Structures – Metal DWG Detail for AutoCAD

STRUCTURES – METAL – more details

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

section, scale, j, shoe, existing, shoe, scale, stairs, cimentacion plant, stairs, scale, portico shaft, stair reinforcement, portico shaft, stair reinforcement, scale, stairs, portico shaft, stairs, scale, stair reinforcement, He passed, He passed, portico shaft, stair reinforcement, scale, stairs, He passed, stair reinforcement, scale, stairs, portico shaft, He passed, sector v: ladder, scale, draft, flat, specialty, drawing, structures, extension of workshops, date, sheet, green…….., magenta….., cyan, blue, rest……., white, for printing, yellow, net……….., scale, existing, to chop pedestal anchor, existing fence, sector vi, office building, detail, He passed, He passed, existing fence, see secc., He passed, anchorage, detail, scale, scale, section, anchorage, j, platen, j, platen, reinforcement staircase plant, scale, platen, anchor see details, anchor in col. existing hilti expansion bolts, new base pedestal on existing shoe, existing column, He passed, stairs, scale, portico shaft, stair reinforcement, see secc. flat, stair reinforcement, scale, stairs, portico shaft, He passed, stair reinforcement, scale, portico shaft, stairs, see secc. flat, stairs, portico shaft, scale, stair reinforcement, He passed, He passed, He passed, He passed, scale, stairs, cimentacion plant, see secc. flat, He passed, He passed, He passed, scale, sheet, scale, flat, date, sector v: ladder, owner, draft, specialty, drawing, structures, extension of workshops, portico shaft, stairs, scale, stair reinforcement, He passed, stair reinforcement, scale, stairs, portico shaft, secc. flat, He passed, sheet, scale, flat, date, July, sector v: ladder, draft, specialty, drawing, structures, extension of workshops, shoe, platen, pedestrian bridge edge, flat, anchorage, scale, section, pedestrian, scale, section, existing column, new base pedestal on existing shoe, He passed, portico shaft, stair reinforcement, scale, stairs, shoe, He passed, He passed, cimentacion plant, stairs, scale, shoe, shoe, scale, stairs, portico shaft, stair reinforcement, stairs, stair reinforcement, scale, portico shaft, scale, stair reinforcement, portico shaft, stairs, He passed, He passed, He passed, scale, section, specialty, structures, extension of workshops, draft, drawing, scale, flat, date, sheet, sector v: ladder, section, scale, He passed, pedestrian, platen, platen, platen, platen, reinforcement staircase plant, metal edge of