Grain Mill DWG Elevation for AutoCAD

Plant elevations mill cuts – Collection of seeds

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

mts, level area, ground floor, fans, rooftop, see dib., iron bauer mts, see dib., iron bauer mts, floor level, conveyor belt grain entrance at the foot of the elevator npt, total overload on striped surface kgs, conveyor belt grain entrance a height of mts, motor, projection of location of wheat pond, in case of preventing the entry of power cables to the motor power board passing through the lower part of the floor it will be appropriate to position a plastic of mm on the floor itself low level, variant to the cmf plane, tank tank, hygienic service, machine room, mts, existing patio, mts, railyard, retaining wall, mts, roof projection, see dib., over total load on striped surface: kgs, irons bauer mts see dib., detail embedding vibrating extractors see dib., mts, flush mounting brackets lkk see dib., pass of, total overload on scratched surface: kgs, total overburden over scratched surface: kgs, iron bauer mts see dib., iron bauer mts see dib., overload in each of the scratched areas: kgs, overload in each of the scratched areas: kgs, overload in each of the scratched areas: kgs, overload in each of the scratched areas: kgs, detail embedding connection extractors vibrating see dib., mts, irons bauer mts see dib., overload in each of the scratched areas: kgs, total overburden over the scratched surface kgs, overload in each of the striped areas kgs, overload in each of the scratched areas: kgs, overburden over scratched surface kgs, irons bauer mts see dib., mts, Overload on scratched surface: kgs, n.p.t. m., total overload on scratched surface: kgs, overload in each of the scratched areas: kgs, inspection hole see dib., mts, ground floor, mts, staircase seventh level, mts, fans, engine room, finished product base, wheat store, mts, breakfast room, balance, grain polisher, grinding bench, flour meal, flour silo, silo of impurities, by-product silo, resting silo, wheat silo, flour silo, sasores vibroterminador of afreho, rotary carter, wheat silo, take out stone, wheat silo, vertical edge, plansifter, hall, sage, input the silos, mts, pneumatic mill, input the flour silos, squeegee, clean aspiration, balance of dirty wheats, polisher, lifts, double height, ground floor, metal ceiling joists, metal ceiling beams, metal sliding doors, showers, lockers, stalls, head plant office, metal staircase, coverage of zinc corrugated iron over metal beams, area, railyard, reinforced concrete roof, metal roof, mts, area, mts, area, mts, area, mts, area, mts, area, mts, area, mts, area, mts, area, area, open flour stock, stairs, cat stair, rooftop, mts, area, first floor, basement, second floor, third floor, fourth floor, fifth floor, sixth floor, seventh floor, cut, n.p.t. m., see dib., for the static weight of each, bank of cylinders, apply during construction, cmf, See drawing., insulated surface

Raw text data extracted from CAD file:

