Drying Bed In A Treatment Plant DWG Block for AutoCAD

Drying Bed In A Treatment Plant DWG Block for AutoCAD

The sludge drying bed is usually the last component of a treatment plant wastewater; but sometimes also included in treatment plants; especially when the potable water is derived from a river .

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

Dry bed, beam, Spatter, beam, beam, Spatter, beam, Drying bed, Dried bed detail internal collector pipes, Reinforced concrete slab, Brick rex, gross sand, Jigsaw, Dry bed, Stirrups, cut, Esc .:, Stirrups, Bed dry distribution steel beams concrete reinforced concrete bottom, Brick rex, gross sand, Jigsaw, beam, upright, Spatter, Bloques, Bloquetas, beam, Spatter, Anchor plug, Collection pipe, Wicks to fix letter template, Top wood, Lower wood, kind, Wooden beam, kind, Wood beam, upright, kind, Wood beam, upright, Anchor, beam, Pvc salt, Of fixing of collecting pipes, Reception camera, Rto., floor, Table of column sections, Esc:, Esc:, Frame sections beams esc., ground, Admissible pressure, mortar, Joint cm., Compression masonry, Brick solid kk clay:, Specific weight masonry, masonry, Of materials, Foundations f’c, Fc, Simple concrete, Reinforced concrete, False floor, Overeating, Soles f’c, Fc, Technical specifications, F’c shoes, F’c beams, Steel f’c, Pg, P.m., Clay king clay brick unit, Carrying capacity, Fm, Portland cement type in general, rules, Coatings, Beams, Cm., Confinement columns, Cm., Prof. Of foundation: m., Structural columns, Shoes, Cm., factor of, Loading standards …………………………….., Soil foundation standards …………, Standards of reinforced concrete ……………., Layer: cement sand finish scratched, Layer: the hours cement sand, Finished thickness., In both layers sika waterproofing additive is used, Similar in proportion according to specifications, manufacturer., Column detail, Esc .:, Estrivos rto., Wood straps, Tijeral, Dried bed, cut, Esc .:, Brick rex, gross sand, Jigsaw, beam, beam, Clamps

Raw text data extracted from CAD file:

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Ø1/4":1@ .05,6@.10, Rto.@.25 a/e 26 ESTRIBOS . CORTE A- A Esc.: 1/50 Ø3/8"@0.20 Ø3/8"@0.20 2Ø1/2" Ø1/4":1@ .05,6@.10, Rto.@.25 a/e 26 ESTRIBOS 0.0999999999999943 5 5 5 5 Z Z Y Y X X Z Z Y Y X X 2.120000000000005 \LCORTE C-C LECHO SECADO - Distribucion Acero Muros, Vigas y Losa Fondo de Concreto Armado \H0.6x;\lESC. 1:50 01 01 5 5 0.1500000770405165 5 5 5 5 5 5 5 5 LADRILLO REX 0.09x0.13x0.23 Junta=1" ARENA GRUESA h=0.30 GRAVA ZARANDEADA D=1/4" A 1/2" h=0.10 GRAVA ZARANDEADA D=1" A 1 1/2" h=0.30 VIGA 0.20x0.25 VIGA 0.20x0.25 MONTANTE 2"x4" 5 0.3100000000000023 0.0800000000000125 0.3000000000000114 