Elevated Water Tank 300m3 DWG Block for AutoCAD

Elevated Water Tank 300m3 DWG Block for AutoCAD

The complete design of water reservoir capacity of 300m3, in an urban area located in Lambayeque – Peru

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

Rings of en, N.t.n., mesh, additional, Mesh up, Mesh down, Distribution rings in, mesh, additional, Between circumferences of, Plant foundation section, Bottom slab, Roof dome, Esc., Stairway detail, Armor detail, Esc., Helical staircase, Marine ladder, N., Marine ladder, projection, Railing, Safety basket, Metal door, Stair development plant, Esc., Stair development plant, N., Esc., Marine ladder, Steel bar, tee, Esc., Det. Stair rail, anchorage, Galv tube., Welding cellocord ap, Tubes, Welded iron anchored in concrete, Steps each, stairs, anchorage, Iron soldier, tube, Partner, Safety basket, Of the shaft ladder each, Esc, griddle, Additional ring, In boom reinforcement, Rings of en, Rings of mm circumferences of, Circle rings, N.p.t., level, level, steel, Technical specifications, Free coatings, Shoes, Cms., Wet face, Walls, Dry face, Slabs, concrete:, Foundation, Use ms type, cement, Maximum aggregate size, Relationship water cement, Slump, All surfaces in contact with water will be, Coated with waterproofing mortar, Soil study, Conclusions, Minimum depth of foundation m., Bearing capacity, Calculation rules, rules, Resistive earthquake standards., Norms ing., Vertical horizontal splices., note, Maximum number of spliced ​​bars in a non-, Must pass alternating translucent, Sanitary, The proportions of the waterproofing will be in agreement, Specifications given by manufacturer

Raw text data extracted from CAD file:

0.40 0.25 0.20 0.40 0.10 0.22 0.53 0.15 5.00 10.00 1.65 3.85 1.96 0.20 8.63 1.00 1.00 0.08 3.62 2.60 17.58 1.45 3.85 1.65 5.00 10.00 1.95 0.55 0.15 17.14 0.90 1.10 7.10 1.00 3.35 2.60 2.60 2.60 0.10 0.40 0.60 0.15 1.50 0.30 1.30 0.63 0.50 0.50 0.55 0.30 5.00 9.80 0.50 0.20 2.10 15.575 0.15 1.35 0.55 1.56 4.17 3.28 .25 .20 .40 .15 .60 .10 .30 .25 .53 5.00 5.00 10.00 1.65 .08 .15 3.85 .30 1.55 1.45 7.00 .60 .20 3.35 1.39 6.70 8.26 .50 5.15 6.00 .90 1.10 .50 0.90 0.20 .30 .40 .40 .15 .15 1.50 .30 1.30 .63 .50 .50 .55 .30 3.62 5.00 .20 6.00 1.65 1.80 3.45 1.10 3.45 1.80 .50 0.40 1.35 3.20 1.00 .40 .40 .40 .40 1.00 1.00 1.00 .20 2.20 0.150 4.900 2.450 1.225 0.500 0.175 .075 0.10 0.20 .10 .90 .10 .10 .90 .10 1.00 0.10 .075 1.00 0.30 0.30 0.10 0.10 0.175 0.175 0.175 0.175 0.10 .075 0.10 0.10 0.90 0.10 0.10 .30 .30 1.00 .30 .30 .30 .30 .30 .30 0.499 0.20 0.30 0.30 0.50 0.60 0.60 0.60 0.30 1.60 1.66 1.00 2.00 8.00 1.10 .70 .10 06 anillos de 3/8¨ en c/cara 05 anillos de 1/2¨ en c/cara 06 anillos de 5/8¨ en c/cara 1.675 0.848 0.152 0.675 0.30 1.10 0.30 0.30 0.70 1.00 1.91 \W0.32750; \LELEVACIÓN \W0.65803; \LSECCIÓN - A- A 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.T.N. +0.00 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7.00 5 5 5 5 5 5 5 5 5 5 5.15 6.00 6.00 .08 Ø 3/8" @ 0.20 2 Ø 5/8" 2 Ø 1/2" Ø 3/8", 1@5, 6@10, 3@15, Ra20 Ø 6mm. @ 0.15 en c/cara Ø 6mm. @ 0.15 (Anillos) Ø 6mm. @ 0.15 4 Ø 1/2'' 4 Ø 3/8'' + Ø 6mm. @ 0.15 0.15 x 0.25 Malla Ø 3/8'' @ 0.15 4 Ø 5/8'' (Anillos) s Ø 3/8'': @ 0.20 (Radiales) Ø 3/8'': @ 0.15 en c/cara s Ø 3/8'': @ 0.20 (Radiales) 8 Ø 5/8'' (Anillos) Ø 3/8'' @ 0.15 Ø 1/2'': @ 0.15 en c/cara Ø 1/2'': @ 0.15 en c/cara 2 Ø 5/8'' Ø 3/8'' @ 0.15 Ø 3/8'' @ 0.15 Ø 3/8'' @ 0.15 Ø 3/8'': @ 0.20 en c/cara Ø 3/8'': @ 0.20 en c/cara Ø 5/8'': @ 0.15 en c/cara Ø 5/8'': @ 0.15 en c/cara s Ø 3/8'': @ 0.20 (Radiales) 8 Ø 5/8'' (Anillos) Ø 1/2'': @ 0.20 en c/cara Ø 3/8'': @ 0.20 en c/cara Ø 5/8'': @ 0.20 en c/cara Ø 3/8'': @ 0.20 en c/cara 10 Ø 1/2'': @ 0.20 Ø 5/8'': @ 0.20 adicional 5 0.90 0.20 5 5 5 5 5 5 5 5 5 5 5 5 72 Ø 1'' @ 0.30 (medidos a R = 3.45) (Radiales) 72 Ø 1'' @ 0.30 (medidos a R = 3.45) (Radiales) Malla Ø 1/2'' @ 0.30 Arriba Malla Ø 1'' @ 0.15 Abajo 5 5 5 5 5 5 5 anillos Ø 1'' (ver distribucion en planta) Ø 1'' @ 0.30 (Radiales) Ø 1'' @ 0.30 (Radiales) Malla Ø 1'' @ 0.15 Ø 1/2'' @ 0.30 Ø 1/2'' @ 0.30 10 Ø 1/2'' @ 0.20 Ø 5/8'' @ 0.20 adicional 0.40 Ø 1'' @ 0.20 (Anillos) entre circunferencias de R = 3.45m y R=4.80m Ø 1'' @ 0.30 (Anillos) entre circunferencias de R = 4.80m y R=8.00m 5 5 5 \W2.94967; PLANTA Y SECCION DE CIMENTACIÓN 2.20 5 LOSA DE FONDO DE CUBA 5 5 5 5 5 \W1.17239; CÚPULA D TECHO ESC. 1/10 DETALLE DE ESCALERA 5 5 5 5 5 5 5 5 5 16 17 18 14 13 15 4 Ø3/8"@.25 Ø3/8"@.20 5 .075 5 .075 5 5 5 5 0.20 5 Ø3/8"@.20 DETALLE DE ARMADURA ESC. 1/10 ESCALERA HELICOIDAL 5 .075 5 15 14 13 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 9 8 7 6 5 4 3 10 11 12 5 5 75 74 73 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 89 88 87 86 85 84 83 82 81 80 79 78 77 76 69 68 67 66 65 64 63 62 61 70 71 72 ESCALERA TIPO MARINERA N.PASARELA + 15.725 N.PASARELA + 15.725 ESCALERA TIPO MARINERA PROYECCION PASAMANO PASAMANO 5 5 5 5 5 5 N.P.T.