the pedestrian bridge, new base pedestal on existing shoe, existing column, He passed, see detail, fluted iron, griddle, fluted iron, fluted iron, see detail, fluted iron, section, scale, reinforcement staircase plant, fluted iron, see detail, fluted iron, concrete, see detail, fluted iron, see detail, fluted iron, reinforcement staircase plant, section, scale, extension of workshops, structures, specialty, drawing, draft, sector v: ladder, sheet, date, flat, scale, scale, stairs, cimentacion plant, reinforcement staircase plant, scale, fluted iron, platinum see detail, typical see detail, striated, scale, typical step detail, detail, scale, scale, He passed, stairs, scale, stair reinforcement, portico shaft, stairs, portico shaft, stair reinforcement, and

Raw text data extracted from CAD file:

\A1;.60 \A1;.30 \A1;.60 \A1;.30 \A1;.80 \A1;.80 \A1;.60 \A1;.55 \A1;.55 \A1;.80 \A1;.25 \A1;.15 \A1;.10 \A1;.50 \A1;.50 \A1;.30 \A1;.15 \A1;.25 \A1;.40 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;.50 \A1;.80 \A1;.60 \A1;.50 \A1;.60 \A1;.20 \A1;.80 \A1;.60 \A1;.25 \A1;7″ \A1;.20 \A1;JUNTA 1/2″ \A1;1.50 \A1;1.50 \A1;1.60 \A1;.30 \A1;.50 \A1;1.60 \A1;.30 \A1;.80 \A1;2.00 \A1;1.40 \A1;.50 \A1;.50 \A1;1.35 \A1;1.40 \A1;1.89 \A1;.60 \A1;.40 \A1;.40 \A1;.60 \A1;.40 \A1;.40 \A1;.80 \A1;.30 \A1;.30 \A1;.40 \A1;.40 \A1;1.80 \A1;1.40 \A1;1.35 \A1;1.89 \A1;1.40 \A1;.15 \A1;.25 \A1;.50 \A1;.30 \A1;.15 \A1;3/8″ \A1;1/2″ \A1;1/2″ \A1;7″ \A1;.40 \A1;.15 \A1;1.20 \A1;1.80 \A1;.50 \A1;.60 \A1;.60 \A1;.50 \A1;.60 \A1;1.10 \A1;1.00 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.50 \A1;1.00 \A1;.25 \A1;.60 \A1;.50 \A1;.50 \A1;.60 \A1;.50 \A1;.50 \A1;.50 \A1;1.10 \A1;.60 \A1;1.10 \A1;.60 \A1;1.10 \A1;1.50 \A1;.15 \A1;2.00 \A1;1/2″ \A1;1/2″ \A1;7″ \A1;3/8″ \A1;.40 \A1;1.10 \A1;1.55 \A1;1.20 \A1;.15 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;.90 \A1;1.20 \A1;1.20 \A1;.90 \A1;1.20 \A1;1.20 \A1;.90 \A1;1.50 \A1;.50 \A1;1.50 \A1;1.50 \A1;.50 \A1;1.50 \A1;1.50 \A1;1.10 \A1;1.55 \A1;1.10 \A1;1.50 \A1;1.50 \A1;.50 \A1;1.50 \A1;.30 \A1;.30 SECCION 1-1 45.06199173758739 ESCALA 1/25 45.06199173758739 3/8″@10 8d1/2″ \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.50 \A1;.60 \A1;.50 \A1;.60 \A1;.40 \A1;.40 \A1;.25 \A1;.25 \A1;.30 \A1;.50 \A1;.25 \A1;6.35(2 1/2″) \A1;3mm \A1;2 1/2″ \A1;3mm \A1;10 (4″) \A1;10 (4″) \A1;.25 \A1;6.35(2 1/2″) \A1;3mm \A1;2 1/2″ \A1;3mm \A1;10 (4″) \A1;10 (4″) \A1;.20 \A1;.20 \A1;.80 \A1;.60 \A1;10 (4″) \A1;10 (4″) \A1;3mm \A1;6.35(2 1/2″) \A1;.25 \A1;3mm \A1;2 1/2″ \A1;.25 \A1;3mm \A1;3mm \A1;2 