2.10 .15 .15 10.90 4.00 3.75 3.75 3.75 6.40 2.80 2.90 3.50 7.62 .20 .20 .25 .20 .20 .30 3.45 .50 3.25 .50 3.25 .50 3.25 .50 .30 .30 2.65 3.15 .20 2.60 .25 3.81 3.81 2.65 .20 2.70 .20 3.00 .80 .70 .35 .37 .30 .35 .30 .25 .25 .25 .15 .15 1.85 .15 .20 2.45 1.10 .70 .30 1.05 2.25 .80 1.06 .15 .40 3.50 .20 3.50 .20 3.50 .20 3.50 .20 3.50 .20 3.45 .15 .60 .10 .30 .25 .60 .65 3.50 .20 .70 .80 2.10 .30 19.25 .15 11.30 .15 15.10 3.80 3.70 3.80 4.00 3.75 3.75 3.75 6.40 2.80 2.90 3.50 2.60 7.62 .20 3.00 .15 2.15 .15 .20 3.50 .20 3.50 3.70 .20 3.50 .20 3.45 2.65 .20 2.70 .30 .40 .45 .25 .60 .45 .70 .25 .37 .25 .20 .25 .25 .25 .25 .25 .65 .25 .25 .25 1.78 2.13 .40 .15 .30 .30 .40 .15 .25 .20 3.25 .30 .20 .20 .30 3.45 .50 3.25 .50 3.25 .50 3.25 .50 .30 .30 2.65 .25 3.81 3.81 .20 3.21 .20 .25 1.30 3.46 .25 3.26 3.26 .15 .15 .20 .15 .15 .30 .35 .30 .15 .15 .15 .15 .15 .60 .15 .15 1.10 .15 .25 2.83 .15 .15 .30 .35 1.06 .25 1.90 .20 8.45 6.10 .26 .30 .35 .30 .10 .40 .35 .20 .20 .45 .15 1.05 .35 .15 .05 1.65 .90 3.80 .15 .15 .15 .15 .15 1.20 .15 1.50 .15 .17 .17 .30 .15 .50 .15 .15 .30 .35 .50 .15 1.29 .15 .32 .15 .20 .30 .30 .47 .15 .30 .35 .30 .99 .45 .15 .20 .15 .30 .15 2.27 .15 1.30 .80 .15 1.30 .47 .20 3.51 .20 3.51 .20 3.80 3.70 3.80 .35 .30 18.65 4.00 1.30 .30 .15 .60 .10 .25 .60 .65 .26 3.05 3.26 3.26 .30 .50 .55 .86 .76 2.07 .76 2.07 2.85 2.85 .30 3.04 .30 .30 .30 1.30 6.06 .99 .15 .25 .15 .30 .30 .15 1.20 .15 2.55 .15 .37 .42 .25 .20 2.90 .60 .20 4.00 3.51 .20 3.51 .20 .20 3.71 3.71 \A1;.10 19.25 .15 11.30 .15 15.10 .25 7.62 9.60 .80 .30 .65 .25 .20 .20 .45 .82 .60 .70 .40 .15 .21 .65 .25 .25 .25 .65 1.61 \U+2205.90 1.30 5.00 5.95 .30 .15 .15 1.80 2.65 .45 1.70 .30 .30 .50 .30 1.06 1.06 1.25 .55 .80 .15 .15 1.35 .55 1.70 1.43 1.43 2.85 .58 .65 .58 .58 1.15 6.05 .20 .25 3.15 .40 .60 .20 .90 .60 .40 2.10 .25 .25 .25 .30 .40 2.40 .45 .82 .45 .35 .40 1.08 .55 5.30 .55 .30 .20 .40 .41 .15 .40 2.75 .40 2.40 1.00 .35 .30 .35 .30 .35 .30 .35 .45 .95 .80 .15 .25 .20 1.56 1.00 1.40 1.00 1.56 .20 .20 .20 3.51 .25 3.40 .30 .20 .35 .95 .25 .25 .25 2.15 \U+22051.08 1.30 .95 .25 .37 .30 .35 .30 1.05 .60 .60 .85 .75 .70 .65 .90 1.45 .75 .85 1.50 .45 .45 .60 .45 .15 .38 .15 .30 .70 .35 .35 .20 .25 .25 .25 .25 .33 2.10 2.70 2.10 2.10 \U+22052.00 \U+22052.00 .95 .95 .80 .20 .20 .60 1.83 2.10 1.05 1.30 .20 3.50 .20 3.45 3.51 .15 .50 .82 3.81 .20 .25 .30 .30 .40 .40 .20 .40 2.53 .25 .15 .25 .15 .32 .15 .65 .15 .35 .30 .20 .30 .30 .20 .10 .15 .62 .65 .25 1.29 .20 1.50 .18 .34 .33 .34 .30 1.00 .15 1.60 1.00 .55 .15 .20 .42 .15 1.80 .40 .25 .25 3.40 .30 1.40 .15 .15 .11 .15 .20 2.90 6.40 .20 .25 .20 .30 5.90 5.95 2.85 .30 6.20 .20 \U+2205.88 \U+2205.88 \U+2205.54 1.50 1.15 .30 3.10 2.40 4.10 .25 .25 1.00 .25 2.75 .30 2.30 .30 2.80 .30 3.15 .30 .30 2.10 6.15 .53 1.00 2.30 4.40 1.20 .73 .25 1.96 6.32 .55 1.80 .45 .60 3.40 .60 .45 .82 .45 1.50 2.25 .50 3.25 3.25 .50 3.25 .50 2.25 1.50 .50 .25 1.25 2.00 .60 3.10 3.25 .25 .60 .25 7.12 .25 3.81 3.81 7.62 .25 .75 2.50 .60 2.50 .80 .20 3.40 .30 1.50 2.25 .50 3.25 .50 3.25 .50 3.25 .50 3.45 .30 .30 2.35 .30 3.15 .30 2.80 .30 2.30 .30 2.80 .20 3.00 2.90 2.80 3.75 2.65 4.00 3.75 3.75 3.75 4.00 3.80 3.70 3.80 11.30 .15 19.25 .15 15.10 4.51 .30 1.60 1.00 .15 1.20 .30 .30 .60 .05 .25 .60 .05 .60 .60 4.25 .85 1.30 .60 .45 .75 .80 .20 .40 1.30 .80 .20 2.50 .20 1.55 .40 1.40 .20 3.35 .20 8.06 .20 9.60 1.18 1.10 2.78 1.50 4.25 1.00 1.40 .20 .20 .20 1.60 = = = = = = .25 .20 2.20 .20 3.75 .25 4.10 2.40 3.10 9.60 .25 2.65 .20 2.70 .20 2.60 .20 3.35 2.65 .30 .30 3.45 .50 3.25 .50 3.25 .50 3.25 .50 3.45 .30 .30 3.40 .20 .80 2.50 .60 2.50 .75 .25 3.80 3.70 3.80 4.00 3.75 3.75 3.75 4.00 6.40 2.80 2.90 3.00 15.10 .15 19.25 .15 11.30 1.35 1.35 = = = = .30 3.25 .20 .30 2.10 .25 3.81 3.81 7.62 \U+22052.00 .20 .25 .20 .38 .25 .50 .38 .25 .20 .25 .15 .45 .95 2.00 .80 1.20 .60 .70 .15 .25 .15 .35 .35 .30 .35 .30 .35 .30 .35 .30 .35 .30 .35 .30 .35 .60 .25 .60 .25 .30 .61 4.50 1.46 .30 .30 .30 2.42 .18 .20 .20 .20 .20 .20 .20 .30 1.30 .45 .80 1.50 .30 .15 .25 .20 .30 .20 2.75 .25 .20 2.20 .20 3.75 .25 4.10 2.40 3.10 9.60 .30 .20 3.25 .30 .35 .35 .15 .35 1.15 .35 .15 .43 .20 .15 .25 .25 .25 .25 .25 .15 .15 .40 .20 .15 .60 .45 .45 .82 .45 .17 .15 .15 .35 .15 .15 .30 .35 .35 .15 .17 .30 .35 .30 .17 .15 .51 .15 .15 .15 .20 .15 .15 .60 .15 .63 .20 .15 .30 .35 .30 .35 .15 .50 .15 1.29 .30 .15 .12 .31 .15 2.83 .30 .30 .15 .45 .15 .20 .15 .15 .60 .20 \U+22052.00 \U+22052.00 2.75 .25 .20 2.20 .20 3.75 .25 4.10 2.40 3.10 9.60 .30 \U+2205.90 .20 .20 7.22 4.00 .30 .10 2.10 .30 2.30 .30 .90 .30 .50 1.95 .73 2.10 .30 1.50 .20 .25 3.05 19.25 .15 11.30 .15 15.10 3.80 3.70 3.80 4.00 3.75 3.75 3.75 6.40 2.80 2.90 .20 .30 3.45 .50 3.25 .50 3.25 .50 3.25 .50 2.80 .25 7.62 9.60 4.10 2.40 3.10 2.75 3.00 2.75 .20 2.20 .20 3.75 .90 .25 .80 .40 .15 .20 3.45 .68 .22 .68 .15 .45 .15 3.35 .90 .15 .15 1.40 .18 .18 .14 .15 .14 2.43 .55 .25 .30 2.30 3.71 3.71 .45 .55 1.53 .27 .50 .30 .30 .30 3.10 .30 .30 3.05 .25 .15 .56 .25 .20 3.25 .30 .45 .20 2.00 1.70 1.70 1.00 .50 .60 2.80 .30 .31 .73 .30 .62 .20 .68 .68 .99 .31 .31 .30 .35 .68 .68 .68 .35 .20 .62 .30 .30 .31 .31 .99 1.65 .31 .31 .30 .30 .62 .20 .99 .73 1.95 .50 .40 .40 .20 1.20 1.20 .20 .50 1.95 .99 .30 .31 .31 .68 .99 .31 .31 .30 .35 .68 .68 .62 .20 .20 .30 .47 .50 .30 .30 2.65 3.15 3.81 3.81 .25 .25 .25 .37 .20 .45 .82 .60 .45 .70 1.90 .15 .30 .40 .15 1.80 .30 1.15 .30 1.20 1.20 .30 1.20 1.20 .30 1.10 .17 .68 .22 2.10 .95 .30 .95 .68 .68 .30 .49 1.25 1.15 .15 .55 .15 .25 .15 .85 .50 .60 .30 .15 1.53 .80 .90 .31 .65 .30 .35 .30 .15 .35 .25 .25 .25 .25 .95 .25 .25 .25 .56 \U+22051.08 .30 .15 1.37 .20 .20 .63 .20 1.92 .43 1.85 .15 .15 .30 .75 1.35 .30 .25 .18 .25 .31 .65 .30 .15 .25 .25 .25 .15 .15 .55 .15 .25 .15 .30 .30 .30 .25 .31 1.43 1.43 19.50 15.10 4.40 11.75 11.75 7.62 7.62 7.62 9.60 1.98 1.98 30.85 9.60 45.95 15.10 7.62 30.85 1.98 45.95 15.10 9.60 7.62 6.40 6.40 2.75 2.75 30.85 1.98 45.95 15.10 9.60 7.62 6.50 9.60 9.60 5.49 6.40 3.40 5.17 6.50 6.15 .10 .70 4.36 4.25 .60 .60 .05 .60 .25 .05 .60 .30 1.50 .15 1.00 1.90 1.99 .57 3.94 .34 3.87 .34 .15 .80 1.47 .00 30.85 1.98 15.10 7.62 9.60 11.26 3.25 45.95 6.56 47.00 14.03 7.62 32.98 9.06 4.55 14.20 9.06 4.55 9.06 4.55 NPT= +4.00 mts 1ER NIVEL Area = 380.04 m² 1.31 1.25 1.77 0.91 .25 1.05 30.40 21.50 3.75 2.80 2.60 0.20 3.00 1.40 .80 .25 3.80 22.30 .25 3.80 5.00 5.00 20° 20° 1.30 .80 .20 .20 .30 1.11 .20 1.11 .20 1.00 .20 1.00 .20 1.00 .20 .25 4.75 .25 4.75 .25 6.85 .25 .25 29.00 .12 \A1;30° \A1;30° \A1;30° \A1;30° \A1;30° \A1;20° .74 1.26 .37 .37 .38 .37 .60 .40 3.80 16.30 .25 3.35 .25 2.05 0.20 5.30 8.50 8.50 5.30 0.20 0.20 2.80 0.30 2.30 0.30 2.80 0.30 3.15 0.30 0.30 2.10 0.25 10.25 2.50 9.60 2.90 2.80 6.40 15.10 0.15 1.35 .68 1.35 .68 .68 1.35 .68 30° 30° 2.80 5.00 4.20 5.30 3.50 2.95 1.20 3.80 4.00 5.00 .25 16.25 .25 3.35 .20 2.10 2.15 .25 3.25 .25 2.70 .25 1.15 2.10 3.00 2.90 2.80 6.40 4.00 3.75 3.75 3.75 4.00 3.80 3.70 3.80 20° 20° 20° 20° 5.00 1.75 1.75 1.75 1.75 1.75 4.05 .25 14.20 .25 2.65 .25 22.30 20° .20 2.60 8.35 .15 19.25 .15 11.30 .25 5.90 .25 .25 3.40 .30 .20 1.00 .35 .30 .35 .30 .35 .30 .35 .45 .95 .30 .70 .20 .80 .20 .40 .41 .15 2.15 1.05 .60 .60 .40 2.75 .85 .40 1.50 2.40 .95 .95 .80 .25 .20 1.56 1.00 1.40 1.00 1.56 .20 .20 1.83 1.05 