 6 6 6 6 7 7 11 4 8 2.64 - 1.54 1.69 1.09 0.49 - - 21.92 6.16 18.59 7.63 3.43 0.222 0.222 0.222 0.222 0.222 4.87 1.37 4.13 1.69 0.76 49.96 TOTAL CANTIDAD PLANILLA DE FIERROS 3 7 5 6 4 1 2 POS. ESQUEMA ø DISTANCIA (m) (mm) PESO T. LONGITUDES (m) PARCIAL b a c KG/M TOTAL (kg) d 0.60 - - 6 4 0.60 2.40 0.222 0.53 1.10 - - 6 2 1.10 2.20 0.222 0.49 0.99 - 1.0 0.50 - 0.08 0.05 0.26 0.15 0.18 0.14 6 8 10 22 8 4 0.69 2.40 1.60 0.06 2.76 19.20 35.20 0.222 0.4 0.4 0.61 7.68 14.08 8 12 10 11 9 - 1.00 - 0.14 6 10 1.00 10.00 0.222 2.22 0.08 1.19 - 0.18 8 14 1.35 18.90 0.4 7.56 2.24 - 0.05 1.39 - 0.20 6 12 1.49 17.88 0.222 3.97 13 b a a b a a b a a b a a b a a b a a b b b b a d a a c c b a c c b a ET-CO-10-03 Mampostería de ladrillo Zampeado de ladrillo 9 21 REF Tubería PVC E-40 ó FG ET-MP-08 CARACTERISTICA Dosificación H°A° Resistencia hormigón H20 Sobrecarga de servicio Capacidad portante del suelo CONDICIONES TECNICAS DE DISEÑO VALOR 1 Kg/cm 1:3:3 Resistencia acero AH 400 Dosificación p/mampostería de ladrillo Dosificación H°S° 3 cm Recubrimiento losas 3 cm Recubrimiento paredes 2 100 Kg/m 2 204 Kg/cm 2 4080 Kg/cm 2 1:2:3 1:3 Tubería PVC E-40 d 4" CAMARA ROMPE PRESION DE MAMPOSTERIA DE LADRILLO PARA 5 a 10 LT/Seg. CAMARA ROMPE PRESION DE MAMPOSTERIA DE LADRILLO PARA 5 a 10 LT/Seg.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	abwasserkanal, autocad, banhos, break, casa de banho, chamber, DETAIL, details, dosing, DWG, fosse septique, mictório, plumbing, pressure, sanitär, Sanitary, sewer, toilet, toilette, toilettes, urinal, urinoir, wasser klosett, WC