0.2299999999999898 0.2500000017019524 0.3000000000000114 0.2999999999999829 1.268858584385615 1.213367827079592 0.1507950022738953 \LCORTE Z-Z SALPICADOR \H0.6x;\lESC. 1:10 0.0999999999999091 0.1999999999999886 0.1999999999999886 0.1999999999999886 0.1000000000000796 0.0500000000000114 0.25 0.7999999999999545 0.1999999999999886 0.1999999999999886 0.1999999999999886 0.25 0.0750000000000455 0.2249999999999659 0.0 0.0749999999999886 \LCORTE Y-Y BLOQUITOS \H0.6x;\lESC. 1:10 0.1999999999999886 0.1999999999999886 0.1999999999999886 0.25 0.3000000000000682 \LCORTE X-X BLOQUETAS \H0.6x;\lESC. 1:20 0.5999999999999659 0.5999999999999659 VIGA 0.20x0.25 VIGA 0.20x0.25 VIGA 0.20x0.25 VIGA 0.20x0.25 \LPLANTA SALPICADOR \H0.6x;\lESC. 1:10 0.0999999999999375 0.1999999999999886 0.2000000000001876 0.1999999999999886 0.0999999999999091 0.8000000000000114 0.8000000000000114 0.8000000000000114 0.1499999999999773 0.2250000000000227 \LDetalle Anclaje Tapon \lESC: 1/20 0.2991632197558829 0.0508367802444809 0.0999999999999659 0.2991632197558829 5 0.1100000000000136 0.1100000000000136 0.1100000000000136 0.1100000000000136 0.1100000000000136 0.1000001353351365 0.0999999999991701 \LDetalle Tuberia Recoleccion \lESC: 1/10 0.1100000000000136 0.1100000000000136 0.3000000000000398 5 5 Mechas para fijar MODELO DE LETRA 0.1500000770405165 0.0999999999999943 5 1.049999997897004 1.049999997897032 1.049999997897004 1.049999997897004 1.049999997897004 1.049999997897004 1.049999997897004 1.049999997897004 0.9370635856731724 0.4752100935542387 MADERA SUPERIOR 2"x6" MADERA INFERIOR 2"x6" \LCARTELA TIPO 01 \H0.6x;\lESC. 1:10 VIGA DE MADERA 2"x6" VIGA DE MADERA 2"x6" 0.6999999651397388 0.3729599473368808 0.3007950026521087 5 \LCARTELA TIPO 03 \H0.6x;\lESC. 1:10 0.2852233892774052 0.2999984439331342 0.1999999999991076 0.1852410922601848 5 VIGA MADERA 2"x6" MONTANTE 2"x4" \LCARTELA TIPO 02 \H0.6x;\lESC. 1:10 VIGAA MADERA 2"x6" MONTANTE 2"x4" 5 5 5 5 5 0.3000000000000114 0.375 0.0500000000000114 \LDETALLE ANCLAJE BLOQUETAS Y SALPICADOR \H0.6x;\lESC. 1:25 0.3000000000000114 1.400000082043448 5 0.2500000066982011 0.8000000000000114 0.25 VIGA 0.20x0.25 PVC SAL Ø6" \LTablilla de Fijacion de Tuberias Recolectoras \H0.6x;\lESC. 1:25 5 \LPLANTA CAMARA RECEPCION \H0.6x;\lESC. 1:25 \LCORTE W-W CAMARA RECEPCION \H0.6x;\lESC. 1:25 0.7000000000000739 0.1500000000000341 0.1499999999999773 1.5 0.1500000000000341 0.7000000000000739 0.1500000000000341 W W 0.0999999999999943 0.1000000001806143 0.1000000000000227 0.9000000009703513 0.0999999999999943 0.1499999999999773 1.5 0.1500000000000341 0.0999999999999943 0.1000000001806143 0.1000000000000227 0.9000000009703513 0.0999999999999943 d 3/8", 1 @ 0.05, 6 @ 0.10, Rto. @ 0.25 d 3/8", 1 @ 0.05, 6 @ 0.10, Rto. @ 0.25 \L1er Piso CUADRO DE SECCIONES DE COLUMNAS (ESC. 1/10) \W3.00117; \LC-1 \W7.35086; ESC: 1/10 0.199999999254743 0.149999999988836 \W3.00117; \LC-2 \W7.35086; ESC: 1/10 0.199999999254743 0.1999999999888473 \LSECCION 01-01 \lESC: 1/10 0.1999999999888473 0.2499999995965254 Cuadro Secciones Vigas Esc. 1/10 2.00.