Water Tank DWG Block for AutoCAD

Water Tank DWG Block for AutoCAD

structural and architectural drawing of a water storage tank

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

Slab reinforcement, Deo’s counter, Frame with fo.fo. Kg., The network of, distribution, Fox from, cleaning, Fox from, Too many, arrival of, The line of, driving, Fox Diam., stairs, general plant, Projection of, House of chlorination, General notes:, graphic scale, The concrete used will be, The assembly in the whole structure will be with no rods. Every cm in, both senses., All the concrete will be added an integral waterproofing reason of, Kg. For each bundle of, Fixed rock excavation, Wood paneling in slabs, Wood frame in walls, Excavation in common material, Cleaning stroke, description, unity, quantity, Integral waterproofing, ventilation, Marine staircase, Steel frame, reinforcing steel, concrete, Cast iron frame, P., Kg., P.g, Workloads, Bell, Bell reduction, Spike tip, Threaded flange, Elbow of fo.go., Sectional valve, Deploy a depth of until you find firm material., Bell adapter of p.v.c, cut, stairs, Marine, Floor tile, Template, Simple concrete, Interior access, Wall of, concrete, Of excavation, Filling product, Constructive detail of, Between steps, Of spacing, With cms, Round of, angle of, Anchor wall, Access ladder, Of the tank, ventilation, unscaled, Elbow of fo.go., Cms length, Nipple fo.go., Tee fo.go. Mm, Cms length, Nipple fo.go., cut, Floor tile, Template, Simple concrete, Interior access, Wall of, concrete, Of excavation, Filling product, From fo.go. from, stairs, Marine, cleaning, feeding, network, P.v.c, Fox, Fox, Fire, Fire, Fire, Too many, Fire, Reinforcement of walls in plan, column, use:, Deo’s counter, Frame with fo.fo. Kg., From fo.go. from, Interior access, stairs, Marine, From fo.go. from, Reinforcement of cross-sectional walls, Foundation projection, Pvc band, Pvc band, Caulking with asphalt, Pvc band, Caulking with asphalt, Storage tank design, flat, place date:, cuts, revised, elaborated, chap., Reinforcement of walls in longitudinal section, Pvc band, Caulking with asphalt, Pvc band, Caulking with asphalt, Pvc band, Caulking with asphalt, Pvc band, Caulking with asphalt, General notes:, graphic scale, The concrete used will be, The assembly in the whole structure will be with no rods. Every cm in, both senses., All the concrete will be added an integral waterproofing reason of, Kg. For each bundle of, Fixed rock excavation, Wood paneling in slabs, Wood frame in walls, Excavation in common material, Cleaning stroke, description, unity, quantity, Integral waterproofing, ventilation, Marine staircase, Steel frame, reinforcing steel, concrete, Cast iron frame, P., Kg., P.g, Workloads, Bell, Bell reduction, Spike tip, Threaded flange, Elbow of fo.go., Sectional valve, Deploy a depth of until you find firm material., Bell adapter of p.v.c, Storage tank design, flat, place date:, revised, elaborated, chap., Of reinforcement of slab, Slab reinforcement

Raw text data extracted from CAD file:

