Losa Mezzanine DWG Block for AutoCAD

Slab rolled structural steel; galvadeck

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

Location:, owner:, scale:, area of land:, date:, surveyor:, cartoonists:, alexis alexis leonel mena jose rafael, responsable:, arq. alba gladys asturias alba, content, sheet:, responsible professionals, civil engineer, hydraulic engineer, construction manager, responsible builder, indicated, marta isabel guevara de valladares, avenue la lote nc. colonia san ss., scale, columns, beams, beams, pili pipi, spiral, scale, its T., scale, its T. g., scale, scale, shoe, sill, depth see floor study, n.p.t., depth see floor study, scale, plant of, metal galvanized steel mezzanine, Foundation, Location:, owner:, scale:, area of land:, date:, surveyor:, cartoonists:, responsable:, content, sheet:, responsible professionals, civil engineer, hydraulic engineer, construction manager, responsible builder, indicated, lamina galvadeck, composite beam detail

Raw text data extracted from CAD file:

UBICACIÓN: PROPIETARIO: ESCALA: Area del Terreno: FECHA: TOPOGRAFO: DIBUJANTES: Aquino Roque, Alexis Leonel Mena Castaneda, Jose Rafael RESPONSABLE: Arq. Alba Gladys Asturias de Alvarez CONTENIDO 1/4 HOJA: PROFESIONALES RESPONSABLES : Ingeniero civil Ingeniero Hidraulico Director de obra Constructor responsable Indicada 1243.90m² Marta Isabel Guevara de Valladares 07/04/2015 Avenida la Capilla, Lote Nc. 429, Colonia San Benito, SS. 19.64 3.25 3.25 3.32 3.32 3.25 3.25 0.4 0.03 0.4 0.4 0.3 0.3 0.4 0.15 \LDET. DE ESCALA 1:25 \LZAPATA Z-1 0.05 0.3 0.2 0.55 0.5 0.3 0.6 1.95 5 5 5 5 5 5 5 W14X109 W14X43 W10x30 COLUMNAS C1 C2 C3 C1 C1 C1 C1 C2 C2 C2 C2 C2 C3 C3 VIGAS W24X55 W24X68 W21X44 V1 V2 V3 V1 V1 V1 V1 V1 V1 V1 V1 V2 V2 V3 V3 V3 V3 V3 V3 V3 V3 V3 V3 VIGAS W24X55 W24X68 W21X44 V1 V2 V3 z-1 z-1 z-1 z-1 z-2 z-2 z-2 z-2 z-2 5 5 PILOTE PIPI · 4 N°5 + 4N°4 ESPIRAL N°3 ESCALA 1 :10 T-1 · 4 N°6 EST. N° 3 @0.15 ESCALA 1 :10 5 5 5 5 t-1 t-1 t-1 t-1 sf-1 sf-1 sf-1 sf-1 sf-1 sf-1 sf-1 sf-1 sf-1 sf-1 sf-1 sf-1 5 SF – 1 · 4 N° 5 + 02 N°4 EST. N° 3 G. N° 3 @ 0.15 ESCALA 1 :10 5 ESCALA 1:25 \LDET. DE ZAPATA Z-1 SOLERA 5 5 5 5 5 5 5 5 pI pI pI pI PROFUNDIDAD VER ESTUDIO DE SUELO N.P.T. PROFUNDIDAD VER ESTUDIO DE SUELO ESCALA 1:50 PLANTA DE C1 C1 C1 C1 C2 C2 C2 C2 C2 ENTREPISO METALICO DE ACERO GALVANIZADO ENTREPISO METALICO DE ACERO GALVANIZADO V3 V3 V3 V3 FUNDACION UBICACIÓN: PROPIETARIO: ESCALA: Area del Terreno: FECHA: TOPOGRAFO: DIBUJANTES: RESPONSABLE: CONTENIDO 2/4 HOJA: PROFESIONALES RESPONSABLES : Ingeniero civil Ingeniero Hidraulico Director de obra Constructor responsable Indicada 1243.90m² 10/03/2015 LAMINA GALVADECK DETALLE DE VIGA COMPUESTA