Deposit Buried For Pool’s Heating DWG Block for AutoCAD

Buried’s deposit for pool’s heating

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

copper plate, thick, cross section, displaced mm., longitudinal section, River sand, loading pipe, foot valve, ventilation pipe, suction pipe, rammed earth, cu line of mm, equipotential network, earth with cable clamp, device for taking, drill pipe, of connection, cm function cover., cargo mouth, drill pipe, plant, scale, section, inert washed sand, charcoal, grounding, rammed earth, section, dimensions, prof., concrete, long, nominal, in liters, capacity, in liters, width, plant, rubbish, earthmoving, sand, filling, excavation, filling, Earth, weight, in kilos, skullcap, total, for this to be stamped it can be mm., cap nor discounted the weight of the material, the weight gain of the weld beads has not been considered, cylinder, in liters, raised, capacity, when you make the mouth., nominal, body, note:, in liters, skullcap, real capacity, collar, ferrules, sheet thickness, dimensions, in liters, cylindrical, surface, money, in mm., body, cylindrical, body, skullcap, steel sheet weight, mm., thick in, kilos, hab, total, drills

Raw text data extracted from CAD file:

PLANCHA DE COBRE DE 5mm. DE ESPESOR SECCION TRANSVERSAL DESPLAZADA 0 80 mm. 0.50 SECCION LONGITUDINAL ARENA DE RIO 0.50 TUBERIA DE CARGA VALVULA DE PIE TUBERIA DE VENTILACION 2" TUBERIA DE ASPIRACION TIERRA APISONADA 0.50 L 0.50 0.50 D LINEA DE CU DE 35 mm RED EQUIPOTENCIAL TIERRA CON CABLE Y PINZA DISPOSITIVO DE TOMA DE TUBERIA DE SONDEO 2" 0.15 0.60 D 0.50 0.50 DE CONEXION TAPA DE FUNCION DE 70 x 70 cm. B BOCA DE CARGA TUBERIA DE SONDEO 0.50 0.50 1.00 1.00 0.03 A PLANTA 0.50 ESCALA = 1:20 SECCION A-A' ARENA LAVADA E INERTE B' A' D 0.50 L + 1.00 L 0.50 0.50 D 1.00 CARBON VEGETAL 0.50 1.00 0.03 0.50 TOMA DE TIERRA 0.50 D + 1.70 D + 1.00 D 0.50 TIERRA APISONADA 0.50 0.50 0.20 SECCION B-B' 0.50 11'92 0.50 75.000 30.000 40.000 50.000 11'92 11'92 8'20 9'37 6'86 3'70 4'00 3'60 88'906 112'258 133'920 190'720 101'524 71.058 82'720 114'520 214'560 150'660 127'428 101'524 4'20 9'37 4'10 23'840 57'706 15.170 16'740 DIMENSIONES FOSA PROF. HORMIGON M-100 D 0.50 15.000 20.000 25.000 5.000 7.500 10.000 6'60 6'47 5'20 3'43 3'20 3'20 4'93 4'19 4'69 2'85 2'45 2'64 LONG. NOMINAL 3.000 EN LITROS CAPACIDAD EN LITROS ANCHO 3'48 2'27 PLANTA 17'932 25'150 ESCOMBRO 32'687 40'043 53'248 66'253 77'648 18'950 23'988 29'245 37'048 45'053 51'448 61'568 88'967 76'605 3'93 3'70 3'70 47'069 38'878 30'283 3'35 2'95 3'14 10'352 11'319 8.320 7'026 5'133 6.191 MOVIMIENTOS DE TIERRAS 13'732 ARENA RELLENO 21'881 EXCAV. 2'77 3 RELLENO TIERRA EN M 3'949 100 PESO EN KILOS CASQUETE 44'58 10'86 2.452'79 682'79 3.135'66 26'25 7'85 1.031'29 370'20 1.401'83 97'21 14'69 6.112'56 1.154'63 7.267'49 63'77 14'69 3.503'12 923'70 4.426'82 57'65 11'69 3.171'90 735'06 3.906'96 100 TOTAL * Para esta capacidad, de ser Estampado "‚" puede ser de 8 mm. y tapa de la "boca de hombre" ni descontado el peso del material sobran- No se ha considerado el aumento de peso de los cordones de soldadura CILINDRO EN LITROS ALZADO 28.974 30 1.062'88 30.066'88 38.914 30 1.145'56 40.089'58 75.000 50.000 30.000 40.000 72.911 47.854 30 2.134'08 75.075'08 30 2.134'08 50.018'50 24.104 30 929'46 25.063'46 19.263 30 763'36 20.056'36 14.437 30 601'50 15.068'50 9.484 30 542'22 10.056'22 7.157 30 318'20 7.505'20 4.770 30 247'54 5.049'50 2.924 30 126'84 3.080'84 10.000 25.000 20.000 15.000 5.000 7.500 3.000 (1) (2) (3) CAPACIDAD te al realizar dicha boca. NOMINAL CUERPO NOTA: EN LITROS CASQUETE CAPACIDAD REAL COLLARIN f D g f L 3'00 10'32 0'30 10'92 8 10 (*) 3'00 6'77 0'30 7'37 7 8 2'70 6'80 0'20 7'20 7 8 2'60 5'46 0'20 5'86 7 8 2'20 5'07 0'20 5'47 5 6 2'43 5'20 0'20 5'60 5 6 2'20 3'80 0'20 4'20 5 6 1'85 3'53 0'20 3'93 4 5 1'64 3'39 0'15 3'69 4 5 1'45 2'89 0'15 3'69 4 5 1'27 2'28 0'10 2'48 4 5 39'68 9'52 1.559'42 448'96 2.00'38 35'02 7'85 1.376'29 370'20 1.746'49 20'51 5'62 644'83 220'86 865'69 17'46 4'36 548'94 171'35 720'29 13'16 3'44 413'75 135'19 548'94 9'09 2'59 285'79 101'97 387'76 e e' (4) (5) VIROLAS ESPESOR CHAPA DIMENSIONES EN LITROS g L e f EN M . CILINDRICO SUPERFICIE FONDOS EN mm. CUERPO CILINDRICO CUERPO CASQUETE 2 D=2r 600 e' b EN KG/M2. PESO CHAPAS ACERO 8 62'88 10 78'60 7 55'02 mm. 6 47'16 5 39'30 4 31'44 GRUESO EN (5) S = (r + f ) 2 2 KILOS 4" (2) V = r h = hab TOTAL (4) S = 2 rg (3) v = (3 r + f ) 6 f 1 2 2 2 (1) V = r g 2 28 taladros de 17 0 2" 0 0 1/2 520 3" 0 100h 3" 0 6 600 10 700 150 * 150 6 * 30