Structural Plane Of Tank DWG Detail for AutoCAD

Structural Plane Of Tank DWG Detail for AutoCAD

Details – specifications -dimensions

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

the cells filled with grout, the cells filled with grout, to grow, people of the states, of c.v., cement floor, floor, all cells, ace., its T., ref. vertical, horizontal reinforcement, filled with grout, compacted, cement floor, dense slab, thickness, ref. ace., vertical reinforcement, horizontal reinforcement, slab of, solera scc, all cells filled with grout, vertical reinforcement, horizontal reinforcement, slab of, solera scc, all cells filled with grout, projected water level, double bed, dense slab, thickness, ref. ace., trace plant, scale, cistern a.p. a.ll., cross section, scale, cistern a.p. a.ll., its T. mm, mortar, quality polished in, slab interior walls., water repellant, polished repellent, mortar, on foundation slab, scale, wall mount, see detail, tank access, Foundation, deck slab plant, scale, cistern a.p. a.ll., vain, scc, scc, vcc, scc, dense slab, thickness, ref. ace., double bed, dense slab, thickness, ref. ace., double bed, vcc beam, solera scc, its T. mm, scc, its T. mm, vcc, its T. mm, double bed, for tank pump, house plant, block walls, With everyone, the cells filled., tank detail for tank pump, scale, ref. horizontal, ref. vertical, n.p.t., ace., expansive, concrete floor, simple, plant, elevation, scc, tank

