Tank Of Water 10000gls DWG Elevation for AutoCAD

Tank of water on steel structure 12.000mts. – Plants – Elevations

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

Cms, scale, Shaft columns tank, scale, Foundation shaft, scale, cimentacion plant, Pl., scale, Pl., Development fund, scale, Development dome, scale, scale, Tank lift, Anchor bolt, Bolt holes, scale, cut, scale, Angle detail, Manhole cap, Indicated, date:, flat:, scale:, Tank details, content:, scale, Approved, drawing, Stamps, revised:, G.m. Rivera, Structural calculation:, Location:, design:, Gallon tank, draft:, owner, without, scale, scale, Pl., For stud bolts, Cms, Lower cut, Detail cuts columns, Upper cut, scale, Cms, flat:, date:, scale:, Indicated, Tank details, content:, scale, scale, drawer, Pl., Compression ring, Approved, Stamps, drawing, revised:, G.m. Rivera, Structural calculation:, Location:, design:, Gallon tank, owner, draft:, drawer, Tank side elevation, scale, drawer, Manhole, Pl., Pl., Lisa, Lisa, Platinum, Staircase detail, scale, Units, scale, Interior staircase, Units, Flat rod

Raw text data extracted from CAD file:

\A1;0.25 \A1;24″ \A1;3.50 Ø \A1;3.45 Ø \A1;4.00 \A1;1.40 x 1.40 \A1;0.40 \A1;0.20 \A1;4.00 \A1;1.20 \A1;0.30 \A1;0.10 \A1;0.40 \A1;0.40 \A1;12.00 \A1;3.00 \A1;3.794 Ø \A1;0.40 \A1;0.20 \A1;1.628 \A1;0.85 \A1;4.118 Ø \A1;0.25 \A1;0.10 \A1;0.25 \A1;0.10 \A1;3.00 \A1;4.00 \A1;3.00 \A1;1.40 \A1;0.10 \A1;0.10 \A1;1.40 \A1;0.61 \A1;0.25 \A1;4.00 \A1;4″ \A1;6″ \A1;12″ \A1;0.25 \A1;3.66 \A1;1.22 \A1;3.00 \A1;1.00 \A1;2.545 \A1;1.22 \A1;1.22 \A1;3.60 Ø \A1;0.60 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.25 \A1;12″ \A1;30″ \A1;27″ \A1;8″ \A1;24″ Ø \A1;0.20 \A1;6″ \A1;0.40 \A1;0.20 \A1;0.215 \A1;0.10 \A1;0.25 7.33 cms 0.68 cms \A1;0.217 \A1;0.221 \A1;0.35 \A1;0.20 \A1;3″ \A1;6″ \A1;4″ \A1;0.30 \A1;0.25 \A1;0.20 \A1;0.20 \A1;6″ \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.22 \A1;1.00 \A1;0.92 \A1;1.00 \A1;0.27 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.10 \A1;5.66 \A1;1.22 \A1;2.70 \A1;0.30 \A1;3.00=10′ \A1;3.60 Ø \A1;0.60 \A1;3.66 \A1;0.60 \A1;3.50 0.25 0.25 0.25 \A1;0.35 \A1;4.00 \A1;0.60 \A1;4″ \A1;3″ \A1;3″ \A1;3″ \A1;0.35 \A1;0.15 4#4 Y #3 @ 0.25 0.25 24″ 1:10 ESCALA : 3.50 Ø 3.45 Ø EJE COLUMNAS TANQUE ESCALA : W6 x 15 4.00 1:50 EJE CIMIENTOS W6 x 15 1:50 ESCALA : W6 x 15 W6 x 15 Z-1 (4 UNIDADES) W6 x 15 1.40 x 1.40 0.40 0.20 