Drying Bed DWG Block for AutoCAD

Drying Bed DWG Block for AutoCAD

DESIGN BEDDING FOR DRYING A POPULATION OF 800 PEOPLE

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

unscaled, detail, Holes on both sides, your B. Perforated, Disposition of the bricks in the beds of dried, detail, Concrete block of cm., Dried bed plant, scale:, Comes from septic tank, Clamp type metal bracket, see detail, Slab, Slab, Pierced ear, Mm pipe., Comes from septic tank, Cntn, gross sand, Perforated pipe, Slab, Maximum sludge height, Cns, Soles f’c, gravel, see detail, Mm pipe., Drying bed cutting, scale:, scale:, Drying bed cutting, your B. Sap mm., Mm pipe., gravel, Soles f’c, Maximum sludge height, Slab, Perforated pipe, gross sand, Cntt, detail, scale:, Dist. Steel bed drying section, Soles f’c, Both sent., Both sent., Esc., Scratch finish, Scuffed finish, Ground adm. in, The inner surfaces in contact with the water will be covered in two layers:, First layer will be mixed with thick, Second layer the hours with cement sand thick cement, Slab roof s, Fy steel, Walls, Maximum relation for walls, Maximum discharge height, Do not overlap the vertical of the walls, Technical specifications, Do not concentrate overlaps in the same section, The hardened concrete surface must have a finished, Must be treated before the emptying of the other stage, The treatment sra used as bridge of adhesion sikadur first similar, Shoes, covering, Overlaps, Coatings, Walls, Slabs beams, Construction joints, Walls, Sole, concrete:, The bottom, Fc, Fc, Cni, Cnf, Fc, natural terrain, Concrete for flooring, Finished terrain level, Output level coordinate, Income level quota, Cns, Cni, Level of water level, Reinforced concrete, Horizontal steel, Vertical steel, Cntt, Cna, legend, Cntn, Soles f’c, Dist. Steel bed drying section, scale:, Both sent., Both sent., Both sent., Both sent., Both sent., Both sent., departure

Raw text data extracted from CAD file:

\A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;.15 \A1;0.20 \A1;.45 \A1;3.80 \A1;0.45 \A1;.20 \A1;.15 \A1;2.35 \A1;0.60 \A1;0.60 \A1;.15 \A1;.20 \A1;2.05 \A1;0.60 \A1;4.10 \A1;0.60 \A1;2.05 \A1;0.20 \A1;.15 \A1;9.80 \A1;5.10 \A1;.15 \A1;.07 \A1;.05 \A1;0.20 \A1;.10 \A1;0.10 \A1;0.10 \A1;0.20 \A1;9.40 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;.32 \A1;.15 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.20 \A1;9.40 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.50 \A1;0.25 \A1;0.25 2.4cm \A1;.80 \A1;0.10 \A1;3.60 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.25 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.20 \A1;.33 \A1;.23 \A1;.33 \A1;.23 \A1;1.25 \A1;7.40 \A1;1.25 \A1;1.25 \A1;7.40 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;2.70 \A1;.20 \A1;4.70 \A1;.20 \A1;.20 \A1;4.70 \A1;.20 SIN ESCALA DETALLE "X" ORIFICIOS DE 1/2" A AMBOS LADOS A 1.50cm. TUB. PERFORADA \H0.06;d\H0.05;6" DISPOSICION DE LOS LADRILLOS EN LOS LECHOS DE SECADOS DETALLE "A" BLOQUE DE CONCRETO DE 9x10x24 CM. PLANTA DE LECHO DE SECADOS ESCALA: 1/50 VIENE DEL TANQUE SEPTICO SOPORTE METALICO TIPO ABRAZADERA VER DETALLE LOSA SALPICADORA S = 2.5% S = 2.5% 0.60 0.60 LOSA SALPICADORA S = 2.5% A A B 0.60 0.60 0.60 0.60 S = 2.5% S = 2.5% S = 2.5% TUERIA PERFORADA Ø6" TUBERIA DE PVC- SAP 160 mm. TUBERIA DE PVC- SAP 160 mm. VIENE DEL TANQUE SEPTICO .15 0.20 .45 3.80 0.45 .20 .15 2.35 0.60 0.60 .15 .20 2.05 0.60 4.10 0.60 2.05 0.20 .15 9.80 5.10 CNTN = 3252.97 ARENA GRUESA TUBERIA PERFORADA Ø 6" LOSA SALPICADORA F'c=210 Kg/cm2 ALTURA MAXIMA DE LODOS CNS = 3251.54 SOLADO F'c = 140 Kg/cm2 GRAVA 1/16" A 1/4" GRAVA 1/4" A 7/8" VER DETALLE "A" TUBERIA DE PVC- SAP 160 mm. TUBERIA DE PVC- SAP 160 mm. .15 .07 .05 0.20 .10 LECHO DE SECADO CORTE A- A ESCALA: 1/25 0.10 0.10 0.20 9.40 0.20 0.30 0.10 0.10 0.30 0.10 ESCALA: 1/25 LECHO DE SECADO CORTE B- B 5 .15 TUB. PVC- SAP 160 mm. TUBERIA DE PVC- SAP 160 mm. GRAVA 1/2" A 1" SOLADO F'c = 140 Kg/cm2 ALTURA MAXIMA DE LODOS F'c=210 Kg/cm2 LOSA SALPICADORA TUBERIA PERFORADA Ø 6" ARENA GRUESA CNTT = 3253.40 DETALLE "X" 0.10 0.10 0.30 0.20 9.40 0.20 0.10 0.10 ESCALA: 1/25 DIST. DE ACERO LECHO DE SECADO CORTE A- A SOLADO F'c = 140 Kg/cm2 0.15 Ø3/8" @ 0.20 Ø1/2" @ 0.25 AMBOS SENT. AMBOS SENT. AMBOS SENT. Ø1/2" @ 0.25 AMBOS SENT. Ø3/8" @ 0.20 6 Ø1/2" 0.50 0.25 S = 2.0% S = 2.0 % 0.25 2.4cm ESC. 1/10 ACABADO Y RAYADO ACABADO FROTACHADO TERRENO : Q ADM. = 2.00 Kg/cm2 (VERIFICAR EN OBRA) LAS SUPERFICIES INTERIORES EN CONTACTO CON EL AGUA SERAN REVESTIDOS EN DOS CAPAS: - PRIMERA CAPA : SERA CON MEZCLA DE CEMENTO-ARENA 1:5 DE 1.50CM DE ESPESOR - SEGUNDA CAPA : A LAS 24 HORAS CON MEZCLA DE CEMENTO ARENA 1:3 Y 5mm DE ESPESOR LOSA TECHO Y VIGAS : ACERO : Fy = 4200 Kg/CM2 MUROS (CARA HUMEDA) MAXIMA RELACION AGUA/CEMENTO 0.50 PARA MUROS ALTURA MAXIMA DE VACIADO 1.50 m NO SE DEBE TRASLAPAR EL Ø VERTICAL DE LOS MUROS ESPECIFICACIONES TECNICAS NO SE DEBERAN CONCENTRAR TRASLAPES EN UNA MISMA SECCION LA SUPERFICIE DE CONCRETO ENDURECIDO DEBERA TENER UN ACABADO RUGOSO Y DEBERA SER TRATADA ANTES DEL VACIADO DE LA OTRA ETAPA EL TRATAMIENTO SRA UTILIZADO COMO PUENTE DE ADHERENCIA SIKADUR 32 PRIMER O SIMILAR ZAPATAS ZAPATAS : RECUBRIMIENTO : TRASLAPES : Ø3/8" : 0.50 m Ø1/2" : 0.40 m REVESTIMIENTOS : MUROS (CARA SECA) LOSAS Y VIGAS : JUNTAS DE CONSTRUCCION : MUROS : SOLADO : CONCRETO: LOSA FONDO : F'C = 210 Kg/CM2 F'C = 175 Kg/CM2 5.00 CM 3.50 CM 2.50 CM 2.50 CM F'C = 210 Kg/CM2 F'C = 140 Kg/CM2 F'C = 210 Kg/CM2 B CNI = CNI = CNF = 3251.64 F'c = 210 Kg/cm2 F'c = 210 Kg/cm2 5 TERRENO NATURAL CONCRETO PARA SOLADO f'c=140 Kg/cm2 COTA DE NIVEL DE TERRENO TERMINADO COTA DE NIVEL DE SALIDA COTA DE NIVEL DE INGRESO CNS CNI COTA DE NIVEL DE AGUA CONCRETO ARMADO f'c=210 Kg/cm2 ACERO HORIZONTAL ACERO VERTICAL CNTT CNA LEYENDA CNTN = 3253.73 CNTN = 3253.15 0.10 3.60 SOLADO F'c = 140 Kg/cm2 DIST. DE ACERO LECHO DE SECADO CORTE B- B ESCALA: 1/25 0.10 0.30 0.10 AMBOS SENT. Ø1/2" @ 0.25 AMBOS SENT. Ø3/8" @ 0.20 6 Ø1/2" 0.25 0.50 4 Ø3/8" AMBOS SENT. Ø1/2" @ 0.25 Ø3/8" @ 0.20 AMBOS SENT. 4 Ø3/8" AMBOS SENT. Ø1/2" @ 0.25 AMBOS SENT. Ø1/2" @ 0.25 0.50 0.25 0.25 6 Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø1/2" @ 0.25 SALIDA

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, bed, block, Design, drying, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, people, population, provision, wasser bestimmung, water