1/2″ \A1;6.35(2 1/2″) \A1;10 (4″) \A1;10 (4″) \A1;7″ \A1;7″ \A1;4″ \A1;7″ \A1;4″ \A1;7″ \A1;4″ \A1;4″ \A1;4″ \A1;7″ \A1;7″ \A1;4″ \A1;.20 \A1;.80(DADO Z-10) .60(DADO Z-11) \A1;1.20 \A1;.20 \A1;.30 \A1;.30 \A1;.20 \A1;.625 \A1;.60 \A1;.20 \A1;7″ \A1;4″ \A1;4″ \A1;4″ \A1;4″ \A1;7″ \A1;4″ \A1;7″ \A1;.20 \A1;.80(DADO Z-10) .60(DADO Z-11) \A1;1.20 \A1;.20 \A1;.30 \A1;.30 \A1;4″ \A1;7″ \A1;4″ \A1;4″ \A1;7″ \A1;4″ \A1;7″ \A1;4″ \A1;.20 \A1;.80(DADO Z-10) .60(DADO Z-11) \A1;1.20 \A1;.20 \A1;.30 \A1;.30 \A1;4″ \A1;7″ \A1;4″ \A1;4″ -12.71614369814554 -12.71614369814554 -12.71614369814554 -12.71614369814554 Z -12 A A A X Z -11 Z -11 Z -11 Z -11 Z -10 0.7290517809881152 -12.71614369814554 5 5′ 5” J J’ J” K -12.71614369814554 0.7290517809881152 -12.71614369814554 -12.71614369814554 -12.63534572085644 -12.63534572085644 -12.63534572085644 CM-1 CM-1 CM-1 CM-2 CM-1 CM-2 CM-1 CM-1 CM-1 \A1;BASE .80x.55x.60 (SOBRE ZAPATA EXISTENTE) \A1;ZAPATA EXISTENTE 1.50×1.50 \A1;BASE .60x.55x.60 (SOBRE ZAPATA EXISTENTE) -11.96373267439455 0.7290517809881152 -12.71614369814563 -12.71614369814554 -12.71614369814554 -12.71614369814554 -11.25039364233409 CM-2 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm CM-2 2″x7″x3mm CM-1 \A1;NFP ESCALA 1/25 ESCALERA N°2 PLANTA DE CIMENTACION ESCALERA N°2 ESCALA 1/25 PORTICO EJE (J”) REFUERZO DE ESCALERA PORTICO EJE (5″) REFUERZO DE ESCALERA ESCALA 1/25 ESCALERA N°2 4″x7″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm CM-2 CM-2 CM-1 \A1;NFP -12.19245399068609 \A1;JUNTA 1/2″ CM-2 CM-1 CM-2 \A1;JUNTA 1/2″ 4″x7″x3mm -12.19245399068598 \A1;NFP PORTICO EJE (5′) ESCALERA N°2 ESCALA 1/25 REFUERZO DE ESCALERA 2″x7″x3mm 2″x7″x3mm \A1;CERCO 3″x4″x3mm CM-1 PASO 5 PASO 20 \A1;LOSA C°A° 3″x4″x3mm 2″x7″x3mm PASO 12 CM-1 CM-1 CM-1 PORTICO EJE (J) REFUERZO DE ESCALERA ESCALA 1/25 ESCALERA N°2 \A1;NFP -8.340669372925277 3″x4″x3mm 3″x4″x3mm PASO 11 PASO 12 CM-1 CM-1 CM-1 REFUERZO DE ESCALERA ESCALA 1/25 ESCALERA N°2 \A1;NFP -12.30905409560044 PORTICO EJE (J’) PASO 11 3″x4″x3mm 3″x4″x3mm SECTOR V: ESCALERA 2 ESCALA : 1/25 PROYECTO : PLANO : ESPECIALIDAD : DIBUJO : ESTRUCTURAS AMPLIACION DE TALLERES Y OFICINAS FECHA : LAMINA : 0.25 Green…….. Magenta….. Cyan………. Blue………. RESTO……. White……… 8………….. 