4.00 PLANTA DE CIMENTACION 1.20 0.30 PL. 0.40x 0.40x 1/2″ Z-1 0.10 ESCALA : A A PL. 0.40x 0.40x 1/2″ Z-1 0.40 0.40 12.00 3.00 3.794 Ø 0.40 0.20 1.628 0.85 8#5 A/S 4.118 Ø DESARROLLO FONDO ESCALA : 1:50 e=1/4″ DESARROLLO CUPULA 0.25 0.10 0.25 4#4 Y #3 @ 0.25 0.10 ESCALA : 1:50 3.00 ESCALA : 1:50 4.00 ELEVACION TANQUE 3.00 PERNO DE ANCLAJE Z-1 1.40 AGUJEROS 13/16″ PARA PERNOS DE 3/4″Ø e=1/2″ 0.10 0.10 A 1.40 1:50 ESCALA : 0.61 e=3/16″ 1:10 CORTE A-A ESCALA : 0.25 4.00 A Z-1 4″ 3/4″Ø 6″ 12″ 1:10 0.25 3.66 1.22 3.00 1.00 2.545 1.22 1.22 3.60 Ø 0.60 2 1 2 2 DETALLE DE ANGULO < 3"x 3"x 3/8" x 4" W6 x 15 0.30 0.15 MANHOLE TAPA 5/8" Ø OCTUBRE/2003 INDICADAS FECHA: PLANO: ESCALA: DETALLES TANQUE CONTENIDO: 0.25 0.25 3/16" 1:10 ESCALA : 12" 30" 27" 8" 24" Ø APROBO: DIBUJO : TIMBRES REVISO: G.M. RIVERA CALCULO ESTRUCTURAL: UBICACION: DISEÑO: 0.20 1/4" 1/4" TANQUE DE 10,000 GALONES PROYECTO: PROPIETARIO : 5/8"Ø 6" 0.40 1/4" 5/8" Ø 3/16" SIN 1/4" ESCALA 3/8" < 3"x 3"x 3/8" x 4" DETALLE-1 ESCALA : 1:10 PL. 0.40x 0.40x 1/2" 11/16"Ø PARA PERNOS DE 5/8"Ø W6 x 15 0.20 e=1/4" 0.215 < 3"x 3"x 3/8" x 4" 1/2" 5/8"Ø 0.10 0.25 7.33 cms CORTE INFERIOR DETALLE CORTES COLUMNAS CORTE SUPERIOR W6 X 15 ESCALA : 1:10 0.68 cms OCTUBRE/2003 PLANO: FECHA: ESCALA: INDICADAS DETALLES TANQUE CONTENIDO: < 3"x 3"x 3/8" x 4" 5/8"Ø 0.217 1/2" 1/4" DETALLE-2 ESCALA : 1:10 W6 X 15 DETALLE-3 ESCALA : 1:10 CAJON 6"x 3"x 1/4" 5/8"Ø e=1/4" 0.221 0.35 0.20 1/4" 3" 6" PL. 0.30x 0.30x 1/2" 4" 0.30 0.25 0.20 W6 x 15 e=1/4" 0.20 1/4" ANILLO DE COMPRESION 6" 1/4" 1/4" APROBO: TIMBRES DIBUJO : REVISO: G.M. RIVERA CALCULO ESTRUCTURAL: UBICACION: DISEÑO: TANQUE DE 10,000 GALONES PROPIETARIO : PROYECTO: 1.00 1.00 1.00 1.22 1.00 0.92 1.00 0.27 1.00 1.00 1.00 1.00 1.10 e=1/4" e=1/4" e=3/16" e=3/16" e=3/16" e=3/16" e=3/16" e=3/16" e=1/4" DET-1 DET-1 5.66 DET-2 DET-2 DET-3 1.22 2.70 0.30 3.00=10' CAJON 6"x 3"x 1/4" CAJON 6"x 3"x 1/4" CAJON 6"x 3"x 1/4" 5/8"Ø 5/8"Ø 5/8"Ø 5/8"Ø 5/8"Ø 5/8"Ø 5/8"Ø 5/8"Ø ELEVACION LATERAL TANQUE ESCALA : 1:50 CAJON 6"x 3"x 1/4" CAJON 6"x 3"x 1/4" W6 x 15 MANHOLE 3.60 Ø 0.60 3.66 PL. 1 1/2"X 1/4" PL. 2"x 1/4" @ 1.50 0.60 5 PL. 1 1/2"X 1/4" W6 X 15 5/8"Ø LISA 0.25 0.25 5/8"Ø LISA 0.25 PLATINA DE 2"x1/4" @ 1.00 PLATINA DE 2"x1/4" DETALLE ESCALERA ESCALA : 1:10 16 UNIDADES 0.35 4.00 0.60 4" 3" 3" 3" 0.35 0.15 ESCALA : ESCALERA INTERIOR 1:10 14 UNIDADES 4#6 Y #3 @ 0.20 VARILLA LISA DE 5/8" Ø