Reserves Protection DWG Detail for AutoCAD

Reserves Protection DWG Detail for AutoCAD

Reserves protection – Detail with technical specifications

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

meets the norm joins according to a membrane., xxxxxxxxxxxxxxx, xxxxx, xxxxxx, xxxxxxx, legend:, type une formed by:, Cover xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx, dilation joint, drain of rainwater, meet with pocket, l waterproofing, l waterproofing, tab., basic, walls made of reinforced concrete in brick should be waterproof when they are in, Contact with the natural terrain even when a gravel filling is made to facilitate the drainage of the waters, filtered, geotextile separating layer of, layer of gravel for drainage., asphalt primer minimum, Mechanical resistance according to project calculation., Resilient support: in charge of guaranteeing the, asphalt type lamina, armed with polyester felt of, Adhering fully to the support with torch., plastic squeeze, imprison, drainage tube., danofelt, adhered solution, monolayer waterproofing with torch, high freestyle level, protection of soleras, legend:, natural terrain, made of stone, layer of cleaning concrete., asphalt primer minimum, they curide, waterproofing laminate, plastic squeeze, geotextile antipunzonamte layer of, danofelt, sling armada, l waterproofing

Raw text data extracted from CAD file:

CUMPLE LA NORMA UNE 104-402/96. SEGUN MEMBRANA. XXXXXXXXXXXXXXX XX-X XXXXX XXXXXX XXXXXX XXXXXXX LEYENDA: - - - - - - - - - - - - - - - - TIPO XX-X (NORMA UNE 104-402/96 ) FORMADA POR: M DE CUBIERTA XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 2 JUNTA DE DILATACION DESAGUE DE PLUVIALES ENCUENTRO CON PETO L. IMPERMEABILIZANTE. 2.20 L. IMPERMEABILIZANTE. 2.20 kg T.I.S.PN-1.1 FICHA. BASICA 1 3 2 LOS MUROS SOTANOS, REALIZADOS EN HORMIGON ARMADO O EN LADRILLO MACIZO, DEBEN IMPERMEABILIZARSE SIEMPRE, CUANDO ESTEN EN CONTACTO CON EL TERRENO NATURAL O INCLUSO CUANDO SE HAGA UN RELLENO DE GRAVA PARA FACILITAR EL DRENAJE DE LAS AGUAS FILTRADAS. - CAPA SEPARADORA GEOTEXTIL DE 150 gr/m2. - CAPA DE GRAVA PARA DRENAJE. - IMPRIMACION ASFALTICA. Mínimo 0,5 kg/M2. RESISTENCIA MECANICA SEGUN CALCULO DE PROYECTO. - SOPORTE RESISTENTE: ENCARGADO DE GARANTIZAR LA - LAMINA ASFALTICA TIPO LO-40-FP (UNE 104-238), DE OXIASFALTO, ARMADA CON FIELTRO DE POLIESTER DE 130 gr/m2 ADHERIDA TOTALMENTE AL SOPORTE CON SOPLETE. ESTERDAN 40 PLASTICO IMPRIDAN 100 - TUBO DE DRENAJE. DANOFELT 150 SOLUCION ADHERIDA IMPERMEABILIZACION MONOCAPA CON SOPLETE NIVEL FREATICO ALTO PROTECCION DE SOLERAS LEYENDA: 1. TERRENO NATURAL. 2. ENCACHADO DE PIEDRA. 3. CAPA DE HORMIGON DE LIMPIEZA. 4. IMPRIMACION ASFALTICA. Mínimo 0,3 kg/m2. CURIDAN 5. LAMINA IMPERMEABILIZANTE. ESTERDAN 40 PLASTICO 6. CAPA ANTIPUNZONAMTE GEOTEXTIL DE 150 gr/m2. DANOFELT 150 7. LOSA ARMADA. 1 3 2 5 7 L. IMPERMEABILIZANTE. 2.20 4 6

Language	N/A
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic
Measurement Units
Footprint Area
Building Features
Tags	assoalho, autocad, deck, DETAIL, DWG, fliese, fließestrich, floating floor, floor, flooring, fußboden, holzfußboden, piso, plancher, plancher flottant, protection, specifications, technical, tile