Tank Deposit 12m3 DWG Section for AutoCAD

Tank Deposit 12m3 DWG Section for AutoCAD

Superficial tank – Plant – Sections – Details

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

Hº sº type, Esc, Cut to ‘, Revoke imperm., With sika, P. D., Hº cº type, Esc, Cut d ‘, Cut c ‘, Esc, Cut to ‘, Esc, Slab cover, Esc, The bottom, Esc, Plant tank, P. D., Hº cº type, Ventilation tube f.g., Cut c ‘, Mm cm., cleaning, Overflow, distribution, adduction, Mm cm., Mm cm, Mm cm., Mm cm., Antioxidant paint, With coating, Staircase f.g., Hº cº type, P.S., Fragmented slate, With angular, Cap met. Sanit. Pl, Tap Met. Sanit. Pl., With angular, Fragmented slate, Cut b ‘, Esc, quantity, metal lid, Elbow, Cutter, Balloon type stopcock, Hexagonal nipple, Tee f.g, or. universal, Hexagonal nipple, Balloon type stopcock, Tee f.g, or. universal, Hexagonal nipple, Balloon type stopcock, Cutter, or. universal, description, Pasamuro, Tee f.g, Pvc strainer, Elbows f.g., padlock, unity, P., storage, Tank accessories, air duct, Isometric plane, Overflow, cleaning, distribution, adduction, 11. P., U.u., 11. P., tee, elbow, 11. P., U.u., tee, elbow, elbow, elbow, adduction, elbow, Cutting overlaps, Grand total, scheme, length, Mm cm, Long total, quantity, N. of water, The background h º aº, N. of water, The background h º aº, distribution, cleaning, Mt., padlock

Raw text data extracted from CAD file:

Hº Sº TIPO A (210 Kg/Cm2) Esc 1:25 CORTE A - A' \A1;4.90 \A1;3.30 2 % REVOQUE IMPERM. CON SIKA - 1 60 % P. D. Hº Cº TIPO B (180 Kg./Cm2) L = 6.00 2 % Esc 1:20 CORTE D - D' CORTE C - C' Esc 1:20 CORTE A - A' Esc 1:20 LOSA TAPA Esc 1:20 LOSA FONDO \A1;2.70 \A1;0.50 \A1;3.40 Esc 1:25 PLANTA TANQUE 21 \A1;5.34 \A1;2.70 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.20 \A1;5.30 \A1;0.90 \A1;0.90 \A1;0.60 0.15 0.15 \A1;1.50 \A1;0.20 50% P. D. (180 Kg./Cm2) Hº Cº TIPO B TUBO DE VENTILACION F.G. d 1 1/2" A' 2 d 6 mm c/15 CORTE C - C' 3 d 6 mm c/15 4 d 6 mm c/15 6 d 6 mm C D 7 d 6 mm c/15 8 d 6 mm c/15 5 d 6 mm c/15 5 d 6 mm c/15 cm. 13 11 18 17 13 12 13 12 15 16 14 13 10 8 9 7 6 5 4 2 11 3 2 1 LIMPIEZA Y REBOSE d 2" d 11/5" DISTRIBUCION ADUCCION d 1 1/2" B B' A 9 d 6 mm c/15 cm. 9 d 6 mm c/15 cm 9 d 6 mm c/15 9 d 6 mm c/15 3 d 6 mm c/15 cm. 4 d 6 mm c/15 cm. 1 d 6 mm c/15 A 2 d 6 mm c/15 cm. 1 d 6 mm c/15 cm. 2 d 6 mm c/15 cm. 1 d 6 mm c/15 cm. PINTURA ANTIOXIDANTE CON REVESTIMIENTO DE ESCALINATA F.G. d 1/2" d 2" d 11/2" d 11/2" d 11/2" d 11/2" d 11/2" d 11/2" d 11/2" d 11/2" Hº Cº TIPO B 50 % P.D. PIZARRA FRAGMENTADA = 3 Kg/Cm2 0.72 x 0.72 CON ANGULAR 1 x 3/16" TAPA MET. SANIT. PL 1/16" TAP. MET. SANIT. PL. 1/16" 0.62 x 0.62 CON ANGULAR 1 x 3/16" \A1;2.70 \A1;3.40 PIZARRA FRAGMENTADA = 3 Kg/Cm2 CORTE B - B' Esc 1:25 CANTIDAD 1 3 2 1 2 2 1 1 1 1 1 5 3 2 1 1 1 1 1 1 2 21 TAPA METALICA 0.62 x 0.62 CODO F.G d 2" PASAMURO d 11/2" CORTAR A MEDIDA LLAVE DE PASO TIPO GLOBO d 11/2" NIPLE HEXAGONAL d 11/2" TEE F.G d 11/2" x 1" U. UNIVERSAL d 11/2" NIPLE HEXAGONAL d 11/2" LLAVE DE PASO TIPO GLOBO d 11/2" TEE F.G d 2" 17 U. UNIVERSAL d 2" NIPLE HEXAGONAL d 2" LLAVE DE PASO TIPO GLOBO d 2" PASAMURO d 2" CORTAR A MEDIDA 16 15 11 U. UNIVERSAL d 11/2" 12 13 14 10 9 7 6 5 DESCRIPCION PASAMURO d 11/2" (CORTAR A MEDIDA) TEE F.G d 11/2" COLADOR PVC CODOS F.G. d 11/2" 90º 4 8 19 18 3 2 N º 1 CANDADO 20 UNIDAD PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. PZA. ALMACENAMIENTO ACCESORIOS TANQUE DE TUBO DE VENTILACION d 11/2" PLANO ISOMETRICO REBOSE d 2" LIMPIEZA Y DISTRIBUCION ADUCCION Ll. p. U.U. U.U. Ll. p. TEE TEE CODO 90º Ll. p. U.U. TEE CODO 90º CODO 90º 90º CODO ADUCCION 90º CODO 0.80 0.10 0.40 0.40 \A1;2.30 \A1;1.50 0.40 \A1;1.50 \A1;0.90 \A1;0.20 \A1;1.10 \A1;0.20 2.10 \A1;2.30 \A1;1.22 \A1;0.90 \A1;1.80 1.10 \A1;0.10 \A1;0.20 \A1;0.20 1.80 2.10 \A1;0.10 397.82 T O T A L (M) T O T A L (Kg) 7% CORTE Y TRASLAPES GRAN TOTAL 91.50 6.40 97.90 9 d 6 mm c/15 a b c 0.08 0.08 9 2.65 2.81 106.78 38 d (mm) 6.00 Nº Esquema 2 d 6 mm c/15 3 d 6 mm c/15 Longitud a b c d e f g 6 3 d 6 mm c/15 cm 8 d 6 mm c/15 4 d 6 mm c/15 a a a a a a 7 d 6 mm c/15 a b c b c d e f g a b c d e b c b c b c d e b c 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 1 2 3 4 5 6 7 8 3.34 0.72 0.07 1.78 0.07 0.72 0.08 1.77 0.07 0.72 2.54 0.19 0.50 2.54 3.50 3.52 2.72 2.70 0.35 0.50 2.72 2.70 Long. Total 126.00 126.72 8.16 8.10 2.80 3.00 8.16 8.00 3 3 6 8 3 3 36 36 Cantidad 0.08 0.72 1.77 0.07 0.08 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 19 13 2 3 N. DE AGUA LOSA FONDO Hº Aº N. DE AGUA 2 % LOSA FONDO Hº Aº d 11/2" DISTRIBUCION LIMPIEZA d 2" 6 Mt. CANDADO 20 C' D' A'

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, deposit, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, plant, section, sections, supply, tank, treatment plant, wasserversorgung, water