Boxes, Media And Connecting Rod Home DWG Detail for AutoCAD

Boxes, Media And Connecting Rod Home DWG Detail for AutoCAD

SANITATION SYSTEM BOXES, FOR ROD AND MEDIA DETAILS house connections.

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

variable, Extra reinforcement in the entrance area of ​​pipe, Note: the armor will be placed according to the depth of the mailboxes with smaller heights will be used of the type for mailboxes with higher heights will be used of type b. The interior surfaces of slab walls will be tartered: with cement mixture sand cm thick polished finish. 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., both senses, Iron armor, Type boot, Upper armor, Typical ceiling, Type boot, Lower armor, Prefabricated cover cº aº, concrete, concrete, In channels, In walls, concrete, In mailbox background, Roof tile, Ventilation slot, Prefabricated cover cº aº, concrete, Roof tile, Ventilation slot, Direct flow, Found flow, Perpendicular flow, Convergent flow, Diagonal flow, Direct flow, Start mailbox, Of half reeds, perpendicular, Filler, variable, With its own material compacted in layers of cm, With selected material compacted in layers of cm, With selected hand-compacted sifted material, Support for tub. Selected, natural, Mailbox height, height, Mailboxes, kind, concrete, In channels, concrete, In mailbox background, scale, Note: the armor will be placed according to the depth of the mailboxes with smaller heights will be used of the type for mailboxes with higher heights will be used of type b. The interior surfaces of slab walls will be tartered: with cement mixture sand cm thick polished finish. 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., Discharge pipe, Elbow chair hookah, Main manifold pipe, Concrete anchor c: h, Prefabricated concrete registration box, Prefabricated concrete cover, Concrete cover, prefabricated, Concrete cover, variable, dice, Concrete c: h, Jeb ring, Drainage home connection, plant, cut, Of the lot, Convergent flow, perpendicular

Raw text data extracted from CAD file:

0.05 \U+22050,6 \A1;.15 \A1;1.20 \A1;.15 \A1;1.50 \A1;.20 \A1;h <= 1.50 \A1;.15 \A1;.15 \A1;1.20 \A1;.15 \A1;.30 \A1;.30 \A1;.20 \A1;h > 1.50 \A1;.15 \A1;Ø \A1;Ø \A1;\Q1;\W1;H = VARIABLE \A1;Ø \A1;.10 \A1;.60 \U+22050,6 \A1;3" \A1;0.30 \A1;3" \A1;3" \A1;0.60 \A1;3" \A1;0.15 \A1;VARIABLE \A1;3" \A1;0.60 \A1;3" \A1;0.60 REFUERZO ADICONAL EN ZONA : INGRESO DE TUBERIA NOTA: La armadura se colocará de acuerdo con la profundidad del buzón, para buzones con alturas menores a 1.50m se usaran del tipo A y para Buzones con Alturas mayores a 1.50m se usaran del tipo B. 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 pulido. 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. 2 Ø 5/8" 2 Ø 5/8" Ambos Sentidos Armadura de Fierro @ 15 Ø 3/8" BUZON TIPO A ARMADURA SUPERIOR TECHO TIPICO BUZON TIPO B ARMADURA INFERIOR 4 Ø 3/8" 0.05 2 Ø 3/8" 2 Ø 3/8" 4 Ø 1/2" 5 5 5 5 5 5 h <= 1.50 5 Tapa Prefabricada Cº Aº Concreto f'c=210 kg/cm2 Concreto f'c=175 kg/cm² Concreto f'c=175 kg/cm2 5 5 5 5 5 5 h > 1.50 5 Ø3/8" @ 0.25 Ø3/8" @ 0.20 2% 2% 2% 2% Concreto f'c=100 kg/cm² en canaletas en muros Concreto f'c=140 kg/cm² en fondo buzón Losa techo Ranura de ventilación 1/5" x 3/4" Tapa Prefabricada Cº Aº Concreto f'c=210 kg/cm2 Losa techo Ranura de ventilación 1/5" x 3/4" FLUJO DIRECTO FLUJO ENCONTRADO FLUJO PERPENDICULAR FLUJO CONVERGENTE FLUJO EN DIAGONAL FLUJO DIRECTO BUZON DE INICIO \LDETALLE DE MEDIAS CAÑAS \fArial|b0|i1|c0|p34;\H0.5385x;\lESC. = 1/25 PERPENDICULAR Ø Ø \W8.99699; \Q1.00000;DETALLE DE RELLENO DE ZANAJA \Q1;\W1;H = VARIABLE \Q1;RELLENO CON MATERIAL PROPIO COMPACTADO EN CAPAS DE 20 cm \Q1;\W1;RELLENO CON MATERIAL SELECCIONADO COMPACTADO EN CAPAS DE 10 cm \Q1;RELLENO CON MATERIAL CERNIDO SELECCIONADA COMPACTADO A MANO \Q1;CAMA DE APOYO PARA TUB. TIERRA CERNIDA SELECCIONADA COMPACTADO A MANO \W7.99531; \Q1.00000;E:1/25 \Q1;TERRENO NATURAL Ø 5 \A1;.30 \A1;Ø 5 BZ1 ALTURA DE BUZONES 2.10 2.10 1.20 1.70 1.20 1.70 1.50 1.30 ALTURA (h =mts) B 1.70 1.70 1.70 1.70 1.70 1.70 BUZONES BZ2 BZ3 BZ4 BZ5 BZ6 BZ7 BZ8 BZ9 BZ10 BZ11 BZ12 BZ13 BZ14 TIPO A A A A B B B B B B B B B Concreto f'c=100 kg/cm² en canaletas Concreto f'c=175 kg/cm² en fondo buzón ESCALA :1/25 NOTA: La armadura se colocará de acuerdo con la profundidad del buzón, para buzones con alturas menores a 1.50m se usaran del tipo A y para Buzones con Alturas mayores a 1.50m se usaran del tipo B. 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 pulido. 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. 5 1 TUBERIA DE DESCARGA 2 SILLA O CODO CACHIMBA 3 TUBERIA COLECTOR PRINCIPAL 4 ANCLAJE CONCRETO C:H = 1:6 5 CAJA DE REGISTRO DE CONCRETO PREFABRICADA 6 TAPA DE CONCRETO PREFABRICADA 5 5 1 2 4 3 TAPA DE CONCRETO PREFABRICADO 3" 0.30 3" 3" 0.60 3" 6 5 4 1 2 3 TAPA DE CONCRETO 0.15 VARIABLE 3" 0.60 3" 0.60 DADO CONCRETO C:H 1:6 ANILLO DE JEBE CONEXION DOMICILIARIA DE DESAGUE PLANTA CORTE A - A S/E DEL LOTE FLUJO CONVERGENTE PERPENDICULAR

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, box, boxes, connecting, connections, DETAIL, details, drain, DWG, einrichtungen, facilities, gas, gesundheit, home, house, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, media, provision, rod, Sanitation, system, wasser bestimmung, water