- DEL SUELO PRESION ADMISIBLE - MORTERO : C : A = 1 : 5 - JUNTA : 1.5 cm. - Compresión Albañileria : - Ladrillo Macizo KK arcilla: - Peso Especifico Albañileria : 10 x 24 x 14 03. ALBAÑILERIA 1.00.- DE LOS MATERIALES CIMIENTOS CORRIDOS f'c = 100 Kg/cm2. f'c = 140 Kg/cm2. 01. CONCRETO SIMPLE 02. CONCRETO ARMADO FALSO PISO SOBRECIMIENTOS Solado f'c = 100 Kg/cm2. f'c = 140 Kg/cm2. ESPECIFICACIONES TECNICAS ZAPATAS f'c = 175 Kg/cm2 VIGAS f'c = 210 Kg/cm2 ACERO f'c = 4200 Kg/cm2 = 0.8 Kg/cm2. (C:H=1:10+25% P.G.Ø 6"mäx) (C:H=1:8+25% P.M.Ø 4"max) - UNIDAD : LADRILLOS KING KONG DE ARCILLA - CAPACIDAD PORTANTE : 2.5 Kg/cm2. f'm = 55 kg/cm2 1,800.00 kg/m3 CEMENTO PORTLAND TIPO V EN GENERAL 6.00.- NORMAS 4.00.- RECUBRIMIENTOS VIGAS SOLERAS = 3.00 cm. COLUMNAS DE CONFINAMIENTO = 2.50 cm. - PROF. DE CIMENTACION: 1.50 m. (Minimo) COLUMNAS ESTRUCTURALES ZAPATAS = 10.0 cm. = 3.00 cm. - FACTOR DE ZONA(2) : 0.30 - Normas de Carga................................... E-020 - Normas de Suelo y Cimentación............ E-050 - Normas de Concreto Armado ................ E-020 1era Capa: Mezcla Cemento Arena 1:5cm Acabado rayado 2da Capa: a las 24 horas Mezcla Cemento Arena 1:3cm espesor 5mm acabado frotachado. En ambas capas se utilizan aditivo impermeabilizante Sika 1 o similar en proporción de acuerdo a las especificaciones del fabricante. s A A A B B 11.17000000000493 2.400000000146465 B DETALLE DE COLUMNA Esc.: 1/25 Estrivos Ø3/8":1@.05, 4@.10, 3@/.15, Rto. @.20 5 5 0.1500000000000057 C-1 5 5 CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" TIJERAL TIJERAL TIJERAL TIJERAL 2.400000000146465 2.400000000146465 \LCOBERTURA LECHO SECADO \H0.6x;\lESC. 1:50 CORTE B - B Esc.: 1/25 5 9.999999977066494 0.1500000770405165 LADRILLO REX 0.09x0.13x0.23 Junta=1" ARENA GRUESA h=0.30 GRAVA ZARANDEADA D=1/4" A 1/2" h=0.10 GRAVA ZARANDEADA D=1" A 1 1/2" h=0.30 VIGA 0.20x0.25 5 0.9999999991641744 5 2.399999939779292 VIGA 0.20x0.25 \LDetalle Abrazaderas \H0.6x;\lESC. 1:25 2.39999993977932 2.399999939779292 2.399999939779292 5 1.125050096835196 0.7000000000000739 0.1500000000000341 0.3100000000000023 0.0800000000000125 0.3000000000000114 0.2299999999999898 0.0999999999999943 0.8199994925224452 1.533360922929258 0.7000000210752262 0.1500000000000341

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