1.30 .20 3.50 .20 3.45 .20 3.51 .15 .25 = = .25 .20 2.20 .20 3.75 .25 4.10 2.40 3.10 9.60 .25 2.65 .20 2.70 .20 2.60 .20 3.35 2.65 .30 3.40 .20 3.80 3.70 3.80 4.00 3.75 4.00 6.40 2.80 15.10 .15 19.25 .15 11.30 1.35 1.35 = = .30 .30 2.10 3.81 3.81 7.62 \U+22052.00 .20 .25 .38 .25 .20 .25 .15 .95 2.00 .80 1.20 .60 .15 .15 .35 .35 .30 .35 .30 .35 .30 .35 .30 .35 .30 .35 .30 .35 .60 .25 .60 .61 4.50 1.46 .30 .30 .30 2.42 .18 .20 .20 .20 .20 .20 .20 .30 1.30 .45 .80 .30 .15 .25 .20 .30 .20 6.15 .35 2.20 2.20 .20 4.00 3.75 .25 4.75 .25 4.75 .25 3.95 .25 5.05 .25 3.25 .25 1.60 1.20 5.00 1.79 6.00 3.21 .20 2.40 .80 .80 2.75 .80 1.45 2.65 .80 1.55 2.55 .80 .85 3.35 2.75 .80 1.45 2.65 2.35 2.55 1.45 3.35 1.40 .80 4.65 .25 1.15 .25 2.65 .25 13.95 1.76 1.76 1.75 1.75 20° d 2.00 2.00 20° 1.30 .80 2.40 .80 3.21 .30 .20 .20 1.62 .20 .76 .20 .46 .20 .76 .20 1.62 .20 2.40 4.50 .40 .40 2.70 .80 3.40 .80 .80 3.40 .80 .80 3.40 .80 .80 2.40 5.00 \A1;30° \A1;20° .73 1.26 .63 .63 .63 .63 .63 .37 .90 .40 1.50 \A1;35° 0.20 3.00 0.88 \A1;3.25 \A1;.60 \A1;.45 \A1;.82 \A1;.45 \A1;.50 \A1;1.80 \A1;1.00 \A1;.85 \A1;.40 \A1;.60 0.30 1.80 0.30 0.20 1.80 7.00 3.45 0.30 \A1;35° 2.40 0.30 9.00 0.30 3.10 2.40 4.10 0.20 2.80 0.30 2.30 0.30 2.80 0.30 3.15 0.30 2.40 0.25 0.30 2.65 .68 .68 .12 1.05 2.10 2.70 2.10 2.10 0.66 0.66 3.06 3.06 6.00 2.20 20° 1.75 1.15 4.00 .20 2.65 .82 3.81 .20 .45 .45 .60 .45 .15 .38 .15 .35 .35 .25 .25 .25 .25 .35 .95 .25 .25 .25 \U+22051.08 1.30 .95 .25 .37 .30 .35 .30 .85 .75 .70 .65 .90 .75 2.10 2.70 2.10 2.10 \U+22052.00 \U+22052.00 .20 .20 .60 2.10 .15 .50 .33 .30 .30 .40 .65 .25 = = = = .30 3.45 .50 3.25 .50 3.25 .50 3.25 .50 3.45 .30 .30 .80 2.50 .60 2.50 .75 .25 = = 3.25 .20 .25 .50 .45 .70 .25 1.50 5 5 5 F E L N M LL K J I H G D C B 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 3' 2' 1 5 5 5 5 PLANTA 4to PISO (+14.00) 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 53 52 51 50 49 48 47 46 45 44 43 41 40 39 38 37 36 34 35 42 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 63 56 55 57 58 59 60 61 62 70 71 72 73 74 75 76 77 78 79 80 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 5 1 2' 3' 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 A B C D G H I J K LL M N L E F 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 3 4 4 2 2 2 1 1 1 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 6 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 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 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 2 1 3 4 5 1 2' 3' 5 5 5 5 5 5 A B C D G H I J K LL M N L E F 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 64 65 66 67 68 69 V2 V4 V4 V4 V2 V2 V4 V4 V4 V2 V2 V4 V4 V4 V2 V2 V4 V4 V4 V2 V7 V7 V7 V7 V7 V7 V7 V7 V7 V7 V7 V7 V7 V7 V7 V7 V11 V11 V11 V11 V11 V11 V11 P5 VENTILADORES AZOTEA 3 AZOTEA 2 P5 P5 5 5 5 5 F E L N M LL K J I H G D C B A 3' 2' 1 5 5 5 4 3 2 32 31 30 29 28 27 26 25 24 23 22 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 5 5 5 5 5 5 5 5 5 5 VER DIB. CM-04-001-00 HIERRO BAUER L= 0.60 mts VER DIB. CM-04-001-00 4 HIERRO BAUER L=2.70 mts 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 19 18 17 16 15 13 14 21 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 V7 V7 V2 V4 V4 V4 V2 V2 V4 V4 V4 V2 V7 V7 V7 V7 V7 P5 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 5 5 5 5 5 5 5 5 5 5 5 5 D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA NIVEL (+29.75) 