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.25 \A1;0.30 \A1;2.55 \A1;2.00 \A1;TODAS LAS CELDAS LLENAS CON GROUT \A1;2.55 \A1;0.10 \A1;TODAS LAS CELDAS LLENAS CON GROUT \A1;0.25 \A1;0.20 \A1;0.35 \A1;0.125 \A1;45° \A1;0.65 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.45 \A1;0.15 2.45 2.45 5.00 2.50 \A1;5.10 \A1;0.20 \A1;2.30 \A1;0.20 \A1;2.70 \A1;0.20 \A1;2.35 \A1;4.70 \A1;0.20 \A1;2.35 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.35 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.65 \A1;0.65 \A1;0.15 \A1;1.15 \A1;1.20 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.18 \A1;1.45 \A1;0.06 \A1;1.45 \A1;0.80 \A1;1.60 \A1;1.40 \W0.95;EL \W1.035;G O B I E R N O D E \T1.05;M\T0.95; I N I S T E R I O\T1; \T0.95;D E\T1; \T0.95;E D U C A C I O N \W1.11;UN\U+00C1MONOS PARA CRECER \W0.95;S \W0.95;A \W0.95;L \W0.95;V \W0.95;A \W0.95;D \W0.95;O \W0.95;R \W1.25;U \M+1819A \M+1819A \W1.025;DEL PUEBLO DE LOS ESTADOS \W1.025;UNl\H1.0448x;DOS DE AM\U+00C9R\H0.95709x;l\H1.0448x;CA \W1.15;N \W1.15;l \W1.25;T \W1.25;E \W1.15;D \W1.15;S \W1.15;S \W1.25;E \W1.25;E \W1.15;N \W1.25;T \W1.25;T \W1.15;l \W1.15;N \W1.15;N \W1.15;N \W1.15;N \W1.25;A \W1.25;A \W1.25;A \W1.25;A \W1.25;T \W1.25;T \W1.25;T \W1.25;E \W1.25;E \W1.25;E \W1.25;E \W1.15;D \W1.15;l \W1.25;G \W1.25;C \W1.15;Y \W1.25;R \W1.15;O \W1.25;L \W1.25;L \W1.15;O \W1.15;V \W1.25;P \W1.05;M \W1.29323; \T1.32000;I N G E N I E R O S, \W1.29323; \T1.32000;S.A. de C.V. 3.20 5.60 0+110.00 0+100.00 0+090.00 0+080.00 0+070.00 0+060.00 0+050.00 0+040.00 0+030.00 0+020.00 0+010.00 0+000.00 0+090.00 0+080.00 0+070.00 0+060.00 0+050.00 0+040.00 0+030.00 0+020.00 0+010.00 0+000.00 0+060.00 0+040.00 0+020.00 0+000.00 0+120.00 0+110.00 0+100.00 0+090.00 0+080.00 0+070.00 0+060.00 0+050.00 0+040.00 0+030.00 0+020.00 0+010.00 0+000.00 0+120.00 0+110.00 0+100.00 0+090.00 0+080.00 0+070.00 0+060.00 0+050.00 0+040.00 0+030.00 0+020.00 0+010.00 0+000.00 0+120.00 0+110.00 0+100.00 0+090.00 0+080.00 0+070.00 0+060.00 0+050.00 0+040.00 0+030.00 0+020.00 0+010.00 0+000.00 777.0 777.5 779.5 780.0 781.5 781.0 780.5 781.0 778.5 776.0 776.5 777.0 776.0 776.0 781.0 781.0 780.5 780.0 779.5 779.0 778.5 780.5 780.0 779.5 779.0 778.0 778.0 778.5 779.0 779.5 778.0 778.5 779.0 776.0 776.5 777.0 777.5 775.5 776.0 776.5 777.0 776.0 776.5 777.0 777.5 778.0 778.0 778.5 776.0 776.5 777.0 777.5 778.0 776.0 776.5 776.5 777.0 777.5 778.0 778.5 779.0 778.5 778.0 778.0 778.5 779.0 779.5 780.0 780.5 781.0 780.0 780.5 781.0 781.5 779.5 780.0 780.5 778.5 779.0 779.5 780.0 780.5 781.0 778.0 778.0 780.5 780.0 779.5 779.0 778.5 782.0 782.5 782.5 780.0 780.5 781.0 781.5 782.0 780.0 780.5 781.0 781.5 782.0 780.0 779.5 779.0 777.0 777.0 777.5 777.5 781.0 780.5 780.0 779.5 779.0 778.5 778.0 778.5 779.0 779.5 780.0 776.0 776.0 776.5 776.5 777.0 777.5 778.0 778.0 778.5 779.0 779.5 780.0 780.5 774.0 774.0 774.5 774.5 775.0 775.5 776.0 776.5 777.0 777.5 778.0 778.5 779.0 779.5 780.0 780.5 780.0 780.5 779.5 780.0 774.0 774.5 775.0 775.5 775.5 776.0 776.5 777.0 777.5 778.0 778.5 779.0 773.0 773.5 774.0 774.5 775.0 775.5 776.0 776.5 777.0 777.5 778.0 773.5 774.0 774.5 775.0 775.5 776.0 776.5 777.0 777.5 774.0 774.5 775.0 775.5 776.0 776.5 777.5 777.0 776.5 776.5 777.5 777.0 776.5 776.0 775.5 775.0 776.0 776.5 777.0 777.5 5 5 5 SUELO CEMENTO 20:1 SUELO TODAS LAS CELDAS No4 @ 0.20 A.S. 0.125 6 No4 EST. No3 @ 0.15 5 5 5 No.4 @ 0.20 REF. VERTICAL REFUERZO HORIZONTAL 2 d 7.01mm @ 0.40 LLENAS CON GROUT COMPACTADO 5 5 5 SUELO CEMENTO 20:1 LOSA DENSA ESPESOR 12.5cm REF. No.3 @ 20.0cm A.S. REFUERZO VERTICAL No4 @ 0.20 REFUERZO HORIZONTAL 2 d 7.01 mm @ 0.40 LOSA DE SOLERA SCC TODAS LAS CELDAS LLENAS CON GROUT 5 5 REFUERZO VERTICAL No4 @ 0.20 REFUERZO HORIZONTAL 2 d 7.01 mm @ 0.40 LOSA DE SOLERA SCC TODAS LAS CELDAS LLENAS CON GROUT NIVEL PROYECTADO DE AGUA DOBLE LECHO LOSA DENSA ESPESOR 12.5cm REF. No.4 @ 20.0cm A.S. PLANTA DE TRAZO ESCALA 1:25 CISTERNA A.P. Y A.LL. SECCION TRANSVERSAL A-A ESCALA 1:25 CISTERNA A.P. Y A.LL. C-2 ESCALA.1:10 8 No4 2 EST. d7.01 mm @ 0.15 5 5 5 5 5 5 MORTERO 3:1 O CALIDAD SIMILAR, AFINADO Y PULIDO EN LOSA INTERIOR Y PAREDES. REPELLADO CON IMPERMEABILIZANTE SIKA-1 REPELLADO Y PULIDO MORTERO 3:1 5 EN LOSA DE FUNDACION ESCALA 1:12.5 APOYO DE PARED VER DETALLE DE ACCESO A CISTERNA FUNDACION FUNDACION C-2 C-2 C-2 C-1 C-2 C-1 5 5 5 5 PLANTA DE LOSA DE CUBIERTA ESCALA 1:25 CISTERNA A.P. Y A.LL. VANO SCC 5 5 5 5 5 5 5 5 5 5 SCC SCC SCC SCC VCC SCC LOSA DENSA ESPESOR 12.5cm REF. No.3 @ 20.0cm A.S. DOBLE LECHO LOSA DENSA ESPESOR 12.5cm REF. No.3 @ 20.0cm A.S. DOBLE LECHO VIGA VCC PELDA\U+00D1O d5/8" 5 5 5 5 SOLERA SCC SOLERA SCC C-1 5 5 ESCALA.1:10 4 No4 EST. d7.01 mm @ 0.15 SCC 5 5 ESCALA.1:10 4 No4 EST. d7.01 mm @ 0.15 VCC 5 5 ESCALA.1:10 4 No5 EST. d7.01 mm @ 0.15 A A 3 No3 @ 0.10 L=1.00 DOBLE LECHO 5 5 5 5 PARA BOMBA DE CISTERNA 5 PLANTA DE CASETA PAREDES DE BLOQUE 15x20x40cms. CON TODOS LAS CELDAS LLENAS. 5 DETALLE DE CASETA PARA BOMBA DE CISTERNA 5 5 5 ESCALA 1:20 No3 No3 No3 No3 No3 No3 No3 d7.01mm@0.40 REF. HORIZONTAL REF. HORIZONTAL d7.01mm@0.40 REF. VERTICAL No3@0.60 N.P.T. N=0+0.05 N=0+0.00 5 5 5 5 ANG.1 1/2"x1/8" No3 BS No3@0.10 a.s. 6ANCLA EXPANSIVA 3/8"(1 1/2") 1.45 PISO DE CONCRETO SIMPLE 5cms. BS BS 5 5 5 ANG.2"x1/8" N=0+0.05 PLANTA ELEVACION No3 No3 No3 N=0+0.00 SCC cisterna 902.20 902.20 902.20 902.20 902.20 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, base, constructive, DETAIL, details, dimensions, DWG, FOUNDATION, foundations, fundament, plane, specifications, structural, tank