Details Mezzanine DWG Detail for AutoCAD

Prestressed Girders mezzanine

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

mm. of cant, prestressed girder, mmd, type p.c., strings, joist, block, joist, block, joist, block, joist, block, slab, joist, block, joist, block, joist, block, slab, mezzanine, diaphragm, typical mezzanine details, n. p.t., scale:, mezzanine detail, scale:, section, mezzanine diaphragm, scale:, section, mezzanine diaphragm, scale:, section, mezzanine diaphragm, scale:, section, mezzanine diaphragm, scale:, mezzanine detail, scale:, mezzanine detail, scale:, mezzanine detail, slab of, concrete, welded from, picture, mesh, mm, of p.c., Similary, block type, type p.c., strings, mm of cant, mmd, prestressed girder, slab of, concrete, welded from, picture, mesh, mm, of p.c., Similary, block type, type p.c., strings, mm of cant, mmd, prestressed girder, welded from, picture, mesh, mm, slab of, concrete, type p.c., strings, mm of cant, mmd, prestressed girder, of p.c., Similary, block type, slab, of p.c., Similary, block type, welded from, picture, mesh, mm, slab of, concrete, between, joists, hoops, slab of, concrete, welded from, picture, mesh, mm, type p.c., strings, mm of cant, mmd, prestressed girder, of holes in, the joists, crosses, n. p.t., between, joists, hoops, slab of, concrete, welded from, picture, mesh, mm, type p.c., strings, mm of cant, mmd, prestressed girder, of holes in, the joists, crosses, slab of, concrete, between, joists, hoops, welded from, picture, mesh, mm, type p.c., strings, mm of cant, mmd, prestressed girder, of holes in, the joists, crosses, type p.c., strings, mm of cant, mmd, prestressed girder, of holes in, the joists, crosses, slab of, concrete, between, joists, hoops, welded from, picture, mesh, mm, section, scale:, section, scale:, mezzanine, heat transfer hours, structural fire resistance minimum hours, mezzanine, heat transfer hours, structural fire resistance minimum hours, mezzanine, heat transfer hours, structural fire resistance minimum hours, mezzanine, heat transfer hours, structural fire resistance minimum hours

Raw text data extracted from CAD file:

\A1;700 \A1;150 \A1;60 \A1;210 \A1;200 \A1;260 \A1;60 \A1;700 \A1;250 \A1;60 \A1;310 \A1;700 \A1;150 \A1;700 \A1;200 \A1;200 \A1;260 \A1;60 \A1;200 \A1;200 \A1;60 \A1;260 \A1;200 \A1;150 \A1;60 \A1;210 \A1;200 \A1;200 \A1;110 \A1;310 \A1;200 \A1;150 \A1;200 \A1;200 \A1;60 \A1;260 5 5 5 5 5 5 5 5 5 5 5 5 200 MM. DE PERALTE VIGUETA PRETENSADA DE 9.5 MMd TIPO P.C. 1/1 TORONES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGUETA 150 BLOQUE 200 VIGUETA 150 BLOQUE 150 VIGUETA 200 BLOQUE 200 VIGUETA 200 BLOQUE 250 LOSA 60 5 VIGUETA 200 BLOQUE 250 VIGUETA 150 BLOQUE 150 VIGUETA 200 BLOQUE K 200 LOSA 100 LOSA 100 ENTREPISO DIAFRAGMA DETALLES TIPICOS DE ENTREPISO 5 N. P.T. N. P.T. N. P.T. N. P.T. N. P.T. N. P.T. N. P.T. 1:10 ESCALA: DETALLE DE ENTREPISO E4 ESCALA: SECCION 1-1 DIAFRAGMA DE ENTREPISO 1:10 ESCALA: SECCION 1-1 DIAFRAGMA DE ENTREPISO 1:10 ESCALA: SECCION 1-1 DIAFRAGMA DE ENTREPISO 1:10 ESCALA: SECCION 1-1 DIAFRAGMA DE ENTREPISO 1:10 1:10 ESCALA: DETALLE DE ENTREPISO E3 1:10 ESCALA: DETALLE DE ENTREPISO E2 1:10 ESCALA: DETALLE DE ENTREPISO E1 LOSA DE CONCRETO SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM DE P.C. O SIMILAR BLOQUE TIPO O TIPO P.C. 1/1 TORONES 150 MM DE PERALTE 9.5 MMd VIGUETA PRETENSADA DE LOSA DE CONCRETO SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM DE P.C. O SIMILAR BLOQUE TIPO A TIPO P.C. 1/1 TORONES 200 MM DE PERALTE 9.5 MMd VIGUETA PRETENSADA DE SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM LOSA DE CONCRETO TIPO P.C. 1/1 TORONES 150 MM DE PERALTE 9.5 MMd VIGUETA PRETENSADA DE DE P.C. O SIMILAR BLOQUE TIPO A LOSA 60 LOSA 60 LOSA 60 DE P.C. O SIMILAR BLOQUE TIPO U SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM LOSA DE CONCRETO 2#3 ENTRE VIGUETAS 3 AROS #2 LOSA DE CONCRETO SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM TIPO P.C. 1/1 TORONES 150 MM DE PERALTE 9.5 MMd VIGUETA PRETENSADA DE DE HUECOS EN LAS VIGUETAS 1#4, A TRAVES 5 5 5 5 N. P.T. 2#3 ENTRE VIGUETAS 3 AROS #2 LOSA DE CONCRETO SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM TIPO P.C. 1/1 TORONES 200 MM DE PERALTE 9.5 MMd VIGUETA PRETENSADA DE DE HUECOS EN LAS VIGUETAS 1#4, A TRAVES LOSA DE CONCRETO ENTRE VIGUETAS 3 AROS #2 2#3 SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM TIPO P.C. 1/1 TORONES 150 MM DE PERALTE 9.5 MMd VIGUETA PRETENSADA DE DE HUECOS EN LAS VIGUETAS 1#4, A TRAVES TIPO P.C. 1/1 TORONES 200 MM DE PERALTE 9.5 MMd VIGUETA PRETENSADA DE DE HUECOS EN LAS VIGUETAS 1#4, A TRAVES LOSA DE CONCRETO ENTRE VIGUETAS 3 AROS #2 2#3 SOLDADA DE 4.8 MMd,EN CUADROS MALLA ELECTRO- DE 150 X 150 MM SECCION ESCALA: 1 S04 1:10 SECCION ESCALA: 1 S04 1:10 ENTREPISO PRETENSADO, RESISTENCIA A LA TRANSFERENCIA DE CALOR 1.5 HORAS RESISTENCIA ESTRUCTURAL AL FUEGO 2 HORAS MINIMO ENTREPISO PRETENSADO, RESISTENCIA A LA TRANSFERENCIA DE CALOR 1.5 HORAS RESISTENCIA ESTRUCTURAL AL FUEGO 2 HORAS MINIMO ENTREPISO PRETENSADO, RESISTENCIA A LA TRANSFERENCIA DE CALOR 1.5 HORAS RESISTENCIA ESTRUCTURAL AL FUEGO 2 HORAS MINIMO ENTREPISO PRETENSADO, RESISTENCIA A LA TRANSFERENCIA DE CALOR 1.5 HORAS RESISTENCIA ESTRUCTURAL AL FUEGO 2 HORAS MINIMO