Mezzanine, Footings, Columns DWG Block for AutoCAD

LOCK MEZZANINE, isolated footings, columns

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

n.p.t., rec., rec., rec., lower bed, cassette, upper bed, electrowelded mesh to the center of the compression slab, Compression layer with electrowelded mesh, wall of common block of cms. armed with as vertical reinforcement, its T., lower bed, cassette, upper bed, its T., Compression layer with electrowelded mesh, wall of common block of cms. armed with as vertical reinforcement, electrowelded mesh to the center of the compression slab, lower bed, cassette, upper bed, electrowelded mesh to the center of the compression slab, wall of common block of cms. armed with as vertical reinforcement, Compression layer with electrowelded mesh, its T., lock mezzanine without scale, fill hole with concrete, block of cm., n.s., rec., concrete template, poor, cm. of thickness, compacted fill, shoe, rec., rec., block of cm., insulated shoe cms. of thickness, isolated footing, column, unscaled, insulated shoe cms. of thickness, unscaled, castle, template, n.p.t., ramp armed detail, stair start detail, unscaled

Raw text data extracted from CAD file:

25 7.5 60 52.5 2.5 15 10 25 35 7.5 27.5 2.5 15 10 135 2.5 2.5 25 15 10 N.P.T. 40 80 40 220 193 7.5 15 15 30 40 125 10 5 REC. 25 150 30 40 40 80 40 80 40 20 20 20 20 2.5 REC. 40 40 30 80 2.5 REC. 15 15 10 20 10 40 100 140 \A1;5.00 \A1;60.0 30.0 17.77 \A1;20.0 \A1;40.0 0.12 0.03 9VR#4 LECHO INFERIOR CASETON 2VR#3 LECHO SUPERIOR MALLA ELECTROSOLDADA AL CENTRO DE LA LOSA DE COMPRESION CAPA DE COMPRESION DE 5cm.ARMADA CON MALLA ELECTROSOLDADA MURO DE BLOCK COMUN DE 15x20x40 cms. ARMADO CON 1VR#3@60cms. COMO REFUERZO VERTICAL 25 7.5 60 52.5 2.5 15 10 X EST. #2 @ 20cms. 5VR#4 LECHO INFERIOR CASETON 2VR#3 LECHO SUPERIOR EST. #2 @ 20cms. CAPA DE COMPRESION DE 5cm.ARMADA CON MALLA ELECTROSOLDADA MURO DE BLOCK COMUN DE 15x20x40 cms. ARMADO CON 1VR#3@60cms. COMO REFUERZO VERTICAL MALLA ELECTROSOLDADA AL CENTRO DE LA LOSA DE COMPRESION 25 35 7.5 27.5 2.5 15 10 X 17VR#5 LECHO INFERIOR CASETON 7VR#4 LECHO SUPERIOR MALLA ELECTROSOLDADA AL CENTRO DE LA LOSA DE COMPRESION MURO DE BLOCK COMUN DE 15x20x40 cms. ARMADO CON 1VR#3@60cms. COMO REFUERZO VERTICAL CAPA DE COMPRESION DE 5cm.ARMADA CON MALLA ELECTROSOLDADA 135 2.5 2.5 EST. #3 @ 20cms. X TRABE TE-1 ENTREPISO SIN ESCALA TRABE TE-2 ENTREPISO SIN ESCALA TRABE TE-3 ENTREPISO SIN ESCALA 25 15 10 5 5 5 5 5 5 C-1 K-4 #4@20 #4@20 5 5 5 5 4#3 RELLENAR HUECO CON CONCRETO f’c=200 Kg/cm2 (TIPO) BLOCK DE 15x20x40 cm. (TIPO) 125 ~ 5 N.S.F. #4@20 <> REC. 5 150 (TIPO) 5 PLANTILLA DE CONCRETO POBRE f’c=100 KG/CM2 DE 5 cm. DE ESPESOR AL 95 % RELLENO COMPACTADO ZAPATA Z-1 5 5 5 5 5 5 5 5 5 5 (TIPO) 2.5 REC. 5 EST.#3@25 5 8#4 <> 5 2.5 REC. (TIPO) 5 5 5 5 K-5 5 5 4#3 4#3 EST.#2@25 BLOCK DE 15x20x40 cm. (TIPO) 4#3 EST.#3@25 5 5 K-5 #4@20 #4@20 ZAPATA AISLADA Z-3 25 CMS. DE ESPESOR ZAPATA AISLADA Z-1 COLUMNA C-1 SIN ESCALA SIN ESCALA SIN ESCALA ZAPATA AISLADA Z-2 25 CMS. DE ESPESOR SIN ESCALA CASTILLO K-4 1 No.3 @ 25 1 No.3 @ 20 30.0 17.77 1 No.3 @ 20 3 No.3 PLANTILLA F’C=100 KG/CM2 20.0 5.00 40.0 N.P.T. 60.0 DETALLE ARMADO DE RAMPA DETALLE DE ARRANQUE DE ESCALERA 0.12 0.03 SIN ESCALA