Elevated Water Tank Structure DWG Plan for AutoCAD

Plans and sections–foundations, reinforced concrete slabs, columns, walls, girders and joists.

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

dimensions in, reinforced concrete wall, column projection, ctr counter, bylayer, byblock, global, elevation view, running shoe, counter, general plant, cms, half reinforced slab, top, reinforced slab, foundation plane, geometia gral., armed with a wall

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 . \C153;\c13929812;C\fConstantia|b1|i0|c0|p18;Tra\fCalibri|b1|i0|c0|p34;dE.\H0.6667x;\C256; \fCentury Gothic|b1|i0|c0|p34;\H1.5x;\C153;\c13929812;C\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;onsultoría en Ingenieria y \fConstantia|b1|i0|c0|p18;\H1.5x;\C153;\c13929812;Tra\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;nsforma\H1.5x;\C153;\c13929812;d\H0.6667x;\C256;os \H1.5x;\C153;\c13929812;E\H0.6667x;\C256;structurales \fCentury Gothic|b0|i0|c0|p34;\H0.7998x;Ing. Mario A. Rojas Morán. Especialista en Estructuras. 2 c sur 10532 col. Arboledas de Loma Bella Puebla, Pue. C.P. 72490 Tels. (01 222) 5692064 \L\C5;m_rojas_02@yahoo.com.mx . . . . . . \C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;royecto \C153;\c13929812;U\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;bicación \C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;ropietario . \C153;\c13929812;C\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;ontenido del plano . . \C153;\c13929812;C\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;alculó \C153;\c13929812;C\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;édula \fCentury Gothic|b1|i0|c0|p34;\H1.5x;\C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;rofesional \C153;\c13929812;E\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;scala . \C153;\c13929812;D\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;ibujó . \C153;\c13929812;F\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;echa . \C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;lano . COTAS EN \A1;345 \A1;315 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;345 \A1;315 \A1;345 \A1;315 \A1;15 \A1;15 \A1;345 \A1;315 \A1;345 \A1;15 \A1;15 \A1;15 \A1;345 \A1;15 \A1;15 \A1;15 \A1;345 \A1;15 \A1;15 \A1;345 \A1;450 \A1;15 \A1;25 \A1;COLUMNA 40 \A1;DADO 45 \A1;COLUMNA 40 \A1;DADO 45 \A1;200 \A1;175 \A1;5 \A1;15 \A1;25 \A1;200 \A1;175 \A1;5 \A1;50 \A1;50 \A1;260 \A1;50 \A1;50 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 A A B B 1 2 1 2 551.6104863201194 551.6104863201194 551.6104863201194 551.6104863201194 COLUMNA CL1 MURO DE CONCRETO ARMADO COLUMNA CL1 MURO DE CONCRETO ARMADO COLUMNA CL1 MURO DE CONCRETO ARMADO COLUMNA CL1 MURO DE CONCRETO ARMADO 5 5 5 A A B B 1 2 1 2 5 PARRILA EN MURO P#4@12 PARRILA EN MURO P#4@12 5 5 5 5 5 5 5 5 LECHI INF. P#4@12 LECHO SUP. P#3@20 BASTONES #4@20 L=120 LECHO SUPERIOR BASTONES #4@20 L=120 5 5 5 5 542.7211759904762 542.7211759904762 542.7211759904762 542.7211759904762 542.7211759904762 542.7211759904762 542.7211759904762 542.7211759904762 542.7211759904762 A A B B 1 2 1 2 542.7211759904762 542.7211759904762 542.7211759904762 PARRILA EN MURO P#3@12 PARRILA EN MURO P#3@12 PARRILA EN MURO P#3@12 PARRILA EN MURO P#3@12 P#3@12 P#3@12 P#3@12 P#3@12 PARRILA EN MURO P#4@12 LECHO EXTERIOR LOSA SUPERIOR P#3@12 LECHO INFERIOR P#4@12 PROYECCION DE COLUMNA 5 X X 5 5 5 5 PARRILA EN MURO P#4@12 LECHO EXTERIOR PROYECCION DE COLUMNA 5 5 5 5 LECHO SUPERIOR P#3@20 BASTON#4 L=<> LECHO SUPERIOR BASTON #4@20 L=<> LECHO SUPERIOR BASTON #3@12 L=<> LECHO INTERIOR BASTON #3@12 L=<> LECHO INTERIOR 5 5 5 5 5 A A B B 1 2 1 2 5 DADO D1 5 5 5 5 CONTRATRABE CTR DADO D1 DADO D1 DADO D1 CONTRATRABE CTR CONTRATRABE CTR CONTRATRABE CTR 5 X X 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;345 \A1;345 \A1;345 \A1;345 \A1;450 \A1;450 \A1;450 \A1;450 \A1;50 \A1;20 \A1;50 \A1;20 \A1;40 \A1;40 \A1;45 \A1;45 345 1250 250 1000 308 50 283 \A1;50 \A1;308 333 333 333 265 265 265 450 \A1;345 \A1;345 \A1;345 \A1;345 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;120 \A1;120 \A1;120 \A1;120 \A1;345 \A1;250 \A1;20 \A1;215 \A1;15 \A1;250 \A1;20 \A1;215 \A1;15 \A1;BASTON#4 L=120 LECHO SUPERIOR \A1;BASTON #4@20 L=120 LECHO SUPERIOR \A1;BASTON #3@12 L=150 LECHO INTERIOR \A1;BASTON #3@12 L=150 LECHO INTERIOR \A1;15 \A1;15 BYLAYER -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYBLOCK -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 VISTA EN ALZADO ZAPATA CORRIDA cm 5 5 5 COLUMNA <> DADO <> P#4@20 PLANTILLA DE CONCRETO F’C=100 KG/CM2 12VARS. #6 E#3@15 COLUMNA <> DADO <> 5 5 5 5 5 5 5 5 5 5 P#4@20 PLANTILLA DE CONCRETO F’C=100 KG/CM2 TERRENO COMPACTADO AL 90% PROCTOR TERRENO COMPACTADO AL 90% PROCTOR 5 12VARS. #6 E#3@15 CONTRATRABE 5 5 PLANTA GENERAL CMS DE FONDO(LECHO SUP) MEDIO ARMADO DE LOSA CMS SUPERIOR ARMADO DE LOSA CMS PLANO DE CIMENTACION CMS VISTA EN ALZADO GEOMETIA GRAL. CMS 5 5 5 5 5 5 5 5 COLUMNA CL1 CMS DADO D1 CMS TRABE T1 CMS CONTRATRABE CTR CMS 12 VARS #6 E#3 @ 15 3 VARS #4 2 VARS #3 \A1;2 VARS #4 E#3 @ 15 2 VARS #3 VISTA EN ALZADO ARMADO DE MURO cm 3 VARS #4 2 VARS #3 \A1;3 VARS #4 E#3 @ 15 2 VARS #3 DE FONDO(LECHO INF) MEDIO ARMADO DE LOSA CMS 12 VARS #6 E#3 @ 15 \C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;royecto \C153;\c13929812;U\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;bicación \C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;ropietario \C153;\c13929812;C\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;ontenido del plano \C153;\c13929812;C\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;alculó \C153;\c13929812;C\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;édula \fCentury Gothic|b1|i0|c0|p34;\H1.5x;\C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;rofesional \C153;\c13929812;E\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;scala \C153;\c13929812;D\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;ibujó \C153;\c13929812;F\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;echa \C153;\c13929812;P\fCalibri|b1|i0|c0|p34;\H0.6667x;\C256;lano .