Safe – Safety Pressure Rompre DWG Plan for AutoCAD

Details safes and Safety Break – Pressure and technical specifications. (Plan and section)

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

entry, Pichahca, valve, gate, departure, adapter, male, place, Clamps, For tube fixing, Of drainage., drain, Sifon pvc, Anchorage, plant, Meeting box, Of flows, scale:, concrete, masonry, of stone, Bed of sand, entry, departure, section, Meeting box, Of flows, scale:, Pichahca, Clamps, detail of, Siphon in plant, Rebalse, clamp, scale:, Pvc tube, clamp, Rebalse, Inside the wall, Rebalse, Clamps, Sifon pvc, anchorage, section, scale:, Cover detail, scale:, link, in both ways, padlock, link, note:, Stone masonry should be made of, The following way:, Mortar, Stone ball, The mortar will be made in proportion, Cement river arena., The concrete will be in proportion, Cement: river sand: piedrin de, The interior will be repelled with sabieta, Cement supply: river sand with, A minimum coating of cm. Elevated, interior Exterior., In the lids will leave a necessary unevenness, To drain the rainwater., The ground under the floor slab should be, Perfectly tamped., Will be made an interior design of sand cement, In proportion to waterproofing the, Inner walls of i., section, scale:, section, scale:, plant, Box breakdown, scale:, place, Clamps, For tube fixing, Of drainage., Pichahca, valve, gate, male, adapter, Sifon pvc, Anchorage, drain, departure, entry, Clamps, Sifon pvc, anchorage, departure, concrete, departure, Pichacha, clamp, entry, masonry, of stone, Rebalse

Raw text data extracted from CAD file:

\A1;.25 \A1;.15 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;1.00 \A1;.25 \A1;.15 \A1;.60 \A1;.15 \A1;1.50 \A1;.90 \A1;1.00 \A1;.20 \A1;.25 \A1;1.00 \A1;.25 \A1;.15 \A1;.60 \A1;.15 \A1;.90 \A1;.20 \A1;.58 \A1;.22 \A1;.10 \A1;.22 \A1;1.50 \A1;1.52 \A1;.25 \A1;.80 \A1;.05 \A1;1.52 \A1;.25 \A1;1.50 \A1;.90 \A1;.10 \A1;.20 \A1;.20 \A1;1.00 \A1;.10 \A1;.10 \A1;.12 \A1;.06 \A1;.02 \A1;.01 \A1;.06 \A1;.20 \A1;.02 \A1;.06 \A1;.02 \A1;.01 \A1;.06 \A1;.60 \A1;.20 \A1;.10 \A1;.04 \A1;.06 \A1;.90 \A1;.25 \A1;.50 \A1;.25 \A1;.15 \A1;.60 \A1;.25 \A1;1.00 \A1;.25 \A1;.15 \A1;.40 \A1;.15 \A1;1.50 \A1;.70 \A1;1.00 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;.22 \A1;.92 \A1;.75 \A1;.90 \A1;.15 \A1;.60 \A1;.25 \A1;1.00 \A1;.25 \A1;1.50 \A1;.10 \A1;.20 \A1;1.00 \A1;.10 \A1;.22 \A1;1.52 \A1;.80 \A1;.10 \A1;.20 \A1;1.00 \A1;.10 \A1;.10 \A1;.12 \A1;1.52 \A1;.25 \A1;.50 \A1;.25 \A1;1.00 \A1;.20 \A1;.05 ENTRADA ENTRADA PICHAHCA VALVULA DE COMPUERTA SALIDA ADAPTADOR MACHO COLOCAR ABRAZADERAS DE d 3/8 PRA FIJACION DE TUBO DE DESAGUE. DESAGUE SIFON PVC 2″ ANCLAJE DE 0.30×0.30×0.40 PLANTA CAJA REUNIDORA DE CAUDALES ESCALA: 1 / 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONCRETO MAMPOSTERIA DE PIEDRA LECHO DE ARENA ENTRADA SALIDA AM AM VC SECCION A-A’ CAJA REUNIDORA DE CAUDALES ESCALA: 1 / 50 PICHAHCA ABRAZADERAS 5 5 A’ A B’ B S=1% DETALLE DE SIFON EN PLANTA AM AM VC REBALSE 0.12 ABRAZADERA ESCALA: 1/10 0.05 TUBO PVC ABRAZADERA d3/8″ REBALSE DENTRO DEL MURO REBALSE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ABRAZADERAS d3/8″ SIFON PVC ANCLAJE SECCION B-B’ ESCALA: 1/50 DETALLE DE TAPADERA ESCALA: 1/10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 d3/8″ + ESLABON d1/4″@ d3/8″ @0.20 EN AMBOS SENTIDOS d1/2″ d1/2″ CANDADO d1/2″ 4 d3/8″ + ESLABON d1/4″@ NOTA: LA MAMPOSTERIA DE PIEDRA SE DEBERA HACER DE LA SIGUIENTE MANERA: 33% DE MORTERO 67% DE PIEDRA BOLA EL MORTERO SE HARA EN LA PROPORCION 1:2 CEMENTO : ARENA DE RIO. EL CONCRETO SERA EN LA PROPORCION 1:2:3 CEMENTO: ARENA DE RIO: PIEDRIN DE 1/2 SE REPELLARA EL INTERIOR CON SABIETA PROPORCION 1:2 CEMENTO: ARENA DE RIO CON UN RECUBRIMIENTO MINIMO DE 1.5 cm. Y ALIZADO INTERIOR Y EXTERIOR. EN LAS TAPADERAS SE DEJARA UN DESNIVEL NECESARIO PARA DRENAR EL AGUA DE LLUVIA. EL TERRENO BAJO LA LOSA DEL PISO DEBERA SER PERFECTAMENTE APISONADO. SE REALIZARA UN ALIZADO INTERIOR DE CEMENTO Y ARENA DE RIO EN PROPORCION 1:1, PARA IMPERMEABILIZAR LAS PAREDES INTERNAS DE I. SECCION B-B’ ESCALA: 1/50 SECCION A-A’ ESCALA: 1/50 PLANTA CAJA ROMPEPRECION ESCALA: 1 / 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLOCAR ABRAZADERAS DE d 3/8 PRA FIJACION DE TUBO DE DESAGUE. PICHAHCA VALVULA DE COMPUERTA MACHO ADAPTADOR SIFON PVC 2″ ANCLAJE DE 0.30×0.30×0.40 S=1% 5 5 DESAGUE SALIDA ENTRADA A’ A B’ B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ABRAZADERAS d3/8″ SIFON PVC ANCLAJE SALIDA CONCRETO SALIDA PICHACHA ABRAZADERA ENTRADA MAMPOSTERIA DE PIEDRA REBALSE REBALSE