Girder And Slab Bovedilla DWG Full Project for AutoCAD

Girder And Slab Bovedilla DWG Full Project for AutoCAD

The file contains a file with architectural and structural floor of a house project room; where you can see the structural as well as details of the plans and specifications cuts well detailed facade and specifications of the same system

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

indicates key axis of cut indicates key cut of plane level change level of completion, castle column trabe diameter e. stirrups no. number f’c concrete strength single compression forces j.c. construction gasket, Location, localization map, street santa cruz, avenue tlahuac, closed, gypsy street, alley, closed, draft:, house room, construction workshop, Bachelor of Architecture, revised:, Specifications:, design:, Location:, localization map:, National University, autonomous from mexico, flat:, college, esc:, arq. solis garduño eleuterio, villanueva flores jonathan, national, autonomous, from Mexico, c.p. deleg. d.f., gypsy street lot col. the nopalera, solid structural slab, of mt. mt., vault, joist, prefabricated, of mt. thick, joist, of mt. thick, prefabricated, mt. mt., block of, Wall, of arming, see detail, main vigua, joist, Change of, address, electric resistance welding, high tensile strength, mesh base steel rods, reinforcement, do not. mt., structure, approx., joist, prefabricated, of mt. thick, of arming, vault, joist, prefabricated, of mt. thick, see detail, main vigua, of mt. mt, main vigua, of arming, see detail, vault, of mt. mt, joist, of mt. thick, prefabricated, min. max., main vigua, of arming, see detail, joist, prefabricated, of mt. thick, vault, of mt. mt, main vigua, see detail, of arming, of mt. mt, vault, of mt. thick, prefabricated, joist, of pomez de, block, min. max., approx., min., block, of pomez de, see detail, main vigua, joist, prefabricated, of mt. thick, vault, of mt. mt, scale, draft:, house room, construction workshop, Bachelor of Architecture, revised:, Specifications:, design:, Location:, localization map:, National University, autonomous from mexico, flat:, college, esc:, arq. solis garduño eleuterio, villanueva flores jonathan, national, autonomous, from Mexico, c.p. deleg. d.f., gypsy street lot col. the nopalera, viged, draft:, house room, construction workshop, Bachelor of Architecture, revised:, Specifications:, design:, Location:, localization map:, National University, autonomous from mexico, flat:, college, esc:, arq. solis garduño eleuterio, villanueva flores jonathan, national, autonomous, from Mexico, c.p. deleg. d.f., gypsy street lot col. the nopalera, viged, presy steel fy, high strength concrete with, vault of, vault of, esc., joist, empty, plant vigueta bovedilla, reinforcing rod with, corrugated rod, of the clear., reinforcing rod with, corrugated rod, of the clear., reinforcing rod with, corrugated rod, of the clear., premex beam, prefabricated concrete, welded Mesh, concrete compression layer, welded Mesh, lock concrete stiffness, joist, premex beam, hollow, partition wall, cut, esc., partition wall, esc., n.p.t., scale, cut by facade, detail, slab on partition wall, detail, slab finish with block cut, esc., reinforcement for wall without continuity, detail, mezzanine, detail, esc., sheet, hoj

Raw text data extracted from CAD file:

A Y' A-2 INDICA EJE CLAVE DEL CORTE INDICA CORTE CLAVE DEL PLANO CAMBIO DE NIVEL NIVEL DE TERMINADO K CASTILLO C COLUMNA T TRABE Ø DIAMETRO E. ESTRIBOS No. NUMERO F'C RESISTENCIA DEL CONCRETO A ESFUERZOS DE COMPRESION SIMPLE J.C. JUNTA CONSTRUCTIVA UBICACION CROQUIS DE LOCALIZACION CALLE SANTA CRUZ AVENIDA TLAHUAC CERRADA S/N. CALLE GITANA CALLEJON S/N. CERRADA S/N. Proyecto: CASA HABITACION TALLER DE CONSTRUCCION LICENCIATURA EN ARQUITECTURA REVISÓ: ESPECIFICACIONES: DISEÑO: Ubicacion: croquis de localizacion: UNIVERSIDAD NACIONAL AUTONOMA DE MEXICO PLANO: UNIVERSIDAD ESC: 1: E.-02 ARQ. SOLIS GARDUÑO ELEUTERIO VILLANUEVA FLORES JONATHAN NACIONAL AUTONOMA DE MEXICO N C.P. 13220, DELEG. TLAHUAC, MEXICO, D.F. CALLE GITANA S/N LOTE 5, COL. LA NOPALERA LOSA MACIZA ESTRUCTURAL 25 /03/2015 1.28 0.48 5.51 2.00 0.48 0.86 4.43 0.86 1.20 5.08 5.51 1.60 1.20 1.28 5.08 1.20 7CA 39.30 2.99 0.64 0.22 0.28 0.28 0.60 20.00 0.80 12.00 0.60 20.70 0.60 14.88 0.60 15.40 0.60 2.00 15.48 16.00 34.08 4.70 30.60 0.60 1.00 12.71 5.29 0.61 2.99 0.62 0.22 0.64 0.80 1.22 0.64 0.24 1.02 0.59 0.20 0.30 DE 0.45 MT. X 0.20 MT. BOVEDILLA VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR VIGUETA DE 0.15 MT. DE GROSOR PREFABRICADA 0.19 MT. X 0.39 MT. BLOCK DE MURO DE ARMADO VER DETALLE VIGUA PRINCIPAL VIGUETA CAMBIO DE DIRECCION SOLDADURA DE RESISTENCIA ELECTRICA DE ALTA RESISTENCIA UNIDAS POR MALLA A BASE DE VARILLAS DE ACERO REFUERZO No. 2 @ 0.15 MT. ESTRUCTUMALLA 0.03 APROX. VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR DE ARMADO BOVEDILLA VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR VER DETALLE VIGUA PRINCIPAL DE 0.45 MT. X 0.20 MT VIGUA PRINCIPAL DE ARMADO VER DETALLE BOVEDILLA DE 0.45 MT. X 0.20 MT VIGUETA DE 0.15 MT. DE GROSOR PREFABRICADA 0.25 MIN. 0.48 MAX. VIGUA PRINCIPAL DE ARMADO VER DETALLE VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR BOVEDILLA DE 0.45 MT. X 0.20 MT VIGUA PRINCIPAL VER DETALLE DE ARMADO DE 0.45 MT. X 0.20 MT BOVEDILLA DE 0.15 MT. DE GROSOR PREFABRICADA VIGUETA 1 2 0.19 X 0.14 X 0.39 DE POMEZ DE BLOCK 0.25 MIN. 0.48 MAX. 0.03 APROX. 0.02 MIN. -33.89937722422589 1 BLOCK DE POMEZ DE 0.19 X 0.14 X 0.39 VER DETALLE VIGUA PRINCIPAL 2 VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR BOVEDILLA DE 0.45 MT. X 0.20 MT \A1;1.20 \A1;0.60 \A1;1.20 \A1;1.20 40 cm ESCALA 1:100 10 9 8 7 6 5 4 3 2 1 0 Proyecto: CASA HABITACION TALLER DE CONSTRUCCION LICENCIATURA EN ARQUITECTURA REVISÓ: ESPECIFICACIONES: DISEÑO: Ubicacion: croquis de localizacion: UNIVERSIDAD NACIONAL AUTONOMA DE MEXICO PLANO: UNIVERSIDAD ESC: 1:100 E.-01 ARQ. SOLIS GARDUÑO ELEUTERIO VILLANUEVA FLORES JONATHAN NACIONAL AUTONOMA DE MEXICO N C.P. 13220, DELEG. TLAHUAC, MEXICO, D.F. CALLE GITANA S/N LOTE 5, COL. LA NOPALERA vigueta y bovedilla 08 /ABRIL /2015. Proyecto: CASA HABITACION TALLER DE CONSTRUCCION LICENCIATURA EN ARQUITECTURA REVISÓ: ESPECIFICACIONES: DISEÑO: Ubicacion: croquis de localizacion: UNIVERSIDAD NACIONAL AUTONOMA DE MEXICO PLANO: UNIVERSIDAD ESC: 1:100 E.