ARMADO DE LOSAS L/4 L/4 L/2 L L/4 L/4 L/2 L Ø#3 @ 15 cm Ø#3 @ 15 cm L L/2 L/4 L/4 Ø#3 @ 15 cm Ø#3 @ 15 cm \A1;0.20 m \A1;5.00 m \A1;0.20 m \A1;0.20 m \A1;9.00 m \A1;0.20 cm 0.70 m 0.70 m CONTRAMARCO DE 100MM ( 4" ) DEØ MARCO CON TAPA DE Fo.Fo. DE 97 KG. A LA RED DE DISTRIBUCION Fo.Go. 2" DE Ø LIMPIEZA Fo.Go. 2" DE Ø DEMASIAS LLEGADA DE LA LINEA DE CONDUCCION Fo.Go. 2" DIAM. ESCALERA A A PLANTA GENERAL B B PROYECCION DE CASETA DE CLORACION \A1;4.40 \A1;4.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;9.00 \A1;5.00 \A1;0.20 \A1;0.20 3.00 2.50 2.00 1.50 1.00 NOTAS GENERALES: 0 0.50 ESCALA GRAFICA 1 : 25 2.-TODO EL CONCRETO EMPLEADO SERA DE f'c= 200 kg./cm2. (EXCEPTO PLANTILLA) 3.- EL ARMADO EN TODA LA ESTRUCTURA SERA CON VARILLAS DEL No. 4 A CADA 15 CM EN AMBOS SENTIDOS. 4.- A TODO EL CONCRETO SE LE ADICIONARA UN IMPERMEABILIZANTE INTEGRAL ( A RAZON DE 2 KG. POR CADA BULTO DE CEMENTO). EXCAVACION EN ROCA FIJA CIMBRA DE MADERA EN LOSAS CIMBRA DE MADERA EN MUROS EXCAVACION EN MATERIAL COMUN LIMPIEZA Y TRAZO DESCRIPCIÓN M2 M2 M3 M3 M2 UNIDAD CANTIDAD IMPERMEABILIZANTE INTEGRAL VENTILACION ESCALERA MARINA CONTRAMARCO DE ACERO ACERO DE REFUERZO CONCRETO f´c= 200 KG/CM2 CONCRETO f´c= 100 KG/CM2 MARCO C/TAPA DE FIERRO FUNDIDO 134KG. PZA. PZA. M3 M3 KG. KG. P.G M VOLUMENES DE OBRA S I M B O L O G I A CAMPANA REDUCCION CAMPANA EXTREMIDAD ESPIGA BRIDA ROSCADA CODO DE 45° Fo.Go. VALVULA DE SECCIONAMIENTO 1.-SE DESPLANTARA A UNA PROFUNDIDAD DE 0.70M. Ó HASTA ENCONTRAR MATERIAL FIRME. ADAPTADOR CAMPANA DE P.V.C CORTE A - A´ ESCALERA MARINA LOSA DE PISO PLANTILLA DE CONCRETO SIMPLE f´c = 100 kg/cm2 ACCESO INTERIOR MURO DE CONCRETO f´c=200kg/m2 DE EXCAVACION RELLENO PRODUCTO \A1;4.40 \A1;4.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;9.00 ( 3/16"X1 1/2" ) DETALLE CONSTRUCTIVO DE ENTRE ESCALONES DE ESPACIAMIENTO (5/8")d, CON 40 CMS REDONDO DE 16mm ANGULO DE 4.8X38MM ANCLAJE A MURO ESCALERA DE ACCESO \A1;LOSA DEL TANQUE VENTILACION SIN ESCALA CODO DE 90° Fo.Go. 30 CMS LONGITUD NIPLE Fo.Go. 51 mm(2")d TEE Fo.Go. 51X51 mm (2"X2")d 15 CMS LONGITUD NIPLE Fo.Go. 51 mm(2")d 51 mm (2")d CORTE B - B´ LOSA DE PISO PLANTILLA DE CONCRETO SIMPLE f´c = 100 kg/cm2 ACCESO INTERIOR MURO DE CONCRETO f´c=200kg/m2 DE EXCAVACION RELLENO PRODUCTO 5.00 \A1;VENTILACIÓN DE Fo.Go. DE 2" Ø ESCALERA MARINA \A1;0.20 \A1;0.20 LIMPIEZA ALIMENTACION A LA RED P.V.C 45° Fo.Go. 45° Fo.Go. FoGo 51 FoGo 51 FoGo 100 100 FoGo DEMASIAS 90°X51 FoGo 51 FoGo 51 90°X51 \A1;4.40 \A1;4.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;9.00 \A1;5.00 \A1;0.20 \A1;0.20 ARMADO DE MUROS EN PLANTA Columna C-1 usar: 4var.