Tank Armed Concrete 100m3 DWG Section for AutoCAD

PLANT, SECTION , ARMED, ELEVATION, DEPOSIT DETAIL.

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

dimensions, floor slab, cover slab, elevation according to cut a – a ‘, elevation according to cut d – d’, plant according to cut b – b ‘, detail of the deposit, plant according to cut c – c’, detail of marine ladder , key, separation, quantity, day, long., weight kg., tank cover slab, state water commission, flat type, regularization tank, reinforced concrete, conforming, head of studies and projects, dir. planning, general manager, I raise, project, drawing, date

Raw text data extracted from CAD file:

f g b c m c b p a d e b c m c b a b c m c b a g f e d n b c m c b a 40 15 DIMENSIONES CAP. 100 M3 a 640 b 20 c 290 d 15 e 30 f 300 g 25 h 214 i 40 j 1000 k 40 l 560 m 20 n 370 0 20 p 600 q 350 r 620 s 1320 t 140 u 30 v 150 w 55 x 45 z 95 0.60 0.60 1.20 0.15 0.40 0.40 0.15 0.15 b a 40 b a b a a b b a a b 15 f g b c m c b p a LOSA DE FONDO LOSA DE TAPA B B’ ELEVACION SEGUN CORTE A – A’ d e C C’ ELEVACION SEGUN CORTE D – D’ b c m c b a b c m c b a 4 registros de 60 x 60 cms. PLANTA SEGUN CORTE B – B’ A A’ DETALLE DEL DEPOSITO g f e d n b c m c b a Escalera marina de var.lisa No.6 0.60 G4 D3 F2 A1 A1 D3 F2 D3 B1 D2 G4 40 15 PLANTA SEGUN CORTE C – C’ D D’ TUBO DE COMUNICACION d= 10.16 CMS.(4″) 2 % PENDIENTE 0.60 0.60 \A1;CONTRAMARCO FORMADO POR ANGULOS DE 4.44 X 0.63 CMS. (\S7#4;” X \S1#4;” ) 1.20 G G’ DETALLE DE REGISTRO ( PLANTA ) 0.15 0.40 0.40 0.15 0.15 DETALLE DE ESCALERA MARINA 100 cap. m3 CLAVE d SEPARACION CANTIDAD DIA LONG. PESO KG. a b A1 No. 3 15 170 630 15 112200 624 B1 No. 4 15 86 630 350 114380 1143 a b b a 40 b a D2 D3 No.4 20 64 630 40 45440 454 No.4 15 192 630 30 132480 1325 b a E1 No. 4 30 50 120 120 12000 120 a b F2 No.4 18 145 340 40 55100 551 b a G3 No.3 15 86 17 170 32164 179 G4 No.4 15 23 630 630 57960 580 a b 15 \A1;TAPA DE PALASTRA 3.18 MM ( \S1#8;” ) LOSA DE CUBIERTA DE TANQUE \A1;MARCO FORMADO CON ANGULOS DE 5.08 X 0.63 CMS. ( 2″ X \S1#4;” ) CORTE G – G’ ( ELEVACION ) COMISION ESTATAL DEL AGUA PLANO TIPO TANQUE DE REGULARIZACION DE CONCRETO ARMADO CAPACIDAD 100M3 CONFORME JEFE DE ESTUDIOS Y PROYECTOS DIR. PLANEACION DIRECTOR GENERAL LEVANTO PROYECTO DIBUJO FECHA