Silos Foundation DWG Block for AutoCAD

Tank’s foundation (silos) at industrial nave

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

graphic scale, Telephone, Silo plate, Free, For polyethylene, Ton. Of cap., Silo, Metalic, Detail of shoe in plant, Brown brick, Brown brick, Brown brick, detail, Std thread, Galvanized anchor, detail, Anchors, As shown in this detail, Placement of anchors, Silo plate, note:, The dimensions of this detail are, Handle in millimeters, Free, Ring for silo placement, Reference plant, Silo shoe, Silo shoe, Vrs in beds, Moored both grills, Alternating saddles, Concrete template, Vrs in beds, Alternating saddles, Moored both grills, Silo shoe, Elevation detail, Concrete template, Vrs in beds, Alternating saddles, Moored both grills, Silo shoe, Ton. Of cap. polyethylene., Metal silos from, Shoe cut, Notes:, in meters, In structure, For polyethylene, Ton. Of cap., Metalic, Silo, Ton. Of cap. polyethylene., Metal silos from, Anchors for distributed anchors, Concrete template

Raw text data extracted from CAD file:

ESCALA GRAFICA 0 5 3 9 8 7 6 2 1 4 10m R 12.530 6.730 Telephone Telephone 1.000 4.730 1.000 1.000 4.730 1.070 4.730 1.000 0.50 0.10 0.10 54 92 54 Placa de silo 4.70 libres 15.00 0.55 0.05 0.45 0.05 0.45 para polietileno 125 ton. de cap. h= 15 m. Silo de 4.70 d metalicos de 5 5 Detalle de zapata en planta -0.17 BROWN BRICK 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.4”)(11 “Kd” “0.73”)(11 “Ks” “0.01”)(11 “roughness” “0.69”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BRICK 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.4”)(11 “Kd” “0.73”)(11 “Ks” “0.01”)(11 “roughness” “0.69”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 5 5 5 5 5 5 5 5 BROWN BRICK 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.4”)(11 “Kd” “0.73”)(11 “Ks” “0.01”)(11 “roughness” “0.69”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 0.50 0.10 Detalle 1 Rosca std 0.10 Ancla de 1 1/4″ d galvanizado Detalle 1 Anclas como se muestra en este detalle Colocaciòn de anclas 54 92 54 Placa de silo Nota: las cotas de este detalle se manejan en milimetros 4.70 libres Anillo para colocaciòn de silos Planta de referencia zapata para silos 0.55 Zapata para silos Vrs # 6 @ 20 en 2 camas amarradas a ambas parrillas silletas # 3 alternadas -0.17 -0.17 5 Plantilla de concreto e=45cms Vrs #6 @ 20 en 2 camas F`C= 100Kg/cm2 silletas #3 alternadas amarradas a ambas parrillas Zapata para silos Detalle en elevaciòn Plantilla de concreto e=45cms F`C= 100Kg/cm2 -0.17 Vrs # 6 @ 20 en 2 camas silletas # 3 alternadas amarradas a ambas parrillas Zapata para silos 125 ton. de cap. h=15mts.para polietileno. Silos de 4.70 d metalicos de Corte de zapata 0.00 1 2 2 Notas: 1.-Acotaciones en metros 2.-Concreto en estructura F´c=250Kgs/cm 3.-Acero F`y=4200kgs/cm 2 para polietileno h= 15 m. 125 ton. de cap. metalicos de Silo de 4.70 d 0.05 0.45 0.05 0.45 125 ton. de cap. h=15mts.para polietileno. Silos de 4.70 d metalicos de 12 Ejes para anclas distribuidos F`C= 100Kg/cm2 Plantilla de concreto e=45cms