1 2 3 4 5 6 7 8 9 10 11 1 2' 3' A B C D' G H I J K LL M N L E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 V1 V1 P2 P2 P4 V3 V1 V8 P3 V3 V3 V3 V3 V3 V6 V6 V6 V6 V6 V6 V6 V6 V6 V6 V8 V8 V8 5 5 5 2 1 3 4 5 5 5 5 5 5 D FAJA TRANSPORTADORA INGRESO DE GRANOS AL PIE DEL ELEVADOR A + 0.00 NPT 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 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 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 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SOBRECARGA TOTAL SOBRE SUPERFICIE RAYADA 800 Kgs FAJA TRANSPORTADORA INGRESO DE GRANOS A UNA ALTURA DE 1.10 Mts MOTOR PROYECCION DE UBICACION DE POZA DE TRIGOS EN CASO DE PREVEER EL INGRESO DE CABLES DE ALIMENTACION AL TABLERO DE FUERZA MOTRIZ PASANDO POR LA PARTE BAJA DEL 1ER PISO SERA OPORTUNO POSICIONAR UN PLASTICO DE d 200 MM EN EL PISO MISMO BAJO NIVEL ± 0.00 VARIANTE AL PLANO A2 Y CMF -04-001-00 -1.00 5 5 5 5 -0.30 5 TANQUE CISTERNA CAP.= 25.60 m³ SERVICIO HIGIENICO SALA DE MAQUINAS 5 5 5 5 5 5 NPT=+0.50 mts NPT= +3.00 mts PATIO EXISTENTE NPT= ±0.00 mts PATIO DE MANIOBRAS MURO DE CONTENCION C°A° e=0.25mts MURO DE CONTENCION C°A° e=0.25mts NPT= ±0.00 mts PROYECCION DE TECHO = = = = = = 5 5 5 5 5 5 5 5 5 5 1 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 5 VER DIB. CM-04-002-00 5 5 = = = = 5 5 5 5 5 5 SOBRE CARGA TOTAL SOBRE SUPERFICIE RAYADA: 1400 kgs 4 HIERROS BAUER L=4.50 mts VER DIB. CM-04-001-00 DETALLE EMPOTRE EXTRACTORES VIBRANTES VER DIB. F-04-001-00 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 NPT= +4.00 mts 5 5 5 5 5 5 5 5 5 EMPOTRES PARA SOSTEN BANCOS DE CILINDROS LKK 250x800 VER DIB. M-04-002-00 5 5 5 5 5 5 5 5 5 5 5 5 PASE DE 2" SOBRECARGA TOTAL SOBRE LA SUPERFICIE RAYADA: 600 kgs SOBRECARGA TOTAL SOBRE SUPERFICIE RAYADA: 1000 kgs SOBRECARGA TOTAL SOBRE SUPERFICIE RAYADA: 2200 kgs 2 HIERRO BAUER L=2.40 mts VER DIB. CM-04-001-00 HIERRO BAUER L=0.60 mts VER DIB. CM-04-001-00 5 5 5 5 5 5 5 5 5 HIERRO BAUER L=1.40 mts VER DIB. CM-04-001-00 4 3 2 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 SOBRECARGA EN CADA UNA DE LAS ZONAS RAYADAS: 450 kgs 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 SOBRECARGA EN CADA UNA DE 4 LAS ZONAS RAYADAS: 450 kgs 5 5 5 5 5 5 5 5 5 5 5 5 5 * SOBRECARGA EN CADA UNA DE 4 LAS ZONAS RAYADAS: 350 kgs SOBRECARGA EN CADA UNA DE 4 LAS ZONAS RAYADAS: 350 kgs SOBRECARGA EN CADA UNA DE 4 LAS ZONAS RAYADAS: 150 kgs 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 SOBRECARGA EN CADA UNA DE 4 LAS ZONAS RAYADAS: 450 kgs 5 5 5 DETALLE EMPOTRE CONEXION EXTRACTORES VIBRANTES - VER DIB. F-04-001-00 NPT=+9.00 mts 4 3 2 5 5 5 5 5 5 5 5 5 5 5 1 4 HIERROS BAUER L=6.00 mts VER DIB. CM-04-001-00 SOBRECARGA EN CADA UNA DE 4 LAS ZONAS RAYADAS: 950 kgs 5 SOBRECARGA TOTAL SOBRE LA SUPERFICIE RAYADA 2500 kgs SOBRECARGA EN CADA UNA DE LAS 3 ZONAS RAYADAS 250 kgs SOBRECARGA EN CADA UNA DE 4 LAS ZONAS RAYADAS: 150 kgs SOBRECARGA EN CADA UNA DE LAS 4 ZONAS RAYADAS: 350 kgs SOBRECARGA SOBRE LA SUPERFICIE RAYADA 1100 kgs SOBRECARGA SOBRE LA SUPERFICIE RAYADA 1000 kgs 5 3 HIERROS BAUER L 5.00 MTS VER DIB. CM-04-001-00 NPT= +21.10 mts SOBRECARGA SOBRE LA SUPERFICIE RAYADA: 700 kgs 5 5 5 5 5 5 5 5 5 5 5 5 5 F E L N M LL K J I H G D C B 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 3' 2' 1 5 5 5 4 3 1 2 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 89 88 87 86 85 84 82 83 90 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T. = + 