Mailboxes And Mailbox DWG Block for AutoCAD

Mailboxes And Mailbox DWG Block for AutoCAD

Plano flow direction; designed for the housing ministry – Peru

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

ministry, building, sanitation, National direction of sanitation, Pilot project for water sanitation in small cities, Ministry of Housing, To pronounce national water program rural sanitation, approved by:, reviewed by:, flat:, designer:, scale:, Ljj general contractors s.r.l., Household drainage connections, date:, may, flat:, Odr, Arr, Detail of pipe manifold with shunt chair in yee in, Note: the chair must be secured with solder while it is rigging a clamp is placed to secure the chair., Expansion of the potable water drainage system in the district town of province of asuncion ancash, Type boot, cut, Type boot, cut, Type boot, cut, Type boot, cut, Home connection to the collector, Home splicing, Domicile, road, platform, manifold, With home connection on tee, With home connection, road, platform, register machine, To the outer fallen inspection buoy, cut, Yee, elbow, Pre-made concrete cover, manifold, Home connection, Hookah, elbow, manifold, tee, elbow, Home connection, Chair splicing detail, your B. Pvc, reduction of, your B. Pvc, concrete, variable, your B. Pvc, concrete, until, until, concrete, Cap, Iron staircase, smooth, Total height, Cap, Sole, Iron staircase, concrete, concrete, Cap, Cap, Sole, your B., Type boot, cut, concrete, Cap, Type boot, cut, Cap, Sole, concrete, your B., Type boot, cut, Type boot, cut, Cap, Iron staircase, smooth, Total height, Cap, Sole, Iron staircase, concrete, your B., concrete, Type boot, cut, Type boot, cut, Cap, Iron staircase, smooth, Total height, Cap, Sole, Iron staircase, concrete, your B., concrete, Type boot, cut, Type boot, cut, concrete, Cap, Iron staircase, smooth, Total height, Cap, Sole, Iron staircase, concrete, your B., Type boot, cut, Type boot, cut, concrete, Cap, Iron staircase, smooth, Total height, Cap, Sole, Iron staircase, concrete, your B., Type boot, cut, Type boot, cut, concrete, Cap, Iron staircase, smooth, Total height, Cap, Sole, Iron staircase, concrete, your B., both senses, Iron armor, your B. Pvc, Esc., Letterbox plant, Esc., Lower armor, Esc., Upper armor, your B. Pvc, Note: The reinforcement will be placed according to the depth of the box indicated in the project specifications. The inner surfaces of slab walls will be tarred: with cement mixture sand of cm of thickness finished striped. Maximum hours with mixture of cm. Thick polished finish in case the mailbox is in the water table waterproofing additives will be used in the cement sand mix at the dosage recommended by the manufacturer. The bottom slab must be of reinforced concrete according to design., National direction of sanitation, Ministry of Housing, approved by:, reviewed by:, flat:, designer:, scale:, Mailbox detail sense of mailbox flow, date:, flat:, Plant detail of gutters, Concrete data, Channel, anchorage, Letterbox plant, Channel, National direction of sanitation, Ministry of Housing, Pilot project for water sanitation in small cities, To pronounce national water program rural sanitation, approved by:, reviewed by:, flat:, designer:, scale:, Ljj general contractors s.r.l., Mailbox details, date:, may, flat:, Odr, Arr, Expansion of the potable water drainage system in the district town of province of asuncion ancash

Raw text data extracted from CAD file:

1.20 .20 .20 1.60 .50 .20 2.00 .20 1.20 .20 .20 .50 .30 Ministerio de Vivienda, Construcción y Saneamiento \A1;0.60 \A1;0.15 \A1;1.20 \A1;0.15 \A1;H= 1.00 m \A1;90° \A1;0.15 \A1;Variable \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.60 \A1;0.15 \A1;45° \A1;45° DIRECCION NACIONAL DE SANEAMIENTO PROYECTO PILOTO DE AGUA Y SANEAMIENTO EN PEQUEÑAS CIUDADES MINISTERIO DE VIVIENDA PRONASAR - PROGRAMA NACIONAL DE AGUA Y SANEAMIENTO RURAL CDD-01 APROBADO POR: REVISADO POR: PLANO: 1 : 25 PROYECTISTA: ESCALA: LJJ Contratistas Generales S.R.L. CONEXIONES DOMICILIARIAS DE DESAGÜE FECHA: MAYO 2014 PLANO: ODR ARR DETALLE DE TUBO COLECTOR CON SILLA DE DERIVACION EN YEE (O EN TEE) NOTA: La silla debe ser asegurada con soldadura PVC, mientras ésta fragua se coloca una abrazadera para fijar la silla. AMPLIACIÓN DEL SISTEMA DE AGUA POTABLE Y DESAGÜE EN LA LOCALIDAD DE RAYAN, DISTRITO DE CHACAS, PROVINCIA DE ASUNCION - ANCASH 1.60 2.40 .60 .85 .15 1.60 .60 .20 1.20 .20 .20 .20 .20 .20 .20 .50 .60 .20 2.40 .50 .60 .50 .20 1.54 2.00 .80 .60 .20 1.20 .50 .60 .50 1.20 .60 1.20 .20 .20 .50 1.20 .20 .20 1.60 .50 .20 .80 .20 .85 .15 1.60 1.60 .10 .20 .80 .20 1.30 1.20 .20 .20 .50 .20 1.20 .20 1.60 1.60 .60 .85 .15 1.60 1.20 .60 .20 1.60 .50 .60 .50 .20 .74 .60 .20 1.20 .20 .20 1.60 .50 1.50 .50 .60 .20 1.90 .50 .60 .50 .20 1.04 .60 .20 .80 .20 .20 1.90 .60 1.20 .20 .20 .50 1.20 .20 .20 1.60 .50 .20 1.50 .20 .30 .85 .15 1.60 1.60 .20 .20 .20 .20 1.20 .20 .20 .50 1.20 .20 .20 1.60 .50 .20 1.70 .20 .30 1.60 2.10 .60 .85 .15 1.60 .60 .20 1.00 .20 .20 .50 .60 .20 2.10 .50 .60 .50 .20 1.24 1.70 2.50 .20 .20 .80 .50 .60 .20 2.90 .50 .60 .50 .20 2.04 .60 .20 1.80 .20 .20 .20 2.90 .60 1.20 .20 .20 .50 1.20 .20 .20 1.60 .50 .20 2.50 .20 .30 .85 .15 1.60 1.60 .20 .20 .20 1.00 .50 .60 .20 3.10 .50 .60 .50 .20 2.24 2.70 1.20 .20 .20 1.60 .50 .20 2.70 .20 .30 1.60 3.10 .60 .85 .15 1.60 .60 .20 2.00 .20 .20 1.20 .20 .20 .50 1.20 .20 .20 .50 1.20 .20 .20 1.60 .50 .20 3.70 .20 .30 1.60 4.10 .60 .85 .15 1.60 .60 .20 3.00 .20 .20 .20 .20 .20 2.00 .50 .60 .20 4.10 .50 .60 .50 .20 3.24 3.70 \A1;\U+2205.60 \A1;\U+2205.60 \A1;20° \U+2205.60 \U+22051.20 \A1;\U+2205.62 \A1;.04 \A1;.05 \U+22051.60 .40 .20 .60 .20 .20 R.60 R.80 \U+22051.60 .40 .20 .60 .20 .20 .40 .20 .60 .20 .20 1.60 5 5 5 25% 25% 5 BUZON TIPO E (2.00m) CORTE X-X 5 5 5 5 5 5 5 5 BUZON TIPO E (2.00m) CORTE Y-Y 5 BUZON TIPO A (0.80m) CORTE X-X BUZON TIPO A (0.80m) CORTE Y-Y 5 5 5 5 \LEMPALME CONEXION DOMICILIARIA AL COLECTOR \LPLANTA \LELEVACION EMPALME DOMICILIARIO A A \LCONEXION DOMICILIARIA CALZADA ANDEN COLECTOR COLECTOR \LCLECTOR CON CONEXION DOMICILIARI A EN TEE \LCOLECTOR CON CONEXION DOMICILIARIA 45° CALZADA ANDEN CAJA DE REGISTRO CAJA DE REGISTRO \LEMPALME AL BUZON DE INSPECCION \l \LCON CAIDA EXTERIOR