Dry bed, beam, Spatter, beam, beam, Spatter, beam, Drying bed, Dried bed detail internal collector pipes, Reinforced concrete slab, Brick rex, gross sand, Gravel shaken, Dry bed detail arrangement of gravel sand, Stirrups, cut, Esc .:, Stirrups, Dry bed distribution steel beams concrete reinforced concrete bottom, Brick rex, gross sand, Gravel shaken, beam, upright, Spatter, Bloques, Bloquetas, beam, Spatter, Anchor plug, Collection pipe, Wicks to fix letter pattern, Top wood, Lower wood, kind, Wooden beam, kind, Wood beam, upright, kind, Wood beam, upright, Anchor, beam, Pvc salt, Fixing pipe fittings, Reception camera, Rto., floor, Column section box, Esc:, Esc:, Frame sections beams esc., ground, Admissible pressure, mortar, Joint cm., Compression masonry, Solid brick kk clay:, Weight specific masonry, masonry, Of materials, Foundations f’c, Fc, Simple concrete, Reinforced concrete, False floor, Overeating, Soles f’c, Fc, Technical specifications, F’c shoes, F’c beams, Steel f’c, Pg, P.m.ø, Clay king clay brick unit, Carrying capacity, Fm, Portland cement type in general, rules, Coatings, Beams, Cm., Confinement columns, Cm., Prof. Of foundation: m., Structural columns, Shoes, Cm., factor of, Loading standards …………………………….., Soil foundation standards …………, Standards of reinforced concrete ……………., Layer: cement sand finish scratched, Layer: the hours mixing cement sand, Finished thickness scuffed., In both layers sika waterproofing additive is used, Similar in proportion according to specifications, manufacturer., Column detail, Esc .:, Estrivos rto., Wood straps, Tijeral, Dried bed, cut, Esc .:, Brick rex, gross sand, Gravel shaken, beam, beam, Clamps

Raw text data extracted from CAD file:

A 01 01 01 01 .20 4.65 .15 9.66 .15 01 01 01 01 3.93 .15 9.66 3.93 .15 1.50 .15 .15 .60 .20 4.65 10.00 01 01 01 01 01 01 .20 9.90 .15 .15 .20 10.00 0.35 2.60 2.60 2.70 2.70 .55 1.70 2.60 2.60 2.60 2.60 9.66 1.65 2.70 1.45 9.66 .20 9.90 .15 .15 .20 10.00 \A1;. \A1;. \A1;0.25 \A1;0.25 \A1;0.23 \A1;0.08 \A1;0.25 \A1;0.30 \A1;0.60 \A1;0.80 \A1;0.80 \A1;0.15 \A1;0.23 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.08 \A1;0.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.70 \A1;0.70 \A1;0.37 \A1;0.30 \A1;0.14 \A1;0.29 \A1;0.30 \A1;0.20 \A1;0.19 \A1;0.30 \A1;0.40 \A1;0.16 \A1;0.14 \A1;0.30 0.38 0.05 0.30 0.30 1.40 0.10 0.25 0.80 0.25 0.110 0.15 0.70 0.15 0.15 0.10 0.10 0.10 0.90 0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 0.70 0.15 1.50 0.15 0.10 0.10 0.10 0.90 0.10 1.50 0.15 \A1;0.15 \A1;0.20 11.17 2.40 3.60 .15 .15 2.40 2.40 .70 .15 \A1;120° \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.10 \A1;0.10 \A1;0.11 \A1;0.11 3.93 .15 3.93 .15 9.66 01 01 