18.20 m. X 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;.30 5 5 5 5 5 5 5 5 \A1;.30 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 5 5 5 76 75 74 73 72 71 70 80 79 78 77 81 V9 V9 V9 V9 V9 V9 V9 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 V13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOBRECARGA TOTAL SOBRE LA SUPERFICIE RAYADA: 2200 kgs SOBRECARGA EN CADA UNA DE LAS 4 ZONAS RAYADAS: 350 kgs 5 5 ORIFICIO DE INSPECCION VER DIB. RCF-04-04-001-00 ORIFICIO DE INSPECCION VER DIB. RCF-04-04-001-00 NPT=+14.00 mts NPT=+18.20 mts NPT=+18.20 mts NPT=+14.00 mts PLANTA 5to PISO (+18.20) PLANTA 6to PISO (+21.10) PLANTA 3er PISO (+9.00) PLANTA 2do PISO (+4.00) PLANTA 1er PISO (±0.00) 5 5 NPT=+29.75 mts NPT=+27.00 mts ESCALERA A SEPTIMO NIVEL NPT=+23.50 mts NPT=+24.10 mts VENTILADORES SALA DE MOTORES (Disgregador Rotativo) EMBASADO DE PRODUCTO TERMINADO ALMACEN DE TRIGOS NPT= ±0.00 mts SALA DE AFRECHO BALANZA PULIDORA DE GRANO BANCO DE MOLIENDA EMBASADO DE HARINA SILO DE HARINA SILO DE HARINA SILO DE HARINA SILO DE IMPUREZAS SILO DE SUBPRODUCTOS SILO DE SUBPRODUCTOS SILO DE REPOSO SILO DE REPOSO SILO DE REPOSO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE HARINA SILO DE HARINA SILO DE HARINA SILO DE HARINA SILO DE HARINA SASORES Y VIBROTERMINADOR DE AFREHO CARTER ROTATIVO SILO DE TRIGO SACA PIEDRA SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO FILO VERTICAL PLANSIFTER HALL ZARANDA ENTRADA A LOS SILOS NPT=+20.50 mts NEUMATICO MOLINO ENTRADA A LOS SILOS DE HARINA ZARANDA PRE LIMPIA ASPIRACION LIMPIA BALANCE DE TRIGOS SUCIOS PULIDORA V9 ELEVADORES 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 DOBLE ALTURA 13 12 11 10 22 21 20 19 18 17 16 23 15 14 09 08 07 06 03 04 05 02 01 5 13 12 11 10 22 21 20 19 18 17 16 51 15 14 09 08 07 06 30 04 05 29 28 26 27 25 24 23 23 40 39 49 48 47 46 45 44 43 51 42 41 34 33 31 32 58 57 55 56 54 53 52 50 38 37 36 35 75 74 73 72 71 70 62 61 59 60 84 82 83 76 77 91 103 102 101 100 99 98 97 94 92 88 87 86 85 86 85 84 82 83 81 90 89 66 65 64 63 67 68 78 79 69 81 80 93 95 96 98 97 94 92 93 95 96 5 PLANTA 7mo PISO (+27.00) 5 VIGUETAS METALICAS PARA TECHO LIVIANO VIGUETAS METALICAS PARA TECHO LIVIANO VIGAS METALICAS PARA TECHO LIVIANO PUERTAS CORREDIZA METALICA 5 5 5 5 5 5 DUCHAS CASILLEROS BANCAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OFICINA JEFE DE PLANTA 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 ESCALERA METALICA ESCALERA METALICA COBERTURA DE PLANCHA CORRUGADA DE ZINC (CALAMINA) SOBRE VIGAS METALICAS COBERTURA DE PLANCHA CORRUGADA DE ZINC (CALAMINA) SOBRE VIGAS METALICAS COBERTURA DE PLANCHA CORRUGADA DE ZINC (CALAMINA) SOBRE VIGAS METALICAS COBERTURA DE PLANCHA CORRUGADA DE ZINC (CALAMINA) SOBRE VIGAS METALICAS Area = 415.80 m² 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO DE MANIOBRAS \LLEYENDA TECHO DE CONCRETO ARMADO TECHO DE METALICO 5 5 5 5 5 5 5 NPT= +9.00 mts Area = 380.04 m² Area = 41.25 m² NPT= ±0.00 mts Area = 17.60 m² NPT= +14.00 mts Area = 380.04 m² NPT= +21.10 mts Area = 380.04 m² NPT= +18.20 mts Area = 178.49 m² NPT= +18.20 mts Area = 89.54 m² NPT= +27.00 mts Area = 23.37 m² NPT= +29.75 mts Area = 62.40 m² 5 5 Area = 47.21 m² DEPOSITO ABIERTO DE HARINA ESCALERA Nº1 ESCALERA Nº2 ESCALERA DE GATO ESCALERA DE GATO AZOTEA 1 NPT= +4.00 mts Area = 380.04 m² PRIMER PISO SOTANO SEGUNDO PISO TERCER PISO CUARTO PISO QUINTO PISO SEXTO PISO SEPTIMO PISO 5 0.91 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE C - C N.P.T. = + 4.00 m. 