Septic Sewer And 1 And 2 Cameras DWG Detail for AutoCAD

Septic Sewer And 1 And 2 Cameras DWG Detail for AutoCAD

STRUCTURAL DETAIL MAP SUMIDERO SIZING, AND SEPTIC 1 AND 2 CAMERAS AND DIMENSIONS CHART BY NUMBER OF PEOPLE

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

shape, Endowments, Educational, Foundation of, Buildings, Ministry of sports culture, draft, construction system, date:, capacity:, N.pr., File code, content, number, S.c., Esp., design, Arq:, Ing:, # serial, N.p., Location, scale:, archive:, scale:, date:, first name:, Plotting, drawing, review, Notes, date, first name, Reduced health yee, Welded reduction, elbow, Double sanitary yee, Sanitary yee, elbow, elbow, Sanitary yee, elbow, elbow, elbow, Reduced health yee, Welded reduction, Tee, siphon, Tee, Tee, Reduced sanitary tee, Welded reduction, Tee, Reduced health yee, Window detail, scale, Waterproof floor, According to prof. Of the cloaca, Pvc, Goes to sink, Comes from fat separator, Septic tank, Rep, Liquid level, Rep, Septic tank, Mouth of visit, Cleaning cap, Septic tank, Mouth of visit, Cleaning cap, Septic tank, Chopped stone filling, Comes from septic, Road, Mouth of visit, Concrete reinforced concrete slab, Concrete blocks cm, Concrete base cm, Concrete hoops cm, ESC summit, its T., Esc., Intermediate cover beam, its T., Esc., Intermediate beam, Column support, variable, variable, Esc., cut, plant, Two-chamber septic tank model, detail, Ground level, A permanent signal, Mark the location with, Cleaning cap, Cleaning mouths, Cleaning cap, Pend., Variable according to prof. Of the cloaca, Intermediate cover beam, column, Esc., structure, cut, its T., Intermediate cover beam, Esc., Anchored in the slab, Column detail, Horizontal cut, Vertical cut, Pend., students, volume, Useful, Long first, camera, Long second, camera, width, depth, Useful, camera of, air, Recommended measures for septic tank of two chambers, F’c kg cm, Fy kg cm, materials, Min., departure, Min., entry

Raw text data extracted from CAD file:

FORMA P-3 DOTACIONES EDUCATIVAS FUNDACION DE EDIFICACIONES Y Ministerio de Educaciòn, Cultura y Deportes PROYECTO SISTEMA CONSTRUCTIVO FECHA: CAPACIDAD: N.PR. CODIGO DE ARCHIVO CONTENIDO NUMERO S.C. ESP. DISEÑO ARQ: ING: NRO. DE SERIE N.P. UBICACION ESCALA: ARCHIVO: ESCALA: FECHA: NOMBRE: PLOTEO DIBUJO REVISION NOTAS FECHA NOMBRE 218096 Yee Sanitaria Reducida 4x2 01020 216096 Reducción Soldada 4x2 01010 212090 Codo 90x4 00020 218590 Yee Sanitaria Doble 4x4x4 00040 218090 Yee Sanitaria 4 00030 212080 Codo 90x3 00200 212590 Codo 45 CampanaxCampanax4 00020 218060 Yee Sanitaria 2 03000 212560 Codo 45 CampanaxCampanax2 020000 212060 Codo 90x2 02000 212580 Codo 45 CampanaxCampanax3 00200 218086 Yee Sanitaria Reducida 3x2 01200 216098 Reducción Soldada 4x3 00110 211060 Tee Sanitaria 2 03000 219060 Sifon Campanax2 03000 211090 Tee Sanitaria 4 00030 211560 Tee Sanitaria 2 04000 211096 Tee Sanitaria Reducida 4x2 01020 216086 Reducción Soldada 3x2 01100 \A1;76.2000 \A1;111.1300 \A1;76.2000 211080 Tee Sanitaria 3 24.70332069340907 24.70332069340907 24.70332069340907 00300 218098 Yee Sanitaria Reducida 4x3 00120 DETALLE VENTANA V2 ESCALA 1:5 1,90 3,78 1,60 3,38 0,20 1,72 3,38 0,10 4,40 2,90 3,20 3,40 1,90 1,40 0,15 0,55 1,30 0,20 0,10 1,90 3,78 0,20 2,12 3,78 1,00 2,12 PISO ESTANQUE \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.60 \A1;.05 \A1;.40 \A1;.10 \A1;.20 \A1;C \A1;P \A1;.20 \A1;VARIABLE SEGUN LA PROF. DE LA CLOACA \A1;.20 \A1;4.00 \A1;4.00 \A1;.20 \A1;.20 \A1;A \A1;.20 \A1;.20 \A1;4.00 \A1;4.00 \A1;L1 \A1;L2 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;40-60 \A1;.05 \A1;.40 \A1;.10 \A1;2.00 \A1;1.90 \A1;6.00 \A1;2.20 \A1;8.50 \A1;8.90 \A1;0.28 \A1;0.20 PVC 6" PVC 6" VA HACIA SUMIDERO VIENE DE TANQUILLA SEPARADOR DE GRASAS D 1,75 1,75 3,68 11 d 1/2" a/c 0,20 m L = 7,18 m 3,48 0,10 0,10 0,10 1,65 1,65 C 11 d 1/2" a/c 0,20 m L = 7,58 m 2,02 1,75 1,75 B 20 d 1/2" a/c 0,20 m L = 5,52 m A 20 d 1/2" a/c 0,20 m L = 6,02 m 1,65 1,65 0,10 0,10 0,10 0,10 1,82 TANQUE SEPTICO 1 CAMARA DESPIECE ACEROS - CORTE 2-2 ESC 1:25 22 d 3/8" a/c 0,10 m L = 3,68 m 38 d 3/8" a/c 0,10 m L = 2,02 m 2,12 1,90 A B B A D C B A REP 36 d 3/8" a/c 0,20 m L = 6,70 m (CAMARA DE AIRE) NIVEL DE LIQUIDO 2 2 1 1 22 d 3/8" a/c 0,10 m L = 3,68 m 38 d 3/8" a/c 0,10 m L = 2,02 m REP d 18 3/8" a/c 0,20 m L = 6,70 m REP 18 d 3/8" a/c 0,20 m L = 6,70 m D D D C C C B A 1,90 3,78 TANQUE SEPTICO 1 CAMARA DESPIECE ACEROS - CORTE 1-1 ESC 1:25 P = 10% BOCA DE VISITA 60x60 TAPA DE LIMPIEZA 30x30 TAPA DE LIMPIEZA 30x30 TANQUE SEPTICO 1 CAMARA - CORTE ESC 1:25 5 5 0,55 1,30 0,20 5 1,90 1,60 3,78 3,38 BOCA DE VISITA 60x60 TAPA DE LIMPIEZA 30x30 TAPA DE