Ecological Sanitary DWG Section for AutoCAD

Ecological Sanitary DWG Section for AutoCAD

Sanitary ecological – Plant – Sections

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

Huixtan, Teaspoon, localization map, San Cristobal, Ocassion, Kms., Fra. Mexiquito, Onilja, good view, Saint Rose, Locality under study, Reference location, Paved road, Terraced road, Amatenango Valley, Kms., Chanal, Natilton, They eat, Head of the project department, Ing. Carmen villatoro guillen, Ing. Tirso costs guillen, Building design s.a. Of c.v., sole administrator, Ing. Manuel de Jesus Gutierrez, Head of the project office, Ing. Mario bustamante grajales, Director general of the state commission of, Responsible for the direction of studies projects, Ing. Jorge Consospo Cerda, Water sanitation, such, commission, saint, Water, Then, I am, Chiapas, Ceas, quantity, amounts of work, Mm aggregate. Membrane-cured vibration., With a cm slump. Maximum size of the, The floor slab concrete will be dosed to obtain a strength of, All dimensions are in meters except those indicated in another unit, Festergral integral for each bag of similar cement, All the concrete used in the will be added waterproofing, The materials will be subject to the specifications of the, Placed up to fourteen except in the case of using accelerators of, Covered will retire the seven strategically leaving props, The wall structure can be removed three days from the slab of, Serving, Wood frame for non-apparent finish, State Goverment., excavation, Notes:, No struts will be required., Block wall of cm. Esp., Wooden frame contact area, welded Mesh, Compacted stuffing, concrete, unity, Flattened with mortar, camera, Cup, Migrant, Of cement cello, From block, Tubular shear gate, Cm., Reinforced concrete slab with welded mesh of cm., Concrete, Compacted, Concrete, T.n., Galvanized, Reinforced concrete, Reinforced concrete with welded mesh, of wood, To place the cup, Floor of the chambers, Esc., Of absorption, House plant, Esc., Cut to ‘, Esc., Step detail, Esc., Deck slab detail, Esc., Isometric of the chambers, Esc., Imp. Sup With mortar, Zinc galvanized sheet, Hollow block walls

Raw text data extracted from CAD file:

HUIXTAN TEOPISCA CROQUIS DE LOCALIZACION A SAN CRISTOBAL A OCOSINGO 4.50 KMS. 1.00 KMS. 5.00 KMS. 4.00 KMS. 3.00 KMS. 4.00 KMS. FRA. MEXIQUITO ONILJA BUENAVISTA SANTA ROSA LOCALIDAD EN ESTUDIO LOCALIDAD DE REFERENCIA CARRETERA PAVIMENTADA CARRETERA DE TERRACERIA AMATENANGO DEL VALLE 18.00 KMS. 4.00 KMS. CHANAL NATILTON A COMITAN \A1;0.15 \A1;0.15 \A1;1.10 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.80 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.25 \A1;2.05 \A1;0.15 \A1;0.15 \A1;1.10 \A1;0.80 \A1;1.75 \A1;2.05 \A1;0.70 \A1;0.53 \A1;0.53 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.08 \A1;0.08 \A1;0.80 \A1;2.00 \A1;1.10 \A1;1.20 \A1;0.49 \A1;0.42 \A1;2.05 \A1;0.30 \A1;0.05 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.80 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;2.10 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.80 \A1;0.08 \A1;1.10 \A1;2.05 JEFE DEL DEPARTAMENTO DE PROYECTOS ING. CARMEN VILLATORO GUILLEN C O M I S I O N E S T A T A L D E A G U A Y S A N E A M I E N T O ING. TIRSO CUESTA GUILLEN PROYECTO, DISEÑO Y CONSTRUCCION S.A. DE C.V. ADMINISTRADOR UNICO ING. MANUEL DE JESUS GUTIERREZ JEFE DE LA OFICINA DE PROYECTOS ING. MARIO BUSTAMANTE GRAJALES DIRECTOR GENERAL DE LA COMISION ESTATAL DE ENCARGADO DE LA DIRECCION DE ESTUDIOS Y PROYECTOS ING. JORGE CONSOSPO CERDA AGUA Y SANEAMIENTO tal Es ta Comision San Agua de y ento eami CHIAPAS CEAS \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; CANTIDAD CANTIDADES DE OBRA AGREGADO DE 20 mm. (3/4") VIBRADO Y CURADO CON MEMBRANA. f'c=200 kg/cm2 CON UN REVENIMIENTO DE 6 A 10 cm. Y TAMAÑO MAXIMO DEL - EL CONCRETO EN LOSA DE PISO SE DOSIFICARA PARA OBTENER UNA RESISTENCIA DE - TODAS LAS ACOTACIONES ESTAN EN METROS EXCEPTO LAS INDICADAS EN OTRA UNIDAD INTEGRAL (APLICAR 1.5kg. DE FESTERGRAL POR CADA SACO DE CEMENTO SIMILAR - A TODO EL CONCRETO EMPLEADO EN LA ESTRUCTURA, SE LE ADICIONARA IMPERMEABILIZANTE - LOS MATERIALES Y LA MANO DE OBRA SE SUJETARAN A LAS ESPECIFICACIONES DEL COLOCADOS HASTA LOS CATORCE DIAS, SALVO EN EL CASO DE USAR ACELERANTES DE CUBIERTO SE RETIRARA A LOS SIETE DIAS, DEJANDO PUNTALES ESTRATEGICAMENTE - LA CIMBRA DE MUROS PODRA SER RETIRADA A LOS TRES DIAS DEL COLADO; EN LOSA DE \A1; \A1; \A1; \A1; \A1; A LA PORCION CORRESPONDIENTE) - SE UTILIZARA CIMBRA DE MADERA PARA ACABADO NO APARENTE GOBIERNO DEL ESTADO. - EXCAVACION \A1; \A1; NOTAS: FRAGUADO, NO SE REQUERIRAN PUNTALES. - MURO DE BLOCK HUECO DE 15 CM. ESP. - CIMBRA DE MADERA AREA DE CONTACTO - MALLA ELECTROSOLDADA 66.10.10 - RELLENO APISONADO Y COMPACTADO - CONCRETO F'C= 200 KG/CM2 C O N C E P T O 0.26 M3 2.29 M2 18.17 M2 2.56 0.48 0.19 M3 M2 M3 UNIDAD \A1; 83.21324380975204 64.20823888820223 73.71324380975193 73.71324380975204 71.91954849301874 73.71324380975193 75.40537085932772 73.69657869388527 73.71324380975193 73.15976656273278 72.35074380975198 73.71324380975193 73.71324380975193 73.71324380975193 73.71324380975193 73.71324380975193 74.51117751544007 74.51117751544007 74.51117751544007 74.51117751544007 76.03467161579397 74.51117751544007 74.51117751544007 74.51117751544007 74.51117751544007 74.51117751544007 74.51117751544007 74.51117751544007 74.51117751544007 74.51117751544007 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 16.54383892854207 APLANADO CON MORTERO CEM-AR 1:3 CAMARA CAMARA TAZA TAZA MIGITORIO 28.23100202251112 28.23100202251112 28.23100202251112 73.71324380975193 73.71324380975193 28.23100202251112 28.23100202251112 \A1;MURO DE CELOCIA DE CEMENTO \A1;MURO DE BLOCK PUERTA DE HERRERIA TUBULAR 28.23100202251112 \A1;ARMEX 13X13 CM. LOSA DE CONCRETO F'C=200 KG/CM2 ARMADO CON MALLA ELECTROSOLDADA DE 10X10 CM. \A1;FIRME DE CONCRETO F'C=150 KG/CM2 \A1;FIRME DE CONCRETO F'C=150 KG/CM2 \A1;FIRME DE CONCRETO F'C=150 KG/CM2 30.88700821499378 30.88700821499378 30.88700821499378 30.88700821499378 \A1;RELLENO COMPACTADO \A1;BLOCK DE CONCRETO T.N. T.N. \A1;LAMINA GALVANIZADA \A1; \A1; 21.27216495779248 21.27216495779248 21.27216495779248 21.27216495779248 \A1;TAPA DE CONCRETO ARMADO \A1;TAPA DE CONCRETO ARMADO \A1;TAPA DE CONCRETO ARMADO CON MALLA ELECTROSOLDADA 66.10.10 \A1;MOLDES DE MADERA \A1;MOLDES DE MADERA \A1;ORIFICIOS PARA COLOCAR LA TAZA \A1; PLANTA DE LAS CAMARAS ESC. 1:20 \A1;POZO DE ABSORCION \A1;POZO DE ABSORCION PLANTA DE LA CASETA ESC. 1:20 A A' CORTE A - A' ESC. 1:20 DETALLE DE ESCALONES ESC. 1:20 DETALLE DE LOSA DE CUBIERTA ESC. 1:20 ISOMETRICO DE LAS CAMARAS ESC. 1:20 - IMP. SUP. CON MORTERO CEM-AR 1:3 - LAMINA GALVANIZADA ZINTRO 0-750 11.42 M2 5.74 M2 MUROS DE BLOCK HUECO

Language	Spanish
Drawing Type	Section
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, DWG, ecological, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plant, provision, Sanitary, section, sections, wasser bestimmung, water