01 01 1.50 9.66 .15 3.93 .15 .15 3.93 .15 01 01 9.66 .15 .15 .15 .31 .30 .08 .23 .30 .25 .10 1.27 .30 1.21 .15 .30 .30 .30 .10 0.94 0.48 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 0.70 .30 .30 .30 .10 .40 .21 9.66 .15 .15 .10 .15 2.12 1.02 .25 .60 0.37 0.35 2.40 2.40 2.40 2.40 1.13 1.00 .82 .10 1.53 .15 .70 .10 .15 10.00 .15 .23 .30 .08 .31 \LPLANTA LECHO SECADO - DETALLE TUBERIAS EXTERNAS Y SALPICADORES \H0.6x;\lESC. 1:50 VIGA 0.20x0.25 SALPICADOR 0.80x0.80 VIGA 0.20x0.25 C-1 VIGA 0.20x0.25 1 A 2 0.1999999992243424 4.650000015776779 0.1500000000001478 5 0.1500000000002046 A A B B C-1 C-1 C-1 SALPICADOR 0.80x0.80 C-1 VIGA 0.20x0.25 C-1 3.92999999792832 0.1500000000001762 9.65999999999994 3.930000002071409 0.1499999999999773 1.5 0.1500000000000341 0.1500000000001478 0.6000000000001648 0.1999999992243424 4.650000047677848 10.00000002003749 B LECHO DE SECADO N° 1 C-1 1 A 2 0.1999999992243424 9.900000033968523 0.1500000000001478 0.1500000000002046 A A B B C-1 C-1 0.1999999992243424 10.00000002003749 B 0.349999999898472 2.599999999999931 2.599999999999931 2.699999999999946 2.699999999999972 0.5500000000000682 1.699999986488039 2.599999999999932 2.599999999999931 2.599999999999932 2.599999999999932 5 1.650000029947485 2.699999999999972 1.450000030023439 \LFONDO LECHO SECADO - DETALLE TUBERIAS INTERNAS Y COLECTORAS \H0.6x;\lESC. 1:50 3.92999999792832 0.1500000000001762 9.65999999999994 3.930000002071409 0.1499999999999773 1.5 0.1500000000000341 0.1500000000001478 C-1 0.1999999992243424 9.900000033968523 0.1500000000001478 0.1500000000002046 A A B B C-1 C-1 0.1999999992243424 10.00000002003749 5 3.92999999792832 0.1500000000001762 5 3.930000002071409 0.1500000000001478 LOSA CONCRETO ARMADO h=0.15 LADRILLO REX 0.09x0.13x0.23 Junta=1" ARENA GRUESA h=0.30 GRAVA ZARANDEADA D=1/4" A 1/2" h=0.10 GRAVA ZARANDEADA D=1" A 1 1/2" h=0.30 \LFONDO LECHO SECADO - DETALLE DISPOSICION DE LADRILLO, GRAVAS Y ARENA \H0.6x;\lESC. 1:50 Ø6" Ø6" 2Ø1/2" . Ø1/4":1@ .05,6@.10, Rto.@.25 a/e 26 ESTRIBOS . CORTE A- A Esc.: 1/50 Ø3/8"@0.20 Ø3/8"@0.20 2Ø1/2" Ø1/4":1@ .05,6@.10, Rto.@.25 a/e 26 ESTRIBOS 0.0999999999999943 5 5 5 5 Z Z Y Y X X Z Z Y Y X X 2.120000000000005 \LCORTE C-C LECHO SECADO - Distribucion Acero Muros, Vigas y Losa Fondo de Concreto Armado \H0.6x;\lESC. 1:50 01 01 5 5 0.1500000770405165 5 5 5 5 5 5 5 5 LADRILLO REX 0.09x0.13x0.23 Junta=1" ARENA GRUESA h=0.30 GRAVA ZARANDEADA D=1/4" A 1/2" h=0.10 GRAVA ZARANDEADA D=1" A 1 1/2" h=0.30 VIGA 0.20x0.25 VIGA 0.20x0.25 MONTANTE 2"x4" 5 0.3100000000000023 0.0800000000000125 0.3000000000000114 0.2299999999999898 0.2500000017019524 0.3000000000000114 0.2999999999999829 1.268858584385615 1.213367827079592 