Sanitary Installation Details Of Boxes DWG Detail for AutoCAD

Sanitary Installation Details Of Boxes DWG Detail for AutoCAD

DETAILS OF BOXES IN THE INSTALLATION OF NETWORKS OF SEWAGE PLANT CUTS AND LIFTS.

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

of the mailbox, of the mailbox, Depths:, of the mailbox, depth, cut, prefabricated box, solaced, concrete cover, concrete frame, plant, cast iron frame, assembled concerto top vibrated, section, plant, plant, cut, prefabricated box, solaced, concrete cover, concrete frame, special falls, esc:, tnt, niv pavim., tnt, min., top, framework, intermediate module, base module, base, intermediate, module, framework, silkchimbote, top, mailbox box, diameter, slabs, armor, ceiling, background, armor, simple, kind, type ii, diameter, detail of type mailbox, simple wall, diameter of the mailbox, detail splice dice, esc:, see typical detail, of splice mailbox, anchorage, tnt, diameter, manifold, variable, diameter of the mailbox, cut, mailbox type fonts, internal diameter of the pipe., chair yee pvc dn mm., top frame of m., mortar resane, standard concrete register box, concrete anchor f’c, discharge pipe iso, elbow pvc drain uf dn, variable matrix pvc iso dn, Legend in connection domiciliary type, note: in case of boxes located in sidewalks the cover will be located, item, description, beneath it is protected with burnished concrete., concrete, tarred in two layers, scratched finish, polished finish, of the ceiling slab should be carefully caulked, if you look at the steel armor in some the, integrity of the back of the slab shall be tarred from the, indicated coatings, the interior surfaces of walls, floor slabs are, the first of cm. thick with mixture of, the second hrs. of cm. thick mixture, any that could be presented in the reverse, with mixture, way indicated for the walls., Specifications, fy steel, walls background, mailbox type ii f’c, mailbox indicated in the project specifications, the armor will be placed according to the depth of the, zunchos nº, pipeline, entry area, additional reinforcement in, niv pavim., f’c, Depths:, esc:, detail of mailbox type ii, tnt, anchorage, see typical detail, of splice mailbox, tnt, cut, variable, collector diameter, diameter of the mailbox, type mailboxes, slab background, f’c, roof slab, type mailboxes, lower armor, see detail, niv pavim., tnt, depth, variable manifold, sewer, detail:, esc:, plant, home connection, profile, esc:, Drain box detail, mailbox cover detail, zunchos nº, a nipple of length on admission should be considered, output of the pipes of the mailboxes, niple:, the location of the mailbox covers, Consider as follows:, note:, bz. the lid will be located at the center, bz. the lid will be located on the side, according to the flow direction, from the roof of the mailbox, elbow pvc drain uf dn, anchor of cº, pvc nipple of long. variable, aluminum clamp, elbow pvc drain uf dn, pvc nipple, yee pvc derivation of, pvc matrix iso dn, material’s list, item, description, top, framework, intermediate module, base module, frame body isometric, silkchimbote, framework, top, framework, intermediate module, base module, framework, silkchimbote, top, framework, intermediate module, base module, the cement use for all the cameras of, included the splice dice

Raw text data extracted from CAD file:

\A1;1.20 \A1;DIAMETRO DEL BUZON \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;DN \A1;0.15 \A1;0.15 \A1;DIAMETRO DEL BUZON \A1;h2=0.20 \A1;h1=0.20 \A1;1.50 \A1;0.15 \A1;0.05 \A1;0.15 \A1; Profundidades: h>3.00m \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;DIAMETRO DEL BUZON \A1;D = .60 \A1;0.15 \A1;0.05 \A1;h2=0.20 \A1; PROFUNDIDAD <= 3.00 m \A1;h1=0.20 \A1;0.15 \A1;0.15 \A1;0.15 <> CORTE A - A 5 5 CAJA PREFABRICADA SOLAQUEADA Tapa de concreto Ø1/4"@.10 Ø1/4"@.10 Ø1/4" 0.60 5 5 Marco de Concreto 5 5 5 PLANTA <> 5 0.025 A A 0.025 5 <> MARCO DE FIERRO FUNDIDO TAPA DE CONCERTO ARMADO VIBRADO 5 5 5 SECCION A-A PLANTA A A Ø 1/2"@0.10 f'c=210kg/cm2 fy=4,200kg/cm2 \A1;0.70 \A1;0.30 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.025 \A1;0.025 \A1;0.05 \A1;0.05 12040.96415120153 12040.96415120153 12040.96415120153 PLANTA 12040.96415120153 12040.96415120153 12040.96415120153 A A 12040.96415120153 12040.96415120153 12040.96415120153 \A1;0.05 \A1;0.025 \A1;0.075 \A1;0.60 \A1;0.05 \A1;0.05 12040.32673745922 CORTE A - A 12040.32673745922 12040.32673745922 CAJA PREFABRICADA SOLAQUEADA Tapa de concreto Ø1/4"@.10 Ø1/4"@.10 Ø1/4" 12040.32673745922 12040.32673745922 12040.32673745922 Marco de Concreto \A1;0.60 \A1;0.13 \A1;0.14 CAIDAS ESPECIALES 1.20 ESC: 1/20 5 ±0.00 TNT ±0.00 NIV. PAVIM. ±0.00 TNT <> Min. 1.00m. b a c d e e f g h \A1;0.147 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.35 \A1;0.100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TAPA MARCO MODULO INTERMEDIO MODULO BASE 5 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.70 \A1;0.70 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 5 5 5 5 5 5 5 5 Base 5 5 5 Intermedio Modulo 5 5 5 Marco \A1;0.30 \A1;0.40 \A1;0.70 \A1;0.75 \A1;0.45 \A1;0.147 \A1;0.35 \A1;0.65 SEDACHIMBOTE 5 5 5 Tapa \A1;0.75 \A1;0.45 \A1;0.147 \A1;0.35 \A1;0.65 \A1;0.05 \A1;0.147 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.35 \A1;0.100 \A1;0.45 \A1;1.20 \A1;0.15 \A1;0.15 \A1;Min. 1.00m. \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.70 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.70 \A1;0.75 \A1;0.35 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.025 \A1;0.025 \A1;0.05 \A1;0.05 \A1;0.047 \A1;0.10 \A1;0.147 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60<h<1.10 Ø 3/8" @ .25 Ø 3/8" @ .25 \A1;0.05 \A1;0.15 \A1;R0.45 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.045 \A1;0.147 \A1;0.35 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.40 \A1;0.30 \A1;0.025 \A1;0.05 \A1;0.025 \A1;0.35 \A1;0.047 \A1;0.100 \A1;0.45 \A1;0.12 \A1;1.80 \A1;1.50 \A1;0.70 \A1;1.30 \A1;0.09 \A1; \A1; CUADRO DE BUZONES 1.20 DIAMETRO 0.20 1 LOSAS h = 0.20 c b a 2 ARMADURA h TECHO FONDO ARMADURA 5 d1/2" SIMPLE 2 d1/2" c/lado 3 d3/8" TIPO TIPO I TIPO II DIAMETRO 7 d1/2" 3 d1/2" c/lado 3 d1/2" 10 Ø 3/8" c/s 0.20 1.50 H > 3.00 m H < 3.00 m DETALLE DE BUZON TIPO I MURO DE C° SIMPLE 1.20 DIAMETRO DEL BUZON DETALLE DADOS DE EMPALME 0.15 1 ESC: 1/20 5 VER DETALLE TIPICO DE EMPALME A BUZON ANCLAJE ±0.00 TNT A 0.15 A 0.15 B 5 5 DN 5 DIAMETRO COLECTOR VARIABLE 5 DIAMETRO DEL BUZON CORTE A-A S/E TIPOS DE FONDO DE BUZONES (MEDIA CAÑA) di= DIAMETRO INTERNO DE LA TUBERIA. R= D/2 (TIPICO) 2 3 R 4 5 8 SILLA YEE PVC DN 200 x 160 mm. MARCO Y TAPA DE C° A° 0.30 x 0.60 m. 7 6 RESANE DE MORTERO 1:3 CAJA DE REGISTRO STANDAR DE CONCRETO 5 4 ANCLAJE DE CONCRETO f'c = 140 Kg/cm ² 3 TUBERIA DE DESCARGA PVC, UF, ISO 4435 S20 CODO PVC DESAGUE UF DN 160 x 45° 2 MATRIZ VARIABLE PVC ISO 4435 S-20 DN 1 LEYENDA EN CONEX. DOMICILIARIAS TIPO I Nota: En caso de cajas ubicadas en veredas la tapa se ubicara ITEM DESCRIPCION a 0.05mm debajo de esta protegido con Concreto y Bruñado. CONCRETO TARRAJEADAS EN DOS CAPAS 1:5 Y ACABADO RAYADO ACABADO PULIDO DE LA LOSA DE TECHO DEBERA SER CALAFATEADA CUIDADOSAMENTE SI SE OBSERVARA LA ARMADURA DE ACERO EN ALGUNA PARTE, EL INTEGRO DEL REVES DE LA LOSA DEBERA SER TARRAJEADA DE LA RECUBRIMIENTOS : INDICADOS LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SON a) LA PRIMERA DE 1.5 cm. DE ESPESOR CON MEZCLA DE CEMENTO/ARENA b) LA SEGUNDA (24 hrs. despues) DE 1/2 cm. DE ESPESOR MEZCLA 1:3 Y CUALQUIER "CANGREJERA " QUE PUDIERA PRESENTARSE EN EL REVES CON MEZCLA 1:3 MANERA INDICADA PARA LOS MUROS. ESPECIFICACIONES ACERO fy = 4200 kg/cm² MUROS Y FONDO BUZON TIPO I y II f'c = 175 kg/cm² BUZON INDICADA EN LAS ESPECIFICACIONES DEL PROYECTO LA ARMADURA SE COLOCARA DE ACUERDO CON LA PROFUNDIDAD DEL Zunchos Ø Nº 16 A TUBERIA ZONA DE INGRESO REFUERZO ADICIONAL EN ±0.00 NIV. PAVIM. f'c = 210 kg/cm² h2=<> h1=<> <> 5 5 <> Profundidades: h>3.00m ESC: 1/20 DETALLE DE BUZON TIPO II ±0.00 TNT Ø 3/8" @ .25 ANCLAJE VER DETALLE TIPICO DE EMPALME A BUZON Ø 3/8" @ .25 ±0.00 TNT CORTE B-B 0.15 0.15 0.15 0.15 VARIABLE DIAMETRO COLECTOR DN DIAMETRO DEL BUZON d 1/2" @ 0.20m D = .60 a b c b (PARA BUZONES TIPO II) LOSA DE FONDO f'c = 210 kg/cm² LOSA DE TECHO (PARA BUZONES TIPO I Y II) ARMADURA INFERIOR VER DETALLE ±0.00 NIV. PAVIM. ±0.00 TNT <> 5 h2=<> PROFUNDIDAD <= 3.00 m h1=<> 0.15 0.15 0.15 \A1;DIAMETRO COLECTOR VARIABLE B 5 DE ALCANTARILLADO