LIMPIEZA 30x30 TANQUE SEPTICO 1 CAMARA - PLANTA ACOTADA ESC 1:25 5 0,20 2,12 3,78 1,72 3,38 RELLENO DE PIEDRA PICADA VIENE DE SEPTICO ESTRADA BOCA DE VISITA D = 0,60 m LOSA DE TECHO CONCRETO REFORZADO BLOQUES DE CONCRETO e = 15 cm BASE DE CONCRETO e = 20 cm AROS DE CONCRETO e = 10 cm a/c 1,00 m SUMIDERO ESC 1:25 0,10 4,40 1,00 2,90 3,20 3,40 .20 .20 .15 .15 2X10 2 d 1/2" 2 d 1/2" EST. d 3/8" X .80 C/.20 ESC. 1:10 VIGA TAPA INTERMEDIA .20 .20 .15 .15 2X10 EST. d 3/8" X .80 C/.20 ESC. 1:10 VIGA INTERMEDIA COLUMNA APOYO d 3/8" X 3.85 C/.20 (SUPERIOR) d 3/8" X 3.85 C/.20 (INFERIOR) d 3/8" X 3.85 C/.20 (SUPERIOR) d 3/8" X 3.85 C/.20 (INFERIOR) d 3/8" X VARIABLE C/.20 .60 d 3/8" X 1.30 C/.20 .70 .70 .70 d 3/8" X VARIABLE C/.20 5 5 5 5 d 3/8" C/.20 d 3/8" X 8.35 C/.20 (SUPERIOR) d 3/8" X 8.35 C/.20 (INFERIOR) 5.45 2.40 .60 .70 .60 d 3/8" X 8.45 C/.20 (SUPERIOR) d 3/8" X 1.30 C/.20 .70 .60 d 3/8" X 1.30 C/.20 5.45 2.40 .60 d 3/8" X 8.45 C/.20 (INFERIOR) ESC. 1:25 CORTE A-A PLANTA MODELO DE TANQUE SEPTICO DE DOS CAMARAS DETALLE 3 NIVEL DE TERRENO UNA SEÑAL PERMANENTE MARCAR LA UBICACION CON 0.30 X 0.30 TAPA DE LIMPIEZA BOCAS DE LIMPIEZA 0.60 X 0.60 0.30 X 0.30 TAPA DE LIMPIEZA .60 PEND. 10% 5 5 5 5 C P .20 VARIABLE SEGUN LA PROF. DE LA CLOACA 5 5 5 5 5 A 5 VIGA TAPA INTERMEDIA 5 5 5 d 3/8" C/.20 d 3/8" C/.20 d 3/8" C/.20 d 3/8" C/.20 d 3/8" C/.20 L1 L2 COLUMNA 5 5 5 5 5 5 ESC. 1:25 ESTRUCTURA CORTE A-A EST. d 3/8" C/.20 VIGA TAPA INTERMEDIA 4 d 1/2" .30 .30 .20 .20 \A1;2.90 ESC. 1:20 ANCLADA EN LA LOSA DETALLE DE COLUMNA CORTE HORIZONTAL CORTE VERTICAL PEND. 10% PEND. 10% ALUMNOS VOLUMEN UTIL (m3) LARGO PRIMERA CAMARA (L1)(m) LARGO SEGUNDA CAMARA (2)(m) ANCHO (A)(m) PROFUNDIDAD UTIL (P)(m) CAMARA DE AIRE (C)(m) 0 - 200 12 2.80 1.35 2.00 1.50 0.40 200 - 300 18 3.60 1.80 2.10 1.60 0.40 24 4.40 2.15 2.30 0.40 30 5.00 2.50 2.50 0.40 36 5.40 2.65 2.80 0.40 42 5.80 3.00 3.00 0.40 48 6.25 3.15 3.20 0.40 54 6.70 3.30 3.40 0.40 60 7.00 3.45 3.60 0.40 72 7.90 3.95 3.80 0.40 84 8.75 4.40 4.00 0.40 96 9.50 4.80 4.20 0.40 300 - 400 400 - 500 500 - 600 600 - 700 700 - 800 800 - 900 900 - 1000 1000 - 1200 1200 - 1400 1400 - 1600 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 MEDIDAS RECOMENDABLES PARA TANQUE SEPTICO DE DOS CAMARAS f'c = 180 Kg / cm 2 fy = 4200 Kg / cm 2 MATERIALES 40-60 d 4" min. SALIDA 5 5 d 4" min. ENTRADA d 3/8" C/.20 d 3/8" C/.20 d 3/8" C/.20 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, cameras, chart, DETAIL, dimensions, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, map, maquinas, maschinenrauminstallations, number, provision, septic, sewer, sizing, structural, wasser bestimmung, water