0.13 0.13 0.20 0.60 0.50 0.40 PARA IMPRESION Yellow…….. Red……….. ESCALA 1/25 A-1 0.20 0.13 0.7290517809881152 \A1;ZAPATA EXISTENTE 1.00×1.00 0.7290517809881152 0.7290517809881152 0.729051780988101 0.7290517809881152 X A 0.7290517809881152 PICAR CAJUELA DE .30x.25x.40 PARA ANCLAR d DE PEDESTAL \A1;C°C° CERCO EXISTENTE SECTOR VI EDIFICIO DE OFICINAS DETALLE 1 -4.841623772871458 PASO 22 PASO 19 PASO 11 PASO 5 0.7290517809881152 0.7290517809881152 PASO 13 PASO 14 PASO 18 PASO 14 PASO 13 PASO 8 \A1;MURO CERCO EXISTENTE \A1;MURO CERCO EXISTENTE VER SECC. C-C PASO 22 PASO 8 \A1;3″x4″x3mm 5 \A1;P 8″X8″X1/4″ + 6d5/8″ ANCLAJE L -6.813063326566549 DETALLE 1 ESCALA 1/10 2″x7″x3mm ESCALA 1/10 SECCION C-C -9.767154264713 0.0 \A1;P 6″x8″x1/4″+ 4d5/8″ ANCLAJE x 25cms L 5′ 5 K J” J’ 5” 3″x4″x3mm 2″x7″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm 4″x7″x3mm 2″x7″x3mm PLATINA 2 1/2″x3mm (DETALLE 2) J” K 5′ 5” 5 J’ J PLATINA 2 1/2″x3mm (DETALLE 2) 2″x7″x3mm REFUERZO DE ESCALERA N°2: PLANTA S/C: 500 Kg/m2 ESCALA 1/25 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm 3″x4″x3mm 3″x4″x3mm PLATINA 2 1/2″x3mm (DETALLE 2) PLATINA 2 1/2″x3mm (DETALLLE 2) 2″x7″x3mm 2″x7″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 4″x7″x3mm 2″x7″x3mm ANCLAJE VER DETALLE ANCLAR EN COL. EXISTENTE P 8″x8″x1/4″+ PERNOS DE EXPANSION HILTI 1/2″x4″ L 1.145842700771908 CM-1 CM-2 CM-1 CM-2 CM-1 CM-1 CM-1 CM-2 NUEVO PEDESTAL O BASE SOBRE ZAPATA EXISTENTE COLUMNA EXISTENTE CM-1 W CM-2 CM-2 CM-1 CM-2 E E W CM-2 CM-2 CM-1 CM-1 CM-2 1 CM-1 CM-1 CM-2 Z Y X 3 2 CM-2 CM-1 CM-2 E E X Y Z 2 1 D D D D 3 5 5 5 5 5 3″x4″x3mm PASO 8 ESCALERA N°1 ESCALA 1/25 PORTICO EJE (W) REFUERZO DE ESCALERA VER SECC. E-E PLANO EM-01 4″x7″x3mm REFUERZO DE ESCALERA ESCALA 1/25 ESCALERA N°1 PORTICO EJE 4″x7″x3mm PASO 16 PASO 15 4″x7″x3mm REFUERZO DE ESCALERA ESCALA 1/25 PORTICO EJE (Z) ESCALERA N°1 4″x7″x3mm 4″x7″x3mm VER SECC. E-E PLANO EM-01 ESCALERA N°1 PORTICO EJE (2) ESCALA 1/25 REFUERZO DE ESCALERA PASO 16 3″x4″x3mm 4″x7″x3mm PASO 14 PASO 9 PASO 8 PASO 14 PASO 15 3″x4″x3mm 3″x4″x3mm PASO 9 3″x4″x3mm PASO 9 PASO 8 2″x7″x3mm 5 ESCALA 1/25 ESCALERA N°1 PLANTA DE CIMENTACION 5 5 VER SECC. D-D PLANO EM-01 4″x7″x3mm PASO 16 PASO 9 3″x4″x3mm 2″x7″x3mm 3″x4″x3mm PASO 9 3″x4″x3mm PASO 16 S/C: 500 Kg/m2 4″x7″x3mm 4″x7″x3mm ESCALA 1/25 LAMINA : ESCALA : 1/25 PLANO : FECHA : SECTOR V: ESCALERA 1 PROPIETARIO : PROYECTO : ESPECIALIDAD : DIBUJO : ESTRUCTURAS AMPLIACION DE TALLERES Y OFICINAS PORTICO EJE (Y) ESCALERA N°1 ESCALA 1/25 REFUERZO DE ESCALERA PASO 9 PASO 9 PASO 9 3″x4″x3mm 2″x7″x3mm REFUERZO DE ESCALERA ESCALA 1/25 ESCALERA N°1 PORTICO EJE (X) 2″x7″x3mm 3″x4″x3mm \fRomanS|b0|i0|c0|p0;VER SECC. D-D PLANO EM-01 4″x7″x3mm PASO 8 E-01 LAMINA : ESCALA : 1/25 PLANO : FECHA : JULIO 2012 SECTOR V: ESCALERA 1 PROYECTO : ESPECIALIDAD : DIBUJO : ESTRUCTURAS AMPLIACION DE TALLERES Y OFICINAS 5 5 \A1;BASE .5x.5x.6 (SOBRE ZAPATA EXIST.) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4″x7″x3mm 4″x7″x3mm PLATINA 2 1/2″x3mm (DETALLE 3) 2″x7″x3mm 3″x4″x4.5mm 2″x7″x3mm 4″x7″x3mm 3″x4″x3mm 2″x7″x3mm 4″x7″x3mm 4″x7″x3mm 2″x7″x3mm 3″x4″x3mm 5 5 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm 4″x7″x3mm 3″x4″x3mm 5 5 BORDE DE PUENTE PEATONAL \A1;VIGA VP-100 (VER PLANO E-19) 5 -0.3796927003955375 -0.3796927003955375 L P 6″x10″x3/16″ ANCLAJE 4 d5/8″ ESCALA 1/25 SECCION E-E 4″x7″x3mm -0.3796927003955375 \A1;PUENTE PEATONAL 5 4″x7″x3mm 5 23 ESCALA 1/25 SECCION D-D 22 20 21 7mm 3/8″ 1/2″ 1/2″ 7″ 5 5 COLUMNA EXISTENTE NUEVO PEDESTAL O BASE SOBRE ZAPATA EXISTENTE CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 D CM-1 CM-1 CM-1 CM-1 CM-1 B A C C B D 16.03412456798453 PASO 14 16.03412456798453 16.03412456798453 PORTICO EJE (C) REFUERZO DE ESCALERA ESCALA 1/25 ESCALERA N°4 16.03412456798453 16.03412456798453 \A1;\fRomanS|b0|i0|c0|p0;BASE .5x.5x.6 (SOBRE ZAPATA EXIST.) PASO 20 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm PASO 16 3″x4″x3mm PLANTA DE CIMENTACION ESCALERA N°4 ESCALA 1/25 16.03412456798453 16.03412456798453 16.03412456798453 \A1;\fRomanS|b0|i0|c0|p0;BASE .5x.5x.6 (SOBRE ZAPATA EXIST.) 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 \A1;\fRomanS|b0|i0|c0|p0;BASE .5x.5x.6 (SOBRE ZAPATA EXIST.) 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 16.03412456798453 20.66538686028181 16.03412456798453 ESCALA 1/25 ESCALERA N°4 PORTICO EJE (B) 2″x7″x3mm REFUERZO DE ESCALERA 2″x7″x3mm ESCALERA N°4 REFUERZO DE ESCALERA ESCALA 1/25 PORTICO EJE (A) ESCALA 1/25 REFUERZO DE ESCALERA PORTICO EJE (D) ESCALERA N°4 PASO 7 PASO 6 3″x4″x3mm 3″x4″x3mm PASO 14 PASO 19 PASO 18 PASO 16 2″x7″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm PASO 5 PASO 7 PASO 15 ESCALA 1/25 1er TRAMO ESPECIALIDAD : ESTRUCTURAS AMPLIACION DE TALLERES Y OFICINAS PROYECTO : DIBUJO : ESCALA : 1/25 PLANO : FECHA : LAMINA : SECTOR V: ESCALERA 4 20.66538686028181 20.66538686028181 20.66538686028181 20.66538686028181 7mm 21 23 22 SECCION A-A ESCALA 1/25 3″x4″x3mm PASO 10 PASO 10 3″x4″x3mm 20.66538686028181 16.03412456798453 16.03412456798453 16.03412456798453 2″x7″x3mm 2″x7″x3mm 2″x7″x3mm 2″x7″x3mm \A1;PUENTE PEATONAL 24 20.66538686028181 PLATINA 2 1/2″x3mm (DETALLE 3) 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm PLATINA 2 1/2″x3mm (DETALLE 3) D B C 3″x4″x3mm PLATINA 2 1/2″x3mm (DETALLE 3) 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm 2″x7″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm PLATINA 2 1/2″x3mm (DETALLE 