DETALLE: Esc: 1/10 4 6 2 3 PLANTA CONEXION DOMICILIARIA 4 6 5 3 PERFIL Esc: 1/10 7 8 1 8 1 DETALLE DE CAJA DE DESAGUE DETALLE DE TAPA DE BUZON Zunchos Ø Nº 16 Zunchos Ø Nº 16 SE DEBE CONSIDERAR UN NIPLE DE 1.00M. DE LONGITUD AL INGRESO Y SALIDA DE LAS TUBERIAS DE LOS BUZONES Niple: L=1.00m Niple: L=1.00m LAS UBICACION DE LAS TAPAS DE LOS BUZONES SE CONSIDERARA DE LA SIGUIENTE MANERA: NOTA: H Bz. < 3.00 LA TAPA SE UBICARA AL CENTRO H Bz. > 3.00 LA TAPA SE UBICARA AL COSTADO EN FUNCION AL SENTIDO DEL FLUJO DEL TECHO DEL BUZON h CODO PVC DESAGUE UF DN 200mm x 90º ANCLAJE DE Cº f'c=140 Kg/cm2 50 x 50 x 50 g f NIPLE PVC S-20 DE 200mm x LONG. VARIABLE ABRAZADERA DE ALUMINIO e d CODO PVC DESAGUE UF DN 200mm x 45º c NIPLE PVC S-20 DE 200mm x 45º YEE PVC DERIVACION DE 200 x 45° b MATRIZ PVC ISO 4435 S-20 DN 200mm a LISTA DE MATERIALES ITEM DESCRIPCION 6 5 5 5 5 5 5 5 5 5 5 Tapa Marco Modulo Intermedio Modulo Base 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ISOMETRICO DE MARCO - CUERPO Y BASE SEDACHIMBOTE 5 5 5 Marco 5 5 5 5 5 5 5 5 5 5 5 5 TAPA MARCO MODULO INTERMEDIO MODULO BASE 5 5 5 5 5 5 5 5 5 Marco SEDACHIMBOTE Tapa Marco Modulo Intermedio 5 5 5 Modulo Base EL CEMENTO A UTILIZAR PARA TODAS LAS CAMARAS DE INSPECCION, INCLUIDO LOS DADOS DE EMPALME SERAN DEL TIPO V. ±0.00 TNT DE EMPALME A BUZON VER DETALLE TIPICO ANCLAJE ±0.00 TNT 5 5 5 5 0.60<h<1.10 DETALLE DE BUZONETAS Tapa de Concreto Marco de FºFº Ø 3/8" @ .25 5 Tapa de Concreto 5 5 5 5 5 PLANTA SECCION EL CONTRATISTA DEBERA ENTREGAR A LA EPS UNA ESCALERA DE ALUMINIO POR CADA BUZON MAYOR DE 3.00 DE ALTURA. a b b c d a b c b d 1Ø3/8" 5 5 0.80 0.80 0.40 0.40 0.45 0.45 0.50 0.50 1.50 1.40 1.30 0.80 0.80 0.80 1.25 0.80 0.80 0.80 1.25 0.80 d 1/2" @ 0.20m LOSA DE FONDO LOSA DE FONDO 1.00 1.35 1.55 1.60 1.6 1.35 1 0.80 1.25 1.45 1.55 1.50 1.45 1.30 0.80 1.10 1.50 1.70 1.20 1.20 1.20 1.7 1.50 1.15 0.9 0.9 0.55 0.55 0.45 0.45 1.85 1.75 1.60 1.35 0.95 1.95 1.80 0.70 0.70 5 5 5 Tapa CAD: ESCALA: FECHA: : : : Provincia Región Distrito Ubicacion: : C. P. : INDICADO N%%° L%%ámina: Plano : N° Correlativo: Proyectista : Aprovado: D.A.R.S. JUNIO. 2013 SISTEMA DE DESAGUE Proyecto: COD. SNIP \W0.30054; DETALLE DE BUZONES SD/DB-01 24A

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, boxes, cuts, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, health, installation, l'approvisionnement en eau, la sant, le gaz, lifts, machine room, mailboxes, maquinas, maschinenrauminstallations, networks, plant, provision, Sanitary, sewage, wasser bestimmung, water