0.1507950022738953 \LCORTE Z-Z SALPICADOR \H0.6x;\lESC. 1:10 0.0999999999999091 0.1999999999999886 0.1999999999999886 0.1999999999999886 0.1000000000000796 0.0500000000000114 0.25 0.7999999999999545 0.1999999999999886 0.1999999999999886 0.1999999999999886 0.25 0.0750000000000455 0.2249999999999659 0.0 0.0749999999999886 \LCORTE Y-Y BLOQUITOS \H0.6x;\lESC. 1:10 0.1999999999999886 0.1999999999999886 0.1999999999999886 0.25 0.3000000000000682 \LCORTE X-X BLOQUETAS \H0.6x;\lESC. 1:20 0.5999999999999659 0.5999999999999659 VIGA 0.20x0.25 VIGA 0.20x0.25 VIGA 0.20x0.25 VIGA 0.20x0.25 \LPLANTA SALPICADOR \H0.6x;\lESC. 1:10 0.0999999999999375 0.1999999999999886 0.2000000000001876 0.1999999999999886 0.0999999999999091 0.8000000000000114 0.8000000000000114 0.8000000000000114 0.1499999999999773 0.2250000000000227 \LDetalle Anclaje Tapon \lESC: 1/20 0.2991632197558829 0.0508367802444809 0.0999999999999659 0.2991632197558829 5 0.1100000000000136 0.1100000000000136 0.1100000000000136 0.1100000000000136 0.1100000000000136 0.1000001353351365 0.0999999999991701 \LDetalle Tuberia Recoleccion \lESC: 1/10 0.1100000000000136 0.1100000000000136 0.3000000000000398 5 5 Mechas para fijar MODELO DE LETRA 0.1500000770405165 0.0999999999999943 5 1.049999997897004 1.049999997897032 1.049999997897004 1.049999997897004 1.049999997897004 1.049999997897004 1.049999997897004 1.049999997897004 0.9370635856731724 0.4752100935542387 MADERA SUPERIOR 2"x6" MADERA INFERIOR 2"x6" \LCARTELA TIPO 01 \H0.6x;\lESC. 1:10 VIGA DE MADERA 2"x6" VIGA DE MADERA 2"x6" 0.6999999651397388 0.3729599473368808 0.3007950026521087 5 \LCARTELA TIPO 03 \H0.6x;\lESC. 1:10 0.2852233892774052 0.2999984439331342 0.1999999999991076 0.1852410922601848 5 VIGA MADERA 2"x6" MONTANTE 2"x4" \LCARTELA TIPO 02 \H0.6x;\lESC. 1:10 VIGAA MADERA 2"x6" MONTANTE 2"x4" 5 5 5 5 5 0.3000000000000114 0.375 0.0500000000000114 \LDETALLE ANCLAJE BLOQUETAS Y SALPICADOR \H0.6x;\lESC. 1:25 0.3000000000000114 1.400000082043448 5 0.2500000066982011 0.8000000000000114 0.25 VIGA 0.20x0.25 PVC SAL Ø6" \LTablilla de Fijacion de Tuberias Recolectoras \H0.6x;\lESC. 1:25 5 \LPLANTA CAMARA RECEPCION \H0.6x;\lESC. 1:25 \LCORTE W-W CAMARA RECEPCION \H0.6x;\lESC. 1:25 0.7000000000000739 0.1500000000000341 0.1499999999999773 1.5 0.1500000000000341 0.7000000000000739 0.1500000000000341 W W 0.0999999999999943 0.1000000001806143 0.1000000000000227 0.9000000009703513 0.0999999999999943 0.1499999999999773 1.5 0.1500000000000341 0.0999999999999943 0.1000000001806143 0.1000000000000227 0.9000000009703513 0.0999999999999943 d 3/8", 1 @ 0.05, 6 @ 0.10, Rto. @ 0.25 d 3/8", 1 @ 0.05, 6 @ 0.10, Rto. @ 0.25 \L1er Piso CUADRO DE SECCIONES DE COLUMNAS (ESC. 1/10) \W3.00117; \LC-1 \W7.35086; ESC: 1/10 0.199999999254743 0.149999999988836 \W3.00117; \LC-2 \W7.35086; ESC: 1/10 0.199999999254743 0.1999999999888473 \LSECCION 01-01 \lESC: 1/10 0.1999999999888473 0.2499999995965254 Cuadro Secciones Vigas Esc. 1/10 2.00.