CORTE A-A YEE 45 CODO 45 CODO 90 H= 1.00 m Tapa de Concreto pre fabricadoto COLECTOR CONEXIÓN DOMICILIARIA Cachimba 90° CODO 45° COLECTOR TEE CODO 45 CONEXIÓN DOMICILIARIA 90° DETALLE DE EMPALME TIPO SILLA (Cachimba) Tub. PVC Ø4" S-25 Reducción de 6" a 4" Tub. PVC Ø 6" S-25 Concreto f'c= 140 kg/cm2 Concreto f'c= 210 kg/cm2 5 Variable 5 0.20 Tub. PVC Ø6" S-25 Concreto f'c= 140 kg/cm2 5 5 5 H 5 5 A(m) B(m) H(m) 0.30 0.60 0.80 0.60 0.40 hasta 1.00 0.60 hasta 1.20 0.60 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Escalinata de fierro Liso 1/2", CP=0.20m, P=0.10m; altura total 1.20 m, ancho=0.50m Asa, d1/4" 5 5 Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 5 5 5 5 5 5 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 Escalinata de fierro Concreto f'c=210 kg/cm2 5 5 5 5 25% 25% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Asa, d1/4" Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 5 5 5 5 Ø 3/8" @ 0.20 TUB. d6" TUB. d6" TUB. d6" BUZON TIPO B (1.20m) CORTE X-X 5 5 5 25% 25% 5 5 5 5 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Asa, d1/4" Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 5 5 5 5 5 BUZON TIPO B (1.20m) CORTE Y-Y 5 5 Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 5 TUB. d6" TUB. d6" 5 5 5 25% 25% 5 BUZON TIPO C (1.50m) CORTE X-X 5 5 5 5 5 5 5 5 BUZON TIPO C (1.50m) CORTE Y-Y 5 5 5 5 5 5 5 f'c=210 kg/cm2 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Escalinata de fierro Liso 1/2", CP=0.20m, P=0.10m; altura total 0.80 m, ancho=0.50m Asa, d1/4" 5 5 Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 5 5 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 Escalinata de fierro Concreto f'c=210 kg/cm2 5 TUB. d6" TUB. d6" Concreto 5 5 5 5 5 25% 25% 5 BUZON TIPO D (1.80m) CORTE X-X 5 5 5 5 5 5 5 5 BUZON TIPO D (1.80m) CORTE Y-Y 5 5 5 5 5 5 5 f'c=210 kg/cm2 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Escalinata de fierro Liso 1/2", CP=0.20m, P=0.10m; altura total 1.00 m, ancho=0.50m Asa, d1/4" 5 5 Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 5 5 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 Escalinata de fierro Concreto f'c=210 kg/cm2 5 TUB. d6" TUB. d6" Concreto 5 5 5 5 5 25% 25% 5 BUZON TIPO F (2.50m) CORTE X-X 5 5 5 5 5 5 5 5 BUZON TIPO F (2.50m) CORTE Y-Y 5 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Escalinata de fierro Liso 1/2", CP=0.20m, P=0.10m; altura total 1.80 m, ancho=0.50m Asa, d1/4" 5 5 Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 5 5 5 5 5 5 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 Escalinata de fierro Concreto f'c=210 kg/cm2 5 TUB. d6" TUB. d6" 5 5 5 25% 25% 5 BUZON TIPO F (2.50m) CORTE X-X 5 5 5 5 5 5 5 5 BUZON TIPO F (2.50m) CORTE Y-Y 5 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Escalinata