Foundation – Silos DWG Detail for AutoCAD

Foundation silos – Constructive details

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

Cms., Cms., Anchor bolts, Detail anchor bolts, detail, Concrete ring shaft, cut, scale, Notes: a depth of foundation was used since that depth was found ground with a support capacity of the reinforcing steel in general is degree the anchor bolts are corrugated grade. The concrete used will be used a wind speed of, Rio maximo proctor standard material, Concrete ring shaft, both senses, Anchors equally spread over a radius of, Location anchor bolts, Anchors equally spread over a radius of, scale, Outdoor floor, Construction plant, scale, both senses, both senses, Anchor bolts, Inner part silo, scale, Concrete in plan, Ring reinforcement, scale, Selected material, scale, both senses, Outer part silo, P.v.c. Of pressure, cut, scale, pending, Cms., seal, Construction gasket, Pipe tube, Selected material, Cms., Floor tile, scale

Raw text data extracted from CAD file:

\A1;788 \A1;588 \A1;5366 Ø \A1;2683 \A1;5366 \A1;751 \A1;6630 \A1;30° \A1;15° \A1;1288 \A1;817 \A1;788 \A1;150 \A1;300 \A1;7.5° \A1;R2=2489 \A1;R1=2289 \A1;R4=2877 \A1;R3=2815 \A1;R5=3077 \A1;R1=2683 \A1;R2=2289 \A1;788 \A1;5366 Ø \A1;788 \A1;817 \A1;2683 \A1;100 \A1;400 \A1;100 \A1;788 \A1;750 \A1;788 \A1;600 \A1;200 \A1;250 \A1;250 \A1;150 \A1;100 \A1;250 \A1;350 \A1;388 \A1;200 \A1;788 \A1;5366 Ø \A1;100 \A1;100 \A1;150 \A1;300 \A1;100 \A1;100 \A1;100 \A1;6 cms. \A1;25 \A1;788 \A1;100 \A1;5 cms. \A1;3500 \A1;3500 \A1;7000 \A1;1396 \A1;2289 \A1;2289 \A1;2052 \A1;2289 \A1;2289 \A1;1396 \A1;3685 \A1;6630 \A1;3685 \A1;14000 \A1;1211 \A1;2289 \A1;2289 \A1;1211 \A1;7000 x 14000 \A1;8000 \A1;1600 \A1;600 \A1;1400 \A1;3600 \A1;500 \A1;500 24 PERNOS DE ANCLAJE 1 1/2″ Ø x 1350 DETALLE PERNOS DE ANCLAJE DETALLE -1 #4 @ 500 788 588 EJE ANILLO DE CONCRETO CORTE A-A ESCALA : 1:25 NOTAS: 1-) SE UTILIZO UNA PROFUNDIDAD DE CIMIENTO DE 3.60 MTS, YA QUE A ESA PROFUNDIDAD SE ENCONTRO SUELO CON UNA CAPACIDAD DE SOPORTE DE 2.10 Kg/cm2. 2-) EL ACERO DE REFUERZO EN GENERAL ES GRADO 40. 3-) LOS PERNOS DE ANCLAJE SON GRADO 60 CORRUGADOS. 4-) EL CONCRETO A UTILIZAR SERA DE 280 Kg/cm2. 5-) SE UTILIZO UNA VELOCIDAD DE VIENTO DE 100 Km/HORA MATERIAL DE RIO MAXIMO 3″ 100% PROCTOR STANDARD EJE ANILLO DE CONCRETO #5 @ 1000 AMBOS SENTIDOS 5366 Ø 2683 5366 751 6630 12 ANCLAS IGUALMENTE REPARTIDAS EN UN RADIO DE 2489mm UBICACION PERNOS DE ANCLAJE 24 ANCLAS IGUALMENTE REPARTIDAS EN UN RADIO DE 2877mm 24 ANCLAS IGUALMENTE REPARTIDAS EN UN RADIO DE 2877mm 12 ANCLAS IGUALMENTE REPARTIDAS EN UN RADIO DE 2489mm 5 5 ESCALA : 1288 #10 @ 250 817 1:50 #5 @ 250 788 PAVIMENTO EXTERIOR 150 #10 @ 250 1 300 7.5° R2=2489 R1=2289 R4=2877 R3=2815 R5=3077 A A PLANTA CONSTRUCTIVA 2 ESCALA : A 1:75 R1=2683 R2=2289 788 5366 Ø 788 #5 @ 250 817 DET-1 2683 #6 @ 200 AMBOS SENTIDOS 100 400 100 #8 @ 200 AMBOS SENTIDOS #3 @ 250 AMBOS SENTIDOS #10 @ 250 788 12 PERNOS DE ANCLAJE 1 1/2″ Ø x 1000 750 788 600 200 PARTE INTERIOR SILO ESCALA : R=3077 R=2289 250 250 CONCRETO EN PLANTA REFUERZO DE ANILLO DE #4 @ 500 ESCALA : 150 R=2489 100 250 350 R=2877 388 200 1:20 #4 @ 500 #5 @ 250 #4 @ 500 MATERIAL SELECTO 788 #10 @ 250 #5 @ 250 5366 Ø #4 @ 500 R=2683 ESCALA : 100 #5 @ 250 #3 @ 250 AMBOS SENTIDOS 1:20 PARTE EXTERIOR SILO #10 @ 250 1:20 100 #5 @ 250 150 300 1 A 2 100 2″Ø P.V.C. DE PRESION 100 B B 1:10 CORTE B-B ESCALA : 100 PENDIENTE DE 1% 6 cms. 25 SELLO JUNTA CONSTRUCTIVA 788 COLADERA PARA TUBO DE 2″Ø MATERIAL SELECTO 100 5 cms. LOSA DE PISO ESCALA : 1:50 3500 3500 7000 1396 2289 2289 2052 2289 2289 1396 3685 6630 3685 14000 1211 2289 2289 1211 7000 x 14000 8000 1600 600 1400 3600 500 500