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 VER DIB. CMF-04-001-01 Y M-04-002-00 PARA EL PESO ESTATICO DE CADA BANCO DE CILINDROS Y LOS EMPOSTRES A APLICAR DURANTE LA CONSTRUCCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3' 1 5 Y CMF -04-001-01 VER DIBUJO. C-04-003-00 VER DIBUJO. C-04-002-00 5 SUPERFICIE AISLADA 5 AMPLIO CURVAS DE RADIO 5 5 5 5 5 5 5 5 .74 .37 .63 1.26 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 4 1 3 2 4 1 ELEVACION POSTERIOR ELEVACION PRINCIPAL 5 21 22 23 24 27 28 29 30 20 19 18 17 16 15 14 5 5 5 5 5 5 5 2 1 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 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 A B B C C SOBRECARGA TOTAL SOBRE SUPERFICIE RAYADA Kg. 800 31 32 5 6 7 8 9 10 11 12 13 25 26 N.P.T. = 0.00 m. REJILLA FOSA DE TRANSPORTE DE GRANOS (PENDIENTE 35º) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO MOLINERA ACTUAL N.P.T. = 3.00 m. N.P.T. = 0.00 m. N.P.T. = - 5.30 m. CORTE Y - Y CORTE Y - Y N.P.T. = - 5.30 m. N.P.T. = 0.00 m. N.P.T. = 3.00 m. PATIO MOLINERA ACTUAL 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.P.T. = +8.60 m. EXTRACTORES VITRATES EMPOTRE PARA CONEXION VER DIB. F-04-001-00 VER DIB. F-04-001-00 EMPOTRE PARA CONEXION EXTRACTORES VITRATES AMPLIO 5 SUPERFICIE AISLADA CURVAS DE RADIO SUPERFICIE AISLADA 5 5 5 5 5 d 5 5 d 2.00 5 5 5 2' 3' 1 5 5 5 5 5 5 HARINA SILO DE SUBPRODUCTOS SILO DE TRIGO SILO DE SILO DE REPOSO DE SEMOLA SILO FOSA DE ACUMULACION DE GRANOS FOSA DE ACUMULACION DE GRANOS 5 RAMPA DE DESCARGA FAJA TRANSPORTADORA MURO DE CONTENCION CORTE D-D CORTE E-E CORTE C-C CORTE B-B 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 B A C F J I H G L K LL M N 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 d VER DIB. F-04-001-00 EMPOTRE PARA CONEXION EXTRACTORES VITRATES 5 5 5 5 5 5 5 5 5 5 5 SUPERFICIE AISLADA 5 5 5 5 5 5 5 5 TRIGO SILO DE TRIGO TRIGO SILO DE SILO DE HARINA SILO DE HARINA SILO DE HARINA SILO DE AZOTEA 5 5 5 FAJA TRANSPORTADORA MURO DE CONTENCION CORTE A-A NPT= ±0.00 mts NPT= +4.00 mts NPT= +9.00 mts NPT= +14.00 mts NPT= +18.20 mts DETALLE PARA ATAQUE PLANSIFTER BQ 824 VER DIB. M-04-001-00 500 kg/m² NPT= +21.10 mts 500 kg/m² 3 HIERROS BAUER L=5.00 mts VER DIB. CM-04-001-00 Y CMF-04-003-00 HIERROS SUNISTRO CALIENTE 4 HIERROS BAUER L=6.00 mts VER DIB. CM-04-001-00 Y CMF-04-001-01 700 kg/m² PARA EL PESO ESTATICO DE CADA BANCO DE CILINDROS Y LOS EMPOTRES A APLICAR DURANTE LA CONSTRUCCION VER DIB. CMF-04-001-01 Y M-04-002-00 1000 kg/m² 4 HIERROS BAUER L=4.50 mts VER DIB. CM-04-001-00 Y CMF-04-001-01 1000 kg/m² PLANSIFTER SASORES Y VIBROTERMINADOR DE AFRECHO NPT= +4.00 mts BANCO DE MOLIENDA MAQUINARIA DE LIMPIEZA 700 kg/m² NPT= +9.00 mts CARTER ROTATIVO 500 kg/m² NPT= +14.00 mts SACA PIEDRA 700 kg/m² NPT= +18.20 mts ZARANDA 500 kg/m² NPT= +18.20 mts ENTRADA A LOS SILOS DE HARINA 500 kg/m² NPT= +23.50 mts BALANZA DE TRIGO 500 kg/m² AZOTEA A 5 5 5 E E D D C C B B A 5 F E L N M LL K J I H G D C B A 3' 2' 1 5 5 5 4 3 2 32 31 30 29 28 27 26 25 24 23 22 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 5 5 5 5 5 5 5 5 5 VER DIB. CM-04-001-00 HIERRO BAUER L= 0.60 mts VER DIB. CM-04-001-00 4 HIERRO BAUER L=2.70 mts 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 19 18 17 16 15 13 14 21 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 V7 V7 