Foundation Plan Of A Building Type Includes Social Interest DWG Plan for AutoCAD

Foundation Plan Of A Building Type Includes Social Interest DWG Plan for AutoCAD

Plane armed concrete footings; foundation slab; mezzanine and roof; details of the construction system and everything you need to build .

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

access, var no, axis, bayonet, welded Mesh, vertical wall reinforcement, of block hollow of cement, with rod of each, third piece drowned in, hollow block wall, of cement, concrete., third row, reinforcement ladder, castle, var no block, drowned in concrete, row, reinforcement ladder, castle, ramp, paw print, camber, of foundation, of vr., of vr. l.i., mezzanine slab reinforcement, cms level: level: level:, Filling material, mezzanine lock chain, see section armored, bayonet, walking stick, structural axes, concrete slab f’c, access, goes up, access, access, access, goes up, access, access, Location, content, owner projected:, upgrade:, constructor, firm, date:, scale:, project’s name, draft, lamina no., do not., d.r.o., key, place:, graphic scale, observations, revised:, description, finished, prototype, Location, content, owner projected:, upgrade:, constructor, firm, date:, scale:, project’s name, draft, lamina no., do not., d.r.o., key, place:, graphic scale, observations, revised:, description, finished, prototype, foundations. option cement slab cms, and. do not, canes, armex, of the, detail of foundation slab, var no cm, double grill, both senses, castles, staircase detail, kind, mts, mts, mts, armed, cross, longitudinal, long, long, intermediate shoe, concrete template cms thick f’c, wall of enrase with tabicon, of concrete. variable height, chain, minimum level, deplorable, and. do not, shoe table, construction system for reinforcement in walls, isometric, raised, foundations. option reinforced concrete shoes, do not., and. do not, and. do not, mezzanine floorboards, construction system for reinforcement in walls, isometric, raised, armex, of the, var no cm, double grill, both senses, castles, of the, intermediate chain, detail slab on tray, cane ballon on slab, do not., and. do not, and. do not, roof roofing, roof slab reinforcement, cms

Raw text data extracted from CAD file:

A ACCESO CT-1 VAR No 3 EJE EJE BAYONETA L/5 L CT-1 0.5000000000001137 5 0.2000000000001592 MALLA ELECTROSOLDADA 6-6/10-10 REFUERZO VERTICAL EN MURO DE BLOCK HUECO DE CEMENTO CON VARILLA DE 3/8" A CADA TERCER PIEZA AHOGADA EN MURO DE BLOCK HUECO DE CEMENTO DE 20x20x40cm. CONCRETO. @ TERCER HILADA ESCALERILLA DE REFUERZO CASTILLO VAR No 3 @ 2do BLOCK AHOGADOS EN CONCRETO @ 3era HILADA ESCALERILLA DE REFUERZO CASTILLO RAMPA 0.10 HUELLA PERALTE 0.20 0.40 0.50 0.25 0.20 -251.015205149098 -251.015205149098 -251.015205149098 -251.015205149098 -251.015205149098 \A1;Losa de cimentacion \A1;refuerzo de vr. d\S3#8;\H1.429x;" @0.30 \A1;refuerzo de vr. d\S3#8;\H1.429x;" @0.20 \A1;refuerzo de vr. d\S3#8;\H1.429x;" @0.20 L.i. ARMADO DE LOSA DE ENTREPISO e = 10 CMS Nivel: + 2.70 \W8.28157; Nivel: + 5.40 \W8.28157; Nivel: + 8.10 MATERIAL DE RELLENO CADENA O TRABE DE ENTREPISO ( VER ARMADO O SECCION ) L (LONGITUD A EJES) BAYONETA L/5 BASTON L/4 EJES ESTRUCTURALES LOSA DE CONCRETO F'c = 200 KG/CM2 7.90 7.36 7.90 7.36 0.30 7.90 7.36 7.90 7.36 0.30 7.90 7.36 7.90 7.36 0.30 7.90 7.36 7.90 7.36 1 3 4 5 6 2 A B D C 1 2 3 4 5 6 14 13 12 11 10 15 7 16 A B D C 8 5 5 12 10 9 8 7 11 A B D C 5 5 9 1 3 4 5 6 2 A B D C 5 1 2 ACCESO SUBE 3 4 5 6 14 13 12 11 10 15 7 16 A B D C ACCESO 8 5 5 12 10 9 8 7 11 A B D C ACCESO 5 5 9 1 3 4 5 6 2 A B D C 5 1 2 3 4 5 6 14 13 12 11 10 15 7 16 A B D C 8 5 5 12 10 9 8 7 11 A B D C 5 5 9 1 3 4 5 6 2 A B D C 5 1 2 ACCESO SUBE 3 4 5 6 14 13 12 11 10 15 7 16 A B D C ACCESO 8 5 5 12 10 9 8 7 11 A B D C ACCESO 5 5 9 UBICACION CONTENIDO PROPIETARIO Y PROYECTÓ: ACTUALIZACION: CONSTRUCTORA 1 : 50 Firma FECHA: ESCALA: NOMBRE DEL PROYECTO PROYECTO LAMINA NO. No. D.R.O. CLAVE AC-01 LUGAR: ESCALA GRAFICA 0 0.50 1 2 3 5 OBSERVACIONES 4 REVISO: DESCRIPCION ACABADOS PROTOTIPO 2R / 57 4N UBICACION CONTENIDO PROPIETARIO Y PROYECTÓ: ACTUALIZACION: CONSTRUCTORA Firma FECHA: ESCALA: NOMBRE DEL PROYECTO PROYECTO LAMINA NO. No. D.R.O. CLAVE AC-01 LUGAR: ESCALA GRAFICA 0 0.50 1 2 3 5 OBSERVACIONES 4 REVISO: DESCRIPCION ACABADOS PROTOTIPO 2R / 57 4N K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-1 CIMENTACION. OPCION 2. LOSA DE CIMENTACION e = 20 CMS 4 Ø N° 4 CT-1 E. No 3 A G 8 @ 10 8 @ 10 BASTONES 3 Ø No 4 0.25 0.50 2 Ø N° 3 (Adicionales) 0.12 0.12 K - 0 ARMEX 0.30 0.12 E DEL N° 2 @ 15 K - 1 2 Ø N° 3 C 4 Ø N° 4 8 @ 10 8 @ 10 @20 @20 4 Ø N° 4 12x12 -4 DETALLE CT-1 Y LOSA DE CIMENTACION 0.15 L MC VAR No 3 @ 30 CM DOBLE PARRILLA AMBOS SENTIDOS A "TRES BOLILLOS" CASTILLOS TIPO DETALLE ESCALERA K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-1 ZC - 2 TIPO A MTS B MTS H MTS ARMADO TRANSVERSAL LONGITUDINAL 0.80 0.15 No 3 @ 18 3 Ø No 3 ZC - 1 0.60 0.15 No 3 @ 20 3 Ø No 3 ZC - 3 1.00 LONG 0.15 No 3 @ 12 4 Ø No 3 LONG LONG ZAPATA "TIPO" INTERMEDIA A h H PLANTILLA DE CONCRETO 5 cms DE ESPESOR F'C = 100 KG/CM² MURETE DE ENRASE CON TABICON DE CONCRETO. ALTURA VARIABLE CADENA DE DESPLANTE NIVEL MINIMO DE DESPLANTE 1.00 M CD 2 Ø N° 4 2 Ø N° 4 0.20 0.15 E. No 2 @ 18 TABLA DE ZAPATAS SISTEMA CONSTRUCTIVO PARA REFUERZO EN MUROS ISOMETRICO ALZADO CIMENTACION. OPCION 1. ZAPATAS DE CONCRETO ARMADO CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-2 TE-2 TE-2 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-2 TE-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-2 TE-2 TE-2 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 2 Ø N° 4 2 Ø No. 4 TE - 1 E. No 2 @ 20 0.15 0.30 2 Ø N° 3 (Adicionales) 2 Ø N° 4 TE - 2 E. No 2 @ 20 9 10 5 @ 10 5 @ 10 2 Ø N° 4 TRABES DE ENTREPISO 0.15 0.30 2 Ø N° 3 (Adicionales) SISTEMA CONSTRUCTIVO PARA REFUERZO EN MUROS ISOMETRICO ALZADO 0.12 0.12 K - 0 ARMEX 0.30 0.12 E DEL N° 2 @ 15 2 Ø N° 3 K - 1 4 Ø N° 4 12x12 -4 0.15 L MC VAR No 3 @ 30 CM DOBLE PARRILLA AMBOS SENTIDOS A "TRES BOLILLOS" CASTILLOS TIPO 0.15 0.15 E DEL N° 2 @ 20 4 Ø N° 3 CI CADENA INTERMEDIA DETALLE LOSA EN CHAROLA BASTON Y BALLONETA EN LOSA 2 Ø N° 4 2 Ø No. 4 TA - 1 E. No 2 @ 20 0.15 0.30 2 Ø N° 3 (Adicionales) 2 Ø N° 4 TE - 2 E. No 2 @ 20 9 10 5 @ 10 5 @ 10 2 Ø N° 4 TRABES DE AZOTEA 0.15 0.30 2 Ø N° 3 (Adicionales) ARMADO DE LOSA DE AZOTEA e = 10 CMS K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-2 TE-2 TE-2 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-2 TE-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-2 TE-2 TE-2 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1 TE-1

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, base, building, concrete, construction, details, DWG, footings, FOUNDATION, foundations, fundament, includes, interest, mezzanine, plan, plane, roof, slab, social, type