de fierro Liso 1/2", CP=0.20m, P=0.10m; altura total 2.00 m, ancho=0.50m Asa, d1/4" 5 5 Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 5 5 5 5 5 5 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 Escalinata de fierro Concreto f'c=210 kg/cm2 5 TUB. d6" TUB. d6" 5 5 5 25% 25% 5 BUZON TIPO G (3.70m) CORTE X-X 5 5 5 5 5 5 5 5 BUZON TIPO G (3.70m) CORTE Y-Y 5 5 5 5 5 5 5 Concreto f'c=210 kg/cm2 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 TAPA DE Cº A Ø 3/8" @ 0.175 Ø 3/8" @ 0.20 Escalinata de fierro Liso 1/2", CP=0.20m, P=0.10m; altura total 3.00 m, ancho=0.50m Asa, d1/4" 5 5 Ø 3/8" @ 0.20 TAPA DE Cº A 5 5 5 5 5 5 5 5 5 5 f'c=140KG/CM2, e=4" SOLADO 5 5 5 5 5 5 Escalinata de fierro Concreto f'c=210 kg/cm2 5 TUB. d6" TUB. d6" Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ambos Sentidos Armadura de Fierro @ 1 Ø 3/8" 16 Ø 3/8" 4 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 4 Ø 1/2" 5 5 TUB. d6" PVC ESC. 1:20 PLANTA DE BUZON 2 Ø 1/2" 5 ESC. 1:20 ARMADURA INFERIOR 5 5 y y x x ESC. 1:20 ARMADURA SUPERIOR 5 5 5 TUB. d6" PVC 5 NOTA: La armadura se colocará de acuerdo con la profundidad del buzón que se indiquen en las especificaciones del proyecto. Las superficies interiores de muros y losa serán tarrajeados: 1. Con mezcla 1:5 Cemento : Arena de 1 - 1 1/2 cm de espesor y acabado rayado. 2. Máximo a las 24 horas con mezcla de 1:3 de 1/2 cm. de espesor y acabado pulido en caso que el buzón esté sumergido, en la napa freática se usarán aditivos impermeabilizantes en la mezcla de arena cemento en la dosificación recomendada por el fabricante. La losa de fondo deberá ser de concreto armado segun diseño. DIRECCION NACIONAL DE SANEAMIENTO MINISTERIO DE VIVIENDA DBZ-01 APROBADO POR: REVISADO POR: PLANO: 1 : 1,000 PROYECTISTA: ESCALA: DETALLE DE BUZONES Y SENTIDO DE FLUJO DE BUZONES FECHA: JULIO- 2014 PLANO: PLANTA DETALLE DE CANALETAS 5 5 5 5 5 S=1:4 S=1:4 5 5 5 DADO CONCRETO CANALETA ANCLAJE PLANTA DE BUZON 5 5 5 5 5 S=1:4 S=1:4 5 5 5 5 5 5 CANALETA DIRECCION NACIONAL DE SANEAMIENTO MINISTERIO DE VIVIENDA PROYECTO PILOTO DE AGUA Y SANEAMIENTO EN PEQUEÑAS CIUDADES PRONASAR - PROGRAMA NACIONAL DE AGUA Y SANEAMIENTO RURAL BZ-01 APROBADO POR: REVISADO POR: PLANO: 1 : 20 PROYECTISTA: ESCALA: LJJ Contratistas Generales S.R.L. DETALLES DE BUZONES FECHA: MAYO 2014 PLANO: ODR ARR AMPLIACIÓN DEL SISTEMA DE AGUA POTABLE Y DESAGÜE EN LA LOCALIDAD DE RAYAN, DISTRITO DE CHACAS, PROVINCIA DE ASUNCION - ANCASH

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, designed, direction, DWG, einrichtungen, facilities, flow, gas, gesundheit, Housing, l'approvisionnement en eau, la sant, le gaz, machine room, mailbox, mailboxes, maquinas, maschinenrauminstallations, ministry, PERU, plano, provision, wasser bestimmung, water