- DEL SUELO PRESION ADMISIBLE - MORTERO : C : A = 1 : 5 - JUNTA : 1.5 cm. - Compresión Albañileria : - Ladrillo Macizo KK arcilla: - Peso Especifico Albañileria : 10 x 24 x 14 03. ALBAÑILERIA 1.00.- DE LOS MATERIALES CIMIENTOS CORRIDOS f'c = 100 Kg/cm2. f'c = 140 Kg/cm2. 01. CONCRETO SIMPLE 02. CONCRETO ARMADO FALSO PISO SOBRECIMIENTOS Solado f'c = 100 Kg/cm2. f'c = 140 Kg/cm2. ESPECIFICACIONES TECNICAS ZAPATAS f'c = 175 Kg/cm2 VIGAS f'c = 210 Kg/cm2 ACERO f'c = 4200 Kg/cm2 = 0.8 Kg/cm2. (C:H=1:10+25% P.G.Ø 6"mäx) (C:H=1:8+25% P.M.Ø 4"max) - UNIDAD : LADRILLOS KING KONG DE ARCILLA - CAPACIDAD PORTANTE : 2.5 Kg/cm2. f'm = 55 kg/cm2 1,800.00 kg/m3 CEMENTO PORTLAND TIPO V EN GENERAL 6.00.- NORMAS 4.00.- RECUBRIMIENTOS VIGAS SOLERAS = 3.00 cm. COLUMNAS DE CONFINAMIENTO = 2.50 cm. - PROF. DE CIMENTACION: 1.50 m. (Minimo) COLUMNAS ESTRUCTURALES ZAPATAS = 10.0 cm. = 3.00 cm. - FACTOR DE ZONA(2) : 0.30 - Normas de Carga................................... E-020 - Normas de Suelo y Cimentación............ E-050 - Normas de Concreto Armado ................ E-020 1era Capa: Mezcla Cemento Arena 1:5cm Acabado rayado 2da Capa: a las 24 horas Mezcla Cemento Arena 1:3cm espesor 5mm acabado frotachado. En ambas capas se utilizan aditivo impermeabilizante Sika 1 o similar en proporción de acuerdo a las especificaciones del fabricante. s A A A B B 11.17000000000493 2.400000000146465 B DETALLE DE COLUMNA Esc.: 1/25 Estrivos Ø3/8":1@.05, 4@.10, 3@/.15, Rto. @.20 5 5 0.1500000000000057 C-1 5 5 CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" CORREAS DE MADERA 2"x3" TIJERAL TIJERAL TIJERAL TIJERAL 2.400000000146465 2.400000000146465 \LCOBERTURA LECHO SECADO \H0.6x;\lESC. 1:50 CORTE B - B Esc.: 1/25 5 9.999999977066494 0.1500000770405165 LADRILLO REX 0.09x0.13x0.23 Junta=1" ARENA GRUESA h=0.30 GRAVA ZARANDEADA D=1/4" A 1/2" h=0.10 GRAVA ZARANDEADA D=1" A 1 1/2" h=0.30 VIGA 0.20x0.25 5 0.9999999991641744 5 2.399999939779292 VIGA 0.20x0.25 \LDetalle Abrazaderas \H0.6x;\lESC. 1:25 2.39999993977932 2.399999939779292 2.399999939779292 5 1.125050096835196 0.7000000000000739 0.1500000000000341 0.3100000000000023 0.0800000000000125 0.3000000000000114 0.2299999999999898 0.0999999999999943 0.8199994925224452 1.533360922929258 0.7000000210752262 0.1500000000000341

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bed, block, component, drying, DWG, included, kläranlage, plant, sludge, treatment, treatment plant, wastewater