Inspection Camera DWG Block for AutoCAD

Inspection Camera DWG Block for AutoCAD

Health Inspection Camera Simple height of less than 5 m. (H

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

Maxima m., Maximum, perspective, unscaled, code, Materials sheet, cement, Rough stone, sand, gravel, Cant, Unid., description, Ref., Single chamber, Pte., camera, simple, cut, Esc, plants, Esc, camera, Double income, Pte., Dns, Dni, Dns, Dni, Pte., cut, Esc, detail, Esc, ground, Without removing, Quota, Flush, Quota, sill, Dns, enters, Variable dn, comes out, Variable dn, ground, Without removing, Quota, Flush, Maximum depth m., variable, Cover detail, Esc, Smooth iron, Lid handle, Pos., Pos., Pos., Pos., Stirrups, Armor detail, Prefabricated ring of hº aº, Esc, Brocade detail, Esc, Detail truncated cone ring, Esc, camera, Triple income, Pte., Pos., Pos., Pos., Pos., steps, Paint passes, Anticorrosive, Dni, Dns, Dni, Stirrups, Pos., Pos., Pos., Pos., variable, Maximum depth, piece, Iron detail, Esc, Pos., Pte., detail, Pte., P., Pzas, P., Total ml, Pos., Pos., variable, Pos., metric calculations, Brocal de hº aº, Inspection cover of hº aº, Mid-transition channel hº sº, Plain iron steps, Cement plaster, Pza, Simple concrete, Stone hearth, Dni, Dns, references, Nominal input diameter, Nominal output diameter, Iron plant, Major ring, Esc, Detail smaller ring, Esc, Pos., Pos., Small ring, Esc, Iron plant, Pos., Pos., Pos., Iron sheet, Total, Pos., scheme, quantity, Lengths, Stirrups, distance, Prefabricated ring hºa minor cylinder, Prefabricated ring of hº a ° greater cylinder, Ring of hº aº prefabricated sector truncated cone pza., Dns variable output manifold pipe, Dni variable collector pipe, Weight t., partial, total, description, Cant, Unid., code, Ref., Excavations, Ground support capacity, Technical design conditions, characteristic, value, Concrete resistance, Steel resistance ah, dosage, Coating walls, Flow range up to, Bolivian republic, of the, code:, Plan n., date:, reviewed:, designer:, cartoonist:, location:, scale:, Indicated, simple, Inspection chamber, Ing. Danny quispe

Raw text data extracted from CAD file:

