Storage Tank DWG Block for AutoCAD

Architecture metal housing 3-tier structure and cutting the water storage tank.

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

regional coordinating executing unit, tachira, u c e r, u c e r., state government tachira, u. and. bolivariana la pradera, indicated, bolivariana republic of venezuela, cardenas, project :, location :, ucer coordinator, rehabilitation coordination :, arq. designer :, municipality :, institution :, ing. Calculator :, owner :, ing. electrician :, scale :, date :, digitizer :, content :, johnny borrero, rehabilitation and construction of classrooms for the school, distribution plant and facades, withdrawal grass, meter, adduction, street, type a, type c, section b-b ‘, floor, section a-a’, details of the visitor’s mouth, elevation, and breakers, note:, angle brackets, —–, padlock, iron plate, rod, angles, hinges, angle , lengths, quantity, description, list of materials, cc section, detail hinge

Raw text data extracted from CAD file:

5 DE JULIO DE 1811 14 DE MARZO DE 1856 24 DE MARZO DE 1864 5 DE JULIO DE 1811 14 DE MARZO DE 1856 24 DE MARZO DE 1864 Arq. 1/1 UNIDAD COORDINADORA EJECUTORA REGIONAL TACHIRA U C E R TARIBA CALLE 2 CARRERA 3 U C E R. GOBERNACION DEL ESTADO TACHIRA Arq. Rafael A. Becerra Hevia CIV 101.739 Ing. Michelson Morales CIV. 150.130 Ing. Jesus A. Tello Ruiz CIV. 146.508 Arq. Luz Marina Dugarte CIV.61.285 Ing. Doris Yanez CIV. 56.589 U. E. BOLIVARIANA LA PRADERA Indicada S/C. 20 -12 - 2004 REPUBLICA BOLIVARIANA DE VENEZUELA CARDENAS Proyecto: Ubicacion: Coordinador UCER: Coordinacion Rehabilitacion: Arq. Proyectista: Municipio: Institucion: Ing. Calculista: Propietario: Ing. Electricista: Escala: Fecha: Digitalizador: Contenido: Johnny Borrero Lamina N°: REHABILITACION Y CONSTRUCCION DE AULAS PARA LA ESCUELA PLANTA DE DISTRIBUCION Y FACHADAS 9,85 1,21 ,75 2,20 ,30 ,00 R1,60 RETIRO GRAMA 0.0 9.848572239046916 5 1.212572141434066 0.7468320715706795 2.199999999953434 \A1;0.40 \A1;0.75 \A1;1.65 \A1;0.90 2,12 2,17 1,50 4,20 3,05 1,48 ,45 3,40 5,50 \A1;.30 \A1;2.00 \A1;2.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.00 \A1;0.20 \A1;0.20 \A1;2.00 \A1;0.20 2,20 \A1;.20 \A1;3.40 \A1;.20 \A1;3.00 \A1;2.20 \A1;0.20 \A1;0.14 \A1;0.04 \A1;0.04 \A1;0.04 \A1;0.04 \A1;0.04 \A1;.05 \A1;0.72 \A1;0.127 \A1;0.127 \A1;0.466 \A1;0.70 \A1;0.25 \A1;0.71 \A1;0.70 1,65 \A1;0.04 \A1;0.45 \A1;0.25 \A1;0.20 \A1;0.53 \A1;5.51 \A1;0.20 5 5 Medidor Va a aducción 3/4" B0MBA TANQUE MINIMO 14.000 LT 5 5 5 5 5 5 5 5 5 5 5 5 CALLE TIPO A TIPO C 5 SECCION B-B' \A1;0.20 5 5 5 .30 5 5 5 5 5 5 1/2" 3/8" 3/8" 1/2" 5 1/2" 1/2" 1/2" 1/2" 3/8" 3/8" 1/2" 1/2" P L A N T A 5 .20 .20 5 PENDIENTE 1% --> B B' A' A 1/2" 3/8" 1/2" 1/2" 3/8" 1/2" 1/2" 1/2" 5 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" SECCION A-A' 3/8" 3/8" 3/8" 1/2" 3/8" 3/8" 3/8" 5 5 5 5 5 5 5 DETALLES BOCA DE VISITA C C .05 0.72 0.127 0.127 0.466 0.70 0.25 0.71 0.70 ELEVACION ESCALA. 1:20 Y ROMPECARGAS 2.- DE 0.50x0.50x.030 PARA TANQUILLAS 1.- DE 0.70x0.70x0.30 PARA TANQUES NOTA: 1.1/2"x1/4"x0.80 PLETINAS EN ANGULO 2 7 ----- CANDADO 1 6 3/32"x1.19m2 PLANCHA DE HIERRO -- 5 d1/2"x0.30 CABILLA -- 4 2"x2"x3/16"x0.05 ANGULOS 8 3 ----- BISAGRAS 2 2 1.1/2"x1.1/2"x3/16"x3.00 ANGULO -- 1 LONGITUDES N°. CANTIDAD DESCRIPCION LISTA DE MATERIALES 06 01 03 03 06 07 01 04 02 04 05 02 01 ESCALA. 1:20 SECCION C-C P L A N T A ESCALA. 1:20 ESCALA. 1:20 DETALLE BISAGRA 5 5 5 3/8" 3/8" 0.25 5 5 5 5