+ 2.950 N.P.T.+ 5.575 N.P.T.+ 10.825 N.P.T.+ 13.45 N.P.T.+ 8.200 1.00 5 5 5 5 CANASTILLA DE SEGURIDAD CANASTILLA DE SEGURIDAD 5 5 1.00 x 2.10 m. PUERTA METAL PLANTA DESARROLLO DE ESCALERA ESC. 1/50 ESC. 1/50 PLANTA DESARROLLO DE ESCALERA N.PASARELA + 15.725 ESC. 1/10 ESCALERA TIPO MARINERA 0.20 0.30 0.30 0.50 BARRA ACERO d3/4" TEE F°G° d 2" ESC. 1/20 0.60 0.60 0.60 DET. BARANDA DE ESCALERA 0.30 ANCLAJE TUBO F° GALV. d1" F° d5/8" SOLDADURA CELLOCORD AP Tubos 1 1/2'': @ 1.20 Soldados a plancha anclada en concreto Pasos Ø 3/4" (Ø liso) cada 0.30m Escaleras Anclaje Ø 1/2" (Ø Liso) Soldado a plancha Tubo Ø 2" Parante 0.20 Canastilla de Seguridad de la escalera del fuste cada 0.60m 5 ESC 1/25 Plancha 3/8" x 4'' x 6'' 1.00 2.10 1.00 5 5 9 anillo Ø 1/2'' adicionales en refuerzo de fuste 5 5 5 Ø 3/8'': @ 0.15 Ø 3/8'': @ 0.15 5 5 Ø 3/8'': @ 0.20 5 06 anillos de 3/8¨ en c/cara 05 anillos de 1/2¨ en c/cara 06 anillos de 5/8¨ en c/cara anillos de Ø 6 mm @ 0.175 (entre circunferencias de R = 0.50m y R=4.90m Ø 1/2'' @ 0.60 (medidos a R = 3.35) (Radiales) Ø 1/2'' @ 0.60 (medidos a R = 3.35) (Radiales) Ø 1/2'' @ 0.30 (medidos a R = 3.35) (Radiales) 5 5 5 5 anillos de Ø 1/2'' @ 0.15 (entre circunferencias de R = 0.675m y R=3.35m 1 Ø 6 mm @ 0.70 (medidos a R = 4.90) (Radiales) 1 Ø 6 mm @ 0.70 (medidos a R = 4.90) (Radiales) 1 Ø 6 mm @ 0.35 (medidos a R = 4.90) (Radiales) 5 5 5 5 5 N.P.T. +0.15 Nivel +19.00 5 N.P.T.+ 0.15 5 Nivel +15.725 43 42 41 40 39 38 37 36 35 34 33 32 31 2 1 ACERO : ESPECIFICACIONES TECNICAS f'y=4,200 Kg/cm2 RECUBRIMIENTOS LIBRES ZAPATAS - 7.5 cms. - 4.0 cara mojada. MUROS - 3.0 cara seca. - 3.0 LOSAS CONCRETO: Cimentacion f'c=280 Kg/cm2, USAR TIPO MS CEMENTO : 3/4" TAMAÑO MAXIMO DE AGREGADO : RELACION AGUA CEMENTO : 0.45 : 4" SLUMP TODAS LAS SUPERFICIES EN CONTACTO CON AGUA SERAN REVESTIDAS CON MORTERO IMPERMEABILIZANTE (e=2.5) C/A=1:3 ESTUDIO DE SUELOS : CONCLUSIONES : - PROFUNDIDAD MINIMA DE CIMENTACION : 5.20 m. - CAPACIDAD PORTANTE DEL TERRENO : t=1.20Kg/m2 NORMAS DE CALCULO : - NORMAS E-060 - NORMAS SISMO RESISRENTES. - NORMAS ACI-350 R-77 ING. EMPALMES HORIZONTALES Y VERTICALES. Ø 3/8" L (cm) 40 50 1/2" 60 5/8" 80 3/4" 160 1" NOTA : MAXIMO DE BARRAS EMPALMADAS EN UNA SECCION NO DEBE PASAR 50 %, USAR TRANSLAPES ALTERNADOS SANITARIA LAS PROPORCIONES DEL IMPERMEABILIZANTE SERAN DE ACUERDO A LAS ESPECIFICACIONES DADAS POR FABRICANTE

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	area, autocad, block, capacity, complete, Design, distribution, DWG, elevated, fornecimento de água, kläranlage, l'approvisionnement en eau, lambayeque, located, reservoir, supply, tank, treatment plant, urban, wasserversorgung, water