Perimeter Wall 400 M Height DWG Plan for AutoCAD

This plan contains plan and details of a brick wall perimetrico rope 4.00m tall.

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

rest see picture, pencils, plotting, siege, plant enclosure, siege, separation joint, with third cm., cm., dilatation, board of, land not built, siege, separation joint, with third cm., cm., dilatation, board of, cm., dilatation, board of, v. c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., v.c., typical elevation of, mooring column, rest see picture, rest see picture, wires each yarn, v.c., v.c., column table, rto., rto., siege, draft:, address:, professional:, drew by:, scale:, date:, sheet:, construction perimetric wall

Raw text data extracted from CAD file:

20.38 3.00 2.50 3.00 \A1;0.03 .15 .40 .30 .80 .40 2.69 28.40 20.38 3.00 .28 3.00 3.00 3.00 5.00 2.50 2.50 1.00 2.50 .28 2.66 2.50 2.50 2.50 3.00 3.00 2.50 14.08 14.05 3.00 2.50 3.00 3.00 .28 3.00 3.00 14.08 14.05 3.00 2.50 28.40 .25 .15 .03 3.00 1.35 .03 .03 .03 2.50 2.50 2.55 2.55 2.55 2.55 .10 .20 .30 .10 .30 .05 4@.10 .10 RESTO VER CUADRO RESTO VER CUADRO .05 .05 4@.10 .30 .05 .30 .40 .15 .25 .25 .25 \A1;2.63 9 _____ 0.10 RST_____ 0.15 LAPICEROS 2 _____ 0.20 8 _____ 0.10 7 _____ 0.15 6 _____ 0.50 5 _____ 0.50 4 _____ 0.40 3 _____ 0.30 1 _____ 0.10 PLOTEO 1/50 5 C-1 C-1 1 5 5 5 0.03 5 5 5 .80 .40 CERCO PLANTA : CERCO CERCO h=4.00 m. CERCO h=4.00 m. 1 A 5 5 5 JUNTA DE SEPARACION CON TERCEROS 3.00 cm. 5 e = 2.5 cm. DILATACION JUNTA DE 5 5 C-1 5 2 3 4 11 12 6 7 C-1 C-1 C-1 C-1 C-1 C-1 TERRENO SIN CONSTRUIR A N N F CERCO h=4.00 m. 12 JUNTA DE SEPARACION CON TERCEROS 3.00 cm. 5 5 5 5 5 C-1 C-1 C-1 C-2 C-1 C-1 5 e = 2.5 cm. DILATACION JUNTA DE 5 5 H I C-1 C-1 L M D 5 5 5 C-1 C-1 C-1 5 10 C-1 5 9 C-1 5 5 5 C-1 1 5 5 5 5 e = 2.5 cm. DILATACION JUNTA DE 5 C-1 5 2 3 4 11 6 7 C-1 C-1 C-1 C-1 C-1 C-1 5 10 C-1 5 9 C-1 5 5 5 5 5 5 \fStylus BT|b0|i0|c0|p34; 4 Ø 1/2″ Ø 1/4″ @.20 C/E V. C. (.15 x .25) (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. 5 (JUNTA SISMICA) 5 5 5 5 (JUNTA SISMICA) (JUNTA SISMICA) 5 (JUNTA SISMICA) J 5 C-1 B 5 (.15 x.25) V.C. 5 5 C-1 8 C-1 5 5 C-1 5 8 C-1 5 (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. (.15 x.25) V.C. 5 5 ELEVACION TIPICA DE COLUMNA DE AMARRE 5 5 5 4@.10 5 RESTO VER CUADRO 5 RESTO VER CUADRO 5 5 4@.10 5 5 5 2 ALAMBRES N° 8 CADA 3 HILADAS <> (.15 x.25) V.C. (.15 x.25) V.C. 5 5 5 5 (.25 X .25) \H0.7407x;4 Ø 5 /8″ + 2 Ø 1/2″ CUADRO DE COLUMNAS C-1 \C4;Ø 3 /8″ : 2@.05, 3@.10, Rto. @.20 C/E C-2 (.15 X .25) \H0.7407x;4 Ø 1/2″ \C4;Ø 1 /4″ : 2@.05, 3@.10, Rto. @.20 C/E 2Ø1/2″ CERCO h=4.00 m. CERCO h=4.00 m. CERCO h=4.00 m. CERCO h=4.00 m. CERCO h=4.00 m. C E G K L M 5 PROYECTO: DIRECCIÓN: PROFESIONAL: DIBUJADO POR: ESCALA: FECHA: LAMINA: CONSTRUCCIÓN MURO PERIMÉTRICO A1