3) A A REFUERZO DE ESCALERA N°4: PLANTA A 4 1 2 3 4 3 2 1 \A1;VIGA METALICA DE BORDE DEL PUENTE PEATONAL 0.1572751153802159 0.1572751153802159 0.3322863419078459 0.3322863419078459 -0.8214699244217201 -0.8214699244217201 0.1572751153802159 0.1572751153802159 0.1572751153802159 0.5740660351640088 0.5740660351640088 0.5740660351640088 0.5740660351640088 0.5740660351640088 16.03412456798453 16.03412456798453 16.03412456798453 15.27370772020438 15.27370772020438 15.27370772020438 16.03444573212565 16.03444573212565 16.03444573212565 16.03444573212565 16.03444573212565 1 4 3 2 14.48444573212572 14.48444573212572 14.48444573212572 NUEVO PEDESTAL O BASE SOBRE ZAPATA EXISTENTE COLUMNA EXISTENTE PASO 8 \A1;P 4″x8″x1/4″ L L \A1;P 4″x8″x1/4″ \A1;PASO TIPICO, VER DETALLE \A1;PASO TIPICO, VER DETALLE PLANCHA ESTRIADA 3mm PLANCHA ESTRIADA3mm PLANCHA ESTRIADA 3mm \A1;JUNTA 2″ \A1;P 4″x8″x1/4″ L PLANCHA ESTRIADA 3mm \A1;PASO TIPICO, VER DETALLE PLANCHA ESTRIADA 3mm \A1;P 4″x8″x1/4″ L 2do TRAMO ESCALA 1/25 REFUERZO DE ESCALERA N°2: PLANTA PLANCHA ESTRIADA 3mm C C \A1;PASO TIPICO, VER DETALLE 2″x7″x3mm PLANCHA ESTRIADA 3mm \A1;P 4″x8″x1/4″ L \A1;LOSA DE CONCRETO \A1;PASO TIPICO, VER DETALLE \A1;PASO TIPICO, VER DETALLE S/C: 500 Kg/m2 PLANCHA ESTRIADA 3mm \A1;2″x7″x3mm \A1;PASO TIPICO, VER DETALLE PLANCHA ESTRIADA 3mm PLANCHA ESTRIADA 3mm REFUERZO DE ESCALERA N°4: PLANTA 2do TRAMO S/C: 500 Kg/m2 ESCALA 1/25 AMPLIACION DE TALLERES Y OFICINAS ESTRUCTURAS ESPECIALIDAD : DIBUJO : PROYECTO : SECTOR V: ESCALERA 3 LAMINA : FECHA : PLANO : 1/25 ESCALA : 15.8949737749313 15.8949737749313 15.8949737749313 15.8949737749313 14.78385311398863 14.78385311398863 12.53385311398864 12.53385311398864 12.53385311398864 12.53385311398864 14.78385311398863 14.78385311398863 15.8949737749313 15.8949737749313 14.78385311398863 15.8949737749313 3 X 2 1 Y Z CM-1 CM-1 CM-1 CM-1 CM-1 CM-1 CM-2 CM-2 15.8949737749313 15.8949737749313 15.8949737749313 15.8949737749313 \A1;P 4″x8″x1/4″ L 15.8949737749313 16.20581807915079 ESCALA 1/25 ESCALERA N°3 PLANTA DE CIMENTACION X Y Z 2 3 1 S/C: 500 Kg/m2 REFUERZO DE ESCALERA N°3: PLANTA ESCALA 1/25 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 3″x4″x3mm 2″x7″x3mm 2″x7″x3mm 2″x7″x3mm 2″x7″x3mm 2″x7″x3mm 3″x4″x3mm PLANCHA ESTRIADA 3mm PLANCHA ESTRIADA 3mm PLATINA 2 1/2″x3mm VER DETALLE 3 PLATINA 2 1/2″x3mm VER DETALLE 3 \A1;PASO TIPICO VER DETALLE \A1;PASO TIPICO VER DETALLE (P ESTRIADA DOBLADA, e=3mm) ESCALA 1/5 DETALLE TIPICO DE PASO L 22.46615911559273 23.43416469260593 23.43416469260593 23.43416469260593 