\A1;DNs \A1;PROFUNDIDAD MAXIMA 5.00 m. \A1;0.69 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.20 \A1;0.10 \A1;1.40 \A1;0.10 \A1;1.20 \A1;0.10 \A1;1.40 \A1;0.20 \A1;VARIABLE \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.53 \A1;0.10 \A1;0.20 \A1;PROFUNDIDAD MAXIMA 5.00m \A1;0.30 \A1;0.90 \A1;0.50 \A1;0.80 \A1;1.40 \A1;R0.60 \A1;R0.70 \A1;R0.60 \A1;R0.70 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.69 \A1;0.69 \A1;0.45 \A1;0.45 \A1;VARIABLE \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;R0.60 \A1;R0.70 \A1;0.10 \A1;1.20 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.69 \A1;0.10 \A1;0.30 \A1;0.15 \A1;R0.70 \A1;R0.60 \A1;0.10 \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;0.30 \A1;0.30 \A1;0.30 \A1;0.55 \A1;2.28 \A1;VARIABLE \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;1.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.80 \A1;0.50 \A1;0.60 \A1;0.10 \A1;R0.40 \A1;R0.30 \A1;0.45 \A1;0.45 \A1;0.50 PERSPECTIVA SIN ESCALA CODIGO PLANILLA DE MATERIALES Kg m3 m3 m3 Cemento Piedra bruta Arena Grava 1 CANT. UNID. DESCRIPCION REF. 2 3 4 CÁMARA SIMPLE 1057 1.00 2.00 4.00 Pte. 2% Pte. 2% Pte. 3% Pte. 3% A A B B CÁMARA SIMPLE CORTE B - B ESC 1:25 PLANTAS ESC 1:25 CÁMARA DOBLE INGRESO Pte. 3% Pte. 3% 5 5 5 DNs DNi DNs DNi 2 DNi 1 5 Pte. 3% Pte. 3% CORTE A - A ESC 1:25 5 5 5 DETALLE ESC 1:10 1 2 4 5 6 7 8 9 1 2 4 5 9 8 Terreno sin remover Cota Rasante Cota Solera 5 5 DNs Entra DN variable Sale DN variable 10 Terreno sin remover Cota Rasante PROFUNDIDAD MAXIMA 5.00 m. 5 5 VARIABLE 5 DETALLE TAPA ESC 1:25 5 5 Fierro Liso Agarradera Tapa ø 16 5 5 5 5 3 7 6 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pos. Pos. Pos. 4 Pos. 5 Pos. 2 Pos. Estribos DETALLE DE ARMADURA ANILLA PREFABRICADO DE Hº Aº ESC 1:25 DETALLE DE BROCAL ESC 1:25 DETALLE ANILLA DE CONO TRUNCADO ESC 1:25 CÁMARA TRIPLE INGRESO 5 Pte. 3% Pte. 3% Pte. 3% Pte. 3% Pos. 7 Pos. 6 Pos. 14 Pos. Peldaños C/2 pasadas de pintura ø 16 c/30 anticorrosiva 5 5 5 DNi 1 DNs DNi 2 DNi 3 5 5 a estribos a g b c d e 5 9 Pos. 10 Pos. 13 Pos. 13 Pos. 5 5 5 5 5 5 5 5 5 VARIABLE 5 5 5 5 5 5 5 PROFUNDIDAD MAXIMA 5.00m 5 5 5 5 5 5 5 10 5 5 5 5 5 5 ( 1 PIEZA ) DETALLE FIERROS ESC 1:25 1 Pos. Pte. x % Pte. y % DETALLE Pte. x % Pte. y % Pte. z % Pte. x % Pte. y % Pte. y % Pte. w % Pte. z % Pte. x % 2 pzas.0.27 2 pzas.0.52 2 pzas.0.62 1 pza. 0.65 2 pzas.0.27 2 pzas.0.52 2 pzas. 0.62 1 pza. 0.65 Total = 6.94 ml 11 12 11 12 5 12 Pos. 1 1 Pos. Pos. 5 VARIABLE 3 3 11 Pos. 5 5 5 5 5 5 5 5 5 COMPUTOS METRICOS 5 Brocal de Hº Aº Tapa de Inspección de Hº Aº m3 m3 0.060 0.0374 m3 m3 0.16 0.82 m - 2 1 3 4 5 7 6 8 9 Canal de Transición o media luna Hº Sº . Peldaños de Fierro liso d 16mm c/30cm Enlucido de Cemento h = 0.60 m pza m2 m 1.20 3.96 - 10 11 Hormigón Simple Solera de Piedra m3 m3 0.24 0.31 7 12 m3 0.55 DNi DNs REFERENCIAS Díametro Nominal de Ingreso Díametro Nominal de Salida PLANTA FIERROS ANILLA MAYOR ESC 1:25 DETALLE ANILLA MENOR ESC 1:25 15 Pos. 16 Pos. 5 5 5 5 ANILLA MENOR ESC 1:25 5 5 PLANTA FIERROS 16 Pos. 15 Pos. 5 2 Pos. PLANILLA DE FIERROS 4 5 TOTALES 2 3 POS. ESQUEMA ø CANTIDAD mm LONGITUDES (m) d c e 2 2 2 6 6 6 6 6 0.05 - - 0.15 - - - - - 0.51 2.77 2.14 2.46 2.14 6.12 5.54 4.28 4.91 2.14 1.51 1.36 1.05 1.21 0.53 b a a 72.47 - - - 6 - - - 6 - - - 3.18 3.18 0.78 6 - - - 4.18 4.18 1.03 a 0.03 2.77 2.14 3.18 4.18 b 0.05 - - - - - f - - - - - g - - - - - 0.246 0.246 0.246 0.246 0.246 0.246 0.246 12 0.10 0.05 0.05 estribos t= 0.10 - - - 2.14 - - - - - 2.46 - - - - d= 1.30 t= 0.10 a 6 d= 0.65 1 1 d= 1.30 1 16 0.20 - - 0.80 0.80 1.26 0.10 0.20 - - 1.581 1 16 0.30 - - 0.80 9.60 15.18 0.1 0.15 - - 1.581 12 a a c b a b c 6 7 8 9 10 11 6 12 6 - - - 0.77 - - - - - 0.45 - - 13 14 1 a 12 1 - - - - - - 6.94 6.94 6.18 6.94 0.891 - a a b a a b 17 0.05 0.87 14.79 3.64 0.246 4 0.03 0.51 2.04 0.50 0.246 DISTANCIA m 0.22 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.20 - 0.30 0.20 0.20 0.10 0.46 38.64 9.51 4.18 50.21 12.35 0.246 0.246 84 12 0.40 4.18 0.03 15 d= 0.70 t= 0.10 b a - - - - - a 0.20 0.51 30.60 7.53 0.45 0.246 0.03 60 6 16 0.16 6 15 0.10 2.20 2.40 - - - - - 35.99 0.246 8.85 d= 0.85 t= 0.10 d= 0.65 t= 0.10 d= 0.75 d= 0.98 t= 0.10 t= 0.10 t= 0.10 ET-MP-01 ET-MP-03-02 ET-MP-02-01 ET-MP-02-02 Anilla Prefabricada HºAº Cilindro Menor Anilla Prefabricada de Hº Aº Cilindro Mayor ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-AL-02 ET-AL-02 ET-CO-12-01 ET-CO-09-01 ET-CO-09-02 ET-CO-09-01 f 5 5 5 Anilla de Hº Aº Prefabricado Sector Cono Truncado 1 pza. Tubería del Colector de Salida DNs = Variable ET-MP-04-02 Tubería del Colector de Ingreso DNi = Variable PESO T. kg PARCIAL KG/M TOTAL DESCRIPCION CANT. UNID. CODIGO REF. Excavaciones m. 6.11 0 ET-CO-04-01 Capacidad de soporte del terreno CONDICIONES TECNICAS DE DISEÑO CARACTERISTICA 1.00 Kg/cm2 VALOR Resistencia Hormigón H20 204 Kg/cm2 4200 Kg/cm2 1:2:4 2.5 cm Resistencia Acero AH 400 Dosificación H°A° Recubrimiento Losas y Paredes Rango de Caudales hasta 10 Lts/Seg. REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: PLANO N. 1 DE 1 FECHA: REVISADO: PROYECTISTA: DIBUJANTE: PL-SA-08-04 LOCALIDAD: ESCALA: INDICADAS SIMPLE H < 5 m CÁMARA DE INSPECCION Ing. Danny Quispe

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, camera, DWG, health, height, inspection, kläranlage, plumbing, Simple, treatment plant