Building DWG Block for AutoCAD

Pumphouse.

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

Colunmas detail, xx cut, column table, fence column detail, cut aa, bb cut, pump support slab, well, detail walls, tarred wall, counterzoal in, with mortar and painted, sidewalk, protection, galvanized fixed to belts, steel corrugated sheet, lifting

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.20 \A1;2.40 – 2.90 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.25 .15 \A1;0.20 .25 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.20 \A1;2.40 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.20 \A1;2.90 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.10 \A1;0.40 1.80 0.80 \A1;0.25 \A1;0.15 ,25 1,30 1,20 ,25 2.40 ,25 ,50 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.25 \A1;2.50 \A1;0.25 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.25 \A1;1.30 \A1;1.20 \A1;0.26 \A1;0.40 \A1;0.40 \A1;0.75 \A1;0.75 \A1;0.40 \A1;0.75 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.25 \A1;2.50 \A1;0.25 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.25 \A1;1.30 \A1;1.20 \A1;0.26 \A1;0.40 \A1;0.75 C-2 C-1 C-2 C-1 A 5 5 2.40 – 2.90 5 DETALLE COLUNMAS (ESC. : 1/20) 0.40 5 RTO .25 1a .05 Ambos 4a .10 sentidos d 3/8″ 4 d 1/2″ 5 5 CORTE X-X CUADRO DE COLUMNAS 4 d 1/2″ Estr. d 3/8″ 2d 1/2″ 1@.05+3@.10+3@.15 r 4.25 C1 2d 1/2″ 5 5 d 3/8″ 1@ 0.05 4@ .10 RTO @ .25 ambos extremos .35 .20 4 d 1/2″ (ESC. : 1/20) DETALLE COLUMNA DE CERCO X X N.T.N. +0.00 N.T.N. +0.00 5 5 CORTE A-A (ESC: 1/25) N.P.T. +0.15 CORTE B-B (ESC: 1/25) N.P.T. +0.15 C-1 1 2 “@.20 A.S 0.20 LOSA DE APOYO BOMBA 2.00 5 5 2.40 5 0.40 0.25 N.T.N. +0.00 5 5 d 3/8″ 1@ 0.05 4@ .10 RTO @ .25 ambos extremos .20 X X 5 5 2.90 5 0.40 0.25 N.T.N. +0.00 5 5 d 3/8″ 1@ 0.05 4@ .10 RTO @ .25 ambos extremos .20 X X 1.80 0.80 POZO DETALLE MUROS (ESC. : 1/20) RTO .25 1a .05 Ambos 4a .10 sentidos d 3/8″ 4 d 1/2″ 5 5 VP 101 .15 .05 .10 .40 .40 .15 .05 .10 .40 .40 .15 5 5 5 5 2.40 5 MURO TARRAJEADO CONTRAZOCALO EN CEMENTO PULIDO H=0.20 M. CON MORTERO Y PINTADO VEREDA DE PROTECCION GALVANIZADO FIJADA A CORREAS PLANCHA ACANALADA DE ACERO 5 N.+ 3.15 ELEVACION ESC. 1:50 \fArial Black|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lCUADRO DE VANOS \fArial Black|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lTIPO \fArial Black|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lALFEIZER \fArial Black|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lANCHO \fArial Black|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lALTO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lV-01 2.15 2.50 \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l0.75 \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lP-01 \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l- 1.20 2.40 A A A A A A A B B 5 5 5 5 5 5 5 5 5 5 5 5 5 V-02 1.50 1.30 0.90 \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lP-01 V-02 V-01 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VP 101 VP 101 VP 101 VP 101 CORREA 3″ X 2″ CORREA 3″ X 2”