23.43416469260593 \A1;P 3mm L DETALLE 3 ESCALA 1/2.5 23.43416469260593 23.43416469260593 ESCALA 1/2.5 CM-2 (e=4.5mm) CM-1 (e=3mm) 3″x4″x3mm PASO 11 PASO 12 PASO 20 3″x4″x3mm CM-2 CM-1 CM-1 2″x7″x3mm ESCALERA N°3 ESCALA 1/25 REFUERZO DE ESCALERA PORTICO EJE (3) CM-2 CM-1 CM-1 ESCALERA N°3 PORTICO EJE (2) REFUERZO DE ESCALERA ESCALA 1/25 PASO 20 2″x7″x3mm 2″x7″x3mm PASO 10 3″x4″x3mm PASO 11 PASO 12 2″x7″x3mm CM-1 CM-1 PORTICO EJE (1) ESCALERA N°3 REFUERZO DE ESCALERA ESCALA 1/25 PASO 10 3″x4″x3mm PASO 10 A A A A A A A A A A 31.87477182262785 DETALLE 3 ESCALA 1/2.5 ESCALA 1/5 31.87477182262785 L DETALLE TIPICO DE PASO (P ESTRIADA DOBLADA, e=3mm) 31.87477182262785 31.87477182262785 L \A1;P 3mm 31.87477182262785 CM-1(e=3mm) ESCALA 1/2.5 36.68811567522837 36.68811567522837 \A1;P 8″x8″x1/4″ 10.65829178885664 10.65829178885664 10.65829178885664 10.65829178885664 1 CM-2 (e=4.5mm) CM-1 (e=3mm) ESCALA 1/2.5 10.65829178885664 10.65829178885664 4″ 7 SECCION A-A 1 \A1;C° 1:10+30%P.G. L 17.21564235367906 (P ESTRIADA DOBLADA, e=3mm) DETALLE TIPICO DE PASO ESCALA 1/5 17.21564235367906 L 17.21564235367906 DETALLE 3 ESCALA 1/2.5 L \A1;P 3mm 17.21564235367906 17.21564235367906 PLATINA 2 1/2″x3mm (DETALLE 3) PLATINA 2 1/2″x3mm (DETALLE 3) PLANCHA ESTRIADA 3mm \A1;PASO TIPICO, VER DETALLE REFORZAMIENTO DE ESCALERA N°1: PLANTA \A1;NFP NOTA: LOS EJES SON REFERENCIALES Y VALIDOS SOLO PARA LA LECTURA DE ESTA OBRA 1er TRAMO DETALLE TIPICO DE PASO 1.373218419974222 1.373218419974222 \A1;P 3mm L ESCALA 1/2.5 DETALLE 3 1.373218419974222 L 1.373218419974222 ESCALA 1/5 (P ESTRIADA DOBLADA, e=3mm) 1.373218419974222 CM-1 (e=3mm) 6.863204181472014 6.863204181472014 ESCALA 1/2.5 CM-2 (e=4.5mm) NOTA: LOS EJES SON REFERENCIALES Y VALIDOS SOLO PARA LA LECTURA DE ESTA OBRA SOLO PARA LA LECTURA DE ESTA OBRA LOS EJES SON REFERENCIALES Y VALIDOS NOTA: SOLO PARA LA LECTURA DE ESTA OBRA NOTA: LOS EJES SON REFERENCIALES Y VALIDOS \A1;DETALLE (4) \A1;DETALLE (4) DETALLE (5) DETALLE (2) \A1;DETALLE (4) DETALLE (5) DETALLE (2) \A1;DETALLE (4) DETALLE (1) DETALLE (2) DETALLE (3) DETALLE (4) DETALLE (1) DETALLE (2) DETALLE (3) DETALLE (4) DETALLE (4) DETALLE (6) DETALLE (6) DETALLE (4) -13.69784808996734 DETALLE 1 ESCALA 1/10 -13.69784808996734 3mm. \A1;4″x7″x3mm 3mm. \A1;\fRomanS|b0|i0|c0|p0;4″x7″x3mm DETALLE 2 ESCALA 1/10 3mm. -9.859751266346152 \A1;4″x7″x3mm -9.859751266346152 \A1;COL. CM -7.151968229909812 DETALLE 3 ESCALA 1/10 \A1;COL. CM -7.151968229909812 \A1;4″x7″x3mm 3mm. DETALLE 4 ESCALA 1/10 -4.586579885422367 \A1;COL. CM 3″x4″x3mm 3mm. -4.586579885422367 ESCALA 