-02 ARQ. SOLIS GARDUÑO ELEUTERIO VILLANUEVA FLORES JONATHAN NACIONAL AUTONOMA DE MEXICO N C.P. 13220, DELEG. TLAHUAC, MEXICO, D.F. CALLE GITANA S/N LOTE 5, COL. LA NOPALERA vigueta y bovedilla 08 /ABRIL /2015. 5 5 5 5 5 5 5 5 5 5 K-1 5 5 K-2 5 acero de presfuerzo fy = 17000 kg/cm² concreto alta resistencia con f ‘c = 400 kg/cm². BOVEDILLA DE CEMENTO-ARENA 5 5 bovedilla de cemento-arena 5 ESC. 1:10 VIGUETA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 A B C 5 5 4 5 1' 5 5 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-2 VACIO PLANTA VIGUETA Y BOVEDILLA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1' 2 B 3 5 5 5 baston de refuerzo con varilla corrugada de 1/2 " @ 4 cm a 1 4 del claro. baston de refuerzo con varilla corrugada de 1/2 " @ 4 cm a 1 4 del claro. baston de refuerzo con varilla corrugada de 1/2 " @ 4 cm a 1 4 del claro. vigueta P-13,T-4 premex trabe prefabricada concreto 30x20 F"c =200kg/cm² malla electro soldada 6/6- 10/10 capa de compresión de concreto f´c =200 kg/ cm² capa de compresión de concreto f´c =200 kg/ cm² capa de compresión de concreto f´c =200 kg/ cm² capa de compresión de concreto f´c =200 kg/ cm² malla electro soldada 6/6- 10/10 malla electro soldada 6/6- 10/10 malla electro soldada 6/6- 10/10 trabe rigidez concreto 15x25 F"c =200kg/cm² vigueta P-13,T-4premex vigueta P-13,T-4premex vigueta P-13,T-4 premex vigueta P-13,T-4 premex bovedilla hueca premex bovedilla hueca premex muro de tabique 15x28x10 muro de tabique 15x28x10 CORTE C-C" CORTE D-D" CORTE A-A" CORTE B-B" ESC. 1:20 ESC. 1:10 ESC. 1:20 muro de tabique 15x28x10 ESC. 1:10 N.P.T. + 0.10 Escala 1:25 Corte por fachada 3 DETALLE LOSA SOBRE TABIQUE DIVISORIO DETALLE REMATE DE LOSA CON BLOCK CORTADO ESC. 1:10 REFUERZO PARA MURO SIN CONTINUIDAD DETALLE ARMADO DE ENTREPISO DETALLE ESC. 1:10 HOJA E 2/4 1 HOJA E 2/4 4 Concreto en columna f´c= 250 kg/cm² 5 5 5 5 Concreto en trabes f´c= 250 kg/cm² E#3Ø@7cm en columna 4Ø#5 en columna Concreto en trabe y capa de compresión de losa f´c= 250 kg/cm² Malla electrosoldada 6" x 6" / 10 x10 en medio de la capa de compresion de losa Bovedilla de poliestireno expandido 120 x 50 x 20 cm Vigueta pretensada tipo previ peralte =13cm COLOCACION DE VIGUETA Y BOVEDILLA 40 cm 6-6',10-10' MALLA ELECTROSOLDADA TRABE 3/8" ACERO DE REFUERZO PRETENSADA SEMI-VIGUETA NIVELADORA MADRINA ANCLAJE DE LOSA DE VIGUETA Y BOVEDILLA A TRABE

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	architectural, autocad, barn, cover, dach, DWG, file, floor, full, girder, hangar, house, lagerschuppen, Project, roof, room, shed, slab, slab lightened, structural, structure, terrasse, toit