V2 V4 V4 V4 V2 V2 V4 V4 V4 V2 V7 V7 V7 V7 V7 P5 5 5 5 5 5 5 = = = = = = 5 5 5 5 5 5 5 5 5 5 1 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 VER DIB. CM-04-002-00 5 5 = = = = 5 5 5 5 5 5 SOBRE CARGA TOTAL SOBRE SUPERFICIE RAYADA: 1400 kgs 4 HIERROS BAUER L=4.50 mts VER DIB. CM-04-001-00 DETALLE EMPOTRE EXTRACTORES VIBRANTES VER DIB. F-04-001-00 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 NPT= +4.00 mts 5 5 5 5 5 5 5 EMPOTRES PARA SOSTEN BANCOS DE CILINDROS LKK 250x800 VER DIB. M-04-002-00 5 5 5 5 5 5 5 5 5 5 5 5 PASE DE 2" SOBRECARGA TOTAL SOBRE LA SUPERFICIE RAYADA: 600 kgs SOBRECARGA TOTAL SOBRE SUPERFICIE RAYADA: 1000 kgs SOBRECARGA TOTAL SOBRE SUPERFICIE RAYADA: 2200 kgs 2 HIERRO BAUER L=2.40 mts VER DIB. CM-04-001-00 HIERRO BAUER L=0.60 mts VER DIB. CM-04-001-00 5 5 5 5 5 5 5 5 5 HIERRO BAUER L=1.40 mts VER DIB. CM-04-001-00 PLANTA 2do PISO (+4.00) SALA DE AFRECHO BALANZA PULIDORA DE GRANO BANCO DE MOLIENDA EMBASADO DE HARINA SILO DE HARINA SILO DE HARINA SILO DE HARINA SILO DE IMPUREZAS SILO DE SUBPRODUCTOS SILO DE SUBPRODUCTOS SILO DE REPOSO SILO DE REPOSO SILO DE REPOSO SILO DE TRIGO SILO DE TRIGO SILO DE TRIGO 5 13 12 11 10 22 21 20 19 18 17 16 51 15 14 09 08 07 06 30 04 05 29 28 26 27 25 24 23 23 FOSA DE ACUMULACION DE GRANOS NPT= -2.65 mts NPT= +4.00 mts MAQUINARIA DE LIMPIEZA 700 kg/m² NPT= ±0.00 mts ALMACEN DE TRIGOS 700 kg/m² NPT= +9.00 mts CARTER ROTATIVO 500 kg/m² NPT= +14.00 mts SACA PIEDRA 700 kg/m² NPT= +14.00 mts ZARANDA 500 kg/m² NPT= +23.50 mts 500 kg/m² BALANZA DE TRIGOS NPT= +27.00 mts 500 kg/m² 500 kg/m² NPT= +27.00 mts NPT= +29.95 mts NPT= +29.95 mts AZOTEA AZOTEA NPT= +20.50 mts 500 kg/m² ENTRADA A LOS SILOS DE TRIGO NPT= +24.10 mts AZOTEA NPT= +21.10 mts AZOTEA 500 kg/m² 4 HIERROS BAUER L=6.00 mts VER DIB. CM-04-001-00 Y CMF-04-002-01 PLANSIFTER NPT= +14.00 mts DETALLE PARA ATAQUE PLANSIFTER BQ 824 VER DIB. M-04-001-00 500 kg/m² 4 HIERROS BAUER L=6.00 mts VER DIB. CM-04-001-00 Y CMF-04-002-01 4 HIERROS BAUER L=4.50 mts VER DIB. CM-04-001-00 Y CMF-04-001-01 NPT= +9.00 mts 700 kg/m² SASORES Y VIBROTERMINADOR DE AFRECHO FOSA DE ACUMULACION DE GRANOS NPT= -2.65 mts NPT= +3.00 mts ACUMULACION DE TRIGOS AZOTEA NPT= +21.10 mts NPT= +20.50 mts ENTRADA A LOS SILOS DE TRIGO 500 kg/m² 5 NPT= ±0.00 mts ALMACEN DE TRIGOS SALA DE EQUIPOS (Disgregador Rotativo) EMBASADO DE PRODUCTO TERMINADO 5 d MURO DE CONTENCION FAJA TRANSPORTADORA RAMPA DE DESCARGA FAJA TRANSPORTADORA VER DIBUJO C-04-002-00 700 kg/m² D CURVAS DE RADIO AMPLIO 5 d E 1000 kg/m² BANCO DE MOLIENDA SALA DE EQUIPOS (Disgregador Rotativo) NPT= ±0.00 mts 700 kg/m² 5 NPT= +21.10 mts AZOTEA ENTRADA A LOS SILOS DE HARINA NPT= +18.20 mts 500 kg/m² EMBASADO DE PRODUCTO TERMINADO NPT= ±0.00 mts 1000 kg/m² 500 kg/m² EMBASADO DE SEMOLA NPT= +4.00 mts 700 kg/m² NPT= ±0.00 mts ALMACEN DE TRIGOS NPT= +3.75 mts NPT= ±0.00 mts 5 MURO DE CONTENCION NPT= +3.00 mts ACUMULACION DE TRIGOS

Language	Spanish
Drawing Type	Elevation
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic
Measurement Units
Footprint Area
Building Features	Deck / Patio, Elevator, Car Parking Lot
Tags	aspirador de pó, aspirateur, autocad, bohrmaschine, collection, compresseur, compressor, cuts, drill, DWG, elevation, elevations, guincho, kompressor, machine, machine de forage, machinery, máqu, mill, plant, press, rack, staubsauger, treuil, vacuum, winch, winde

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