1/10 -9.854161539623448 -9.854161539623448 3mm. \A1;COL. CM DETALLE 5 2″x7″x3mm DETALLE 6 ESCALA 1/10 2″x7″x3mm 3mm. -12.11388208392169 -12.11388208392169 \A1;COL. CM SECCION A-A \A1;C° 1:10+30%P.G. 0.7629424397782998 0.3629424397782941 0.3629424397782941 1 4″ 7 \A1;P 8″x8″x1/4″ L 1 \A1;NFP 0.7629424397782998 SECCION 1-1 0.3629424397782941 ESCALA 1/25 0.3629424397782941 3/8″@10 8d1/2″ 0.0 X-X ESCALA 1/25 0.0 0.0 0.0 \A1;NFP LEYENDA CIMENTACION EXISTENTE CIMENTACION NUEVA DETALLE (4) DETALLE (5) DETALLE (3) DETALLE (4) DETALLE (4) DETALLE (5) DETALLE (7) DETALLE (3) DETALLE (4) DETALLE (4) DETALLE (7) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE 3 ESCALA 1/10 \A1;4″x7″x3mm \A1;COL. CM 15.54640014345789 3mm. 15.54640014345789 DETALLE 5 ESCALA 1/10 15.54640014345789 3mm. 2″x7″x3mm DETALLE 4 ESCALA 1/10 15.54640014345789 \A1;COL. CM 3″x4″x3mm 3mm. 15.54640014345789 15.54640014345789 \A1;COL. CM 8.397090066616741 8.397090066616741 \A1;COL. CM 2″x7″x3mm ESCALA 1/10 DETALLE 7 3mm. NUEVO PEDESTAL O BASE SOBRE ZAPATA EXISTENTE COLUMNA EXISTENTE CIMENTACION EXISTENTE CIMENTACION NUEVA LEYENDA -16.46273564655182 \A1;C° 1:10+30%P.G. SECCION A-A SECCION 1-1 ESCALA 1/25 3/8″@10 8d1/2″ -16.46273564655182 -16.46273564655182 -16.46273564655182 -16.46273564655182 -16.46273564655182 1 1 4″ 7 \A1;P 8″x8″x1/4″ \A1;NFP DETALLE (4) DETALLE (4) DETALLE (7) DETALLE (6) DETALLE (5) DETALLE (4) DETALLE (4) DETALLE 5 DETALLE 4 ESCALA 1/10 -10.18484674773858 3mm. 2″x7″x3mm -10.18484674773858 \A1;COL. CM 3″x4″x3mm 3mm. -10.18484674773858 DETALLE 7 ESCALA 1/10 ESCALA 1/10 -10.18484674773858 -10.18484674773858 \A1;COL. CM 2″x7″x3mm 3mm. -10.18484674773858 \A1;COL. CM DETALLE 6 ESCALA 1/10 2″x7″x3mm 3mm. 5.362696788047728 5.362696788047728 \A1;COL. CM CIMENTACION EXISTENTE CIMENTACION NUEVA LEYENDA -2.564073458699568 \A1;C° 1:10+30%P.G. SECCION A-A SECCION 1-1 ESCALA 1/25 3/8″@10 8d1/2″ 0.2554305442546223 0.2554305442546223 -2.564073458699568 -2.564073458699568 -2.564073458699568 1 1 7 \A1;P 8″x8″x1/4″ L \A1;NFP 4″ DETALLE 5 DETALLE 4 ESCALA 1/10 2.464480325598885 3mm. 2″x7″x3mm 2.464480325598885 \A1;COL. CM 3″x4″x3mm 3mm. 2.464480325598885 ESCALA 1/10 2.464480325598885 \A1;COL. CM DETALLE (4) DETALLE (4) DETALLE (5) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE (5) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE (4) DETALLE (5) DETALLE (4) DETALLE (5) DETALLE (4) DETALLE (4) ADOLFO RODRIGUEZ E-01 JULIO 2012 ADOLFO RODRIGUEZ E-01 JULIO 2012 ADOLFO RODRIGUEZ E-01 JULIO 2012 ADOLFO RODRIGUEZ E-01 JULIO 2012 ADOLFO RODRIGUEZ