#4 y E#2@15cm CONTRAMARCO DE 100MM ( 4" ) DEØ MARCO CON TAPA DE Fo.Fo. DE 97 KG. \A1;VENTILACIÓN DE Fo.Go. DE 2" Ø ACCESO INTERIOR ESCALERA MARINA \A1;VENTILACIÓN DE Fo.Go. DE 2" Ø ARMADO DE MUROS EN CORTE TRANSVERSAL \A1;0.20 \A1;0.05 \A1;2.44 \A1;0.12 \A1;2.81 \A1;0.20 \A1;0.05 \A1;2.44 \A1;0.12 \A1;2.81 Proyección de cimentación Banda de PVC 8" \A1;0.80 5.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.05 \A1;2.44 \A1;0.12 \A1;2.81 \A1;0.80 Ø#3 @ 15 cm \A1;0.80 Banda de PVC 8" Calafateo con asfalto Banda de PVC 8" Calafateo con asfalto PROYÈCTO DE TANQUE DE ALMACENAMIENTO PLANO No 1 / 2 LUGAR Y FECHA: "PLANTA GENERAL, CORTES Y DETALLES" REVISO ELABORO : CAP. 100,000 LTS., \A1;4.40 \A1;4.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;9.00 \A1;0.20 \A1;0.05 \A1;2.44 \A1;0.12 \A1;2.81 \A1;0.80 ARMADO DE MUROS EN CORTE LONGITUDINAL Banda de PVC 8" Calafateo con asfalto Banda de PVC 8" Calafateo con asfalto Banda de PVC 8" Calafateo con asfalto Banda de PVC 8" Calafateo con asfalto Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm Ø#3 @ 15 cm 3.00 2.50 2.00 1.50 1.00 NOTAS GENERALES: 0 0.50 ESCALA GRAFICA 1 : 25 2.-TODO EL CONCRETO EMPLEADO SERA DE f'c= 200 kg./cm2. (EXCEPTO PLANTILLA) 3.- EL ARMADO EN TODA LA ESTRUCTURA SERA CON VARILLAS DEL No. 4 A CADA 15 CM EN AMBOS SENTIDOS. 4.- A TODO EL CONCRETO SE LE ADICIONARA UN IMPERMEABILIZANTE INTEGRAL ( A RAZON DE 2 KG. POR CADA BULTO DE CEMENTO). EXCAVACION EN ROCA FIJA CIMBRA DE MADERA EN LOSAS CIMBRA DE MADERA EN MUROS EXCAVACION EN MATERIAL COMUN LIMPIEZA Y TRAZO DESCRIPCIÓN M2 M2 M3 M3 M2 UNIDAD CANTIDAD IMPERMEABILIZANTE INTEGRAL VENTILACION ESCALERA MARINA CONTRAMARCO DE ACERO ACERO DE REFUERZO CONCRETO f´c= 200 KG/CM2 CONCRETO f´c= 100 KG/CM2 MARCO C/TAPA DE FIERRO FUNDIDO 134KG. PZA. PZA. M3 M3 KG. KG. P.G M VOLUMENES DE OBRA S I M B O L O G I A CAMPANA REDUCCION CAMPANA EXTREMIDAD ESPIGA BRIDA ROSCADA CODO DE 45° Fo.Go. VALVULA DE SECCIONAMIENTO 1.-SE DESPLANTARA A UNA PROFUNDIDAD DE 0.70M. Ó HASTA ENCONTRAR MATERIAL FIRME. ADAPTADOR CAMPANA DE P.V.C PROYÈCTO DE TANQUE DE ALMACENAMIENTO PLANO No 2 / 2 LUGAR Y FECHA: REVISO ELABORO : CAP. 100,000 LTS., "ARMADOS DE MUROS, ARMADO DE LOSA Y DETALLES" ARMADO DE LOSAS L/4 L/4 L/2 L L/4 L/4 L/2 L Ø#3 @ 15 cm Ø#3 @ 15 cm L L/2 L/4 L/4 Ø#3 @ 15 cm Ø#3 @ 15 cm \A1;4.40 \A1;4.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;9.00 \A1;0.20 \A1;0.05 \A1;2.44 \A1;0.12 \A1;2.81 \A1;0.80 \A1;0.20 \A1;0.05 \A1;2.44 \A1;2.81 \A1;0.80 0.20 m 5.00 m 0.20 m 0.20 m 9.00 m 0.20 cm 0.70 m 0.70 m \A1;4.40 \A1;4.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;9.00 \A1;0.20 \A1;0.05 \A1;2.44 \A1;0.12 \A1;2.81 \A1;0.80

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	architectural, autocad, block, drawing, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, storage, structural, tank, wasser bestimmung, water, water tank