Foundation Plant DWG Section for AutoCAD

Foundation Plant DWG Section for AutoCAD

PLANT;SECTIONS AND DETAILS OF FOUNDATION

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

cut, concrete, emplanted, cut, esc., esc., section, esc., cut, slab of h.a., stabilized base, concrete, emplanted, section, esc., esc., cut, ntn, motherboard, stabilized base, seal, slab of h.a., concrete, emplanted, concrete slab, pillar met, ntn, seal, stabilized base, cut, esc., emplanted, concrete, slab of h.a., stabilized base, concrete slab, esc., cut, ntn, pillar met, motherboard, seal, slab of h.a., concrete, emplanted, stabilized base, concrete, emplanted, slab of h.a., esc., cut, concrete slab, esc., cut, seal, slab of h.a., stabilized base, motherboard, pillar met, ntn, concrete, emplanted, esc., section, section, esc., slab h., cm., cm., slab h., cm., slab h., cm., slab h., cm., slab h., cm., slab h., cm., slab h., cm., slab h., cm., slab h., cm., cm., slab h., v.f., v.f., measures in cm., scale, plant foundations, concrete, emplanted, esc., cut, stabilized base, ntn, slab of h.a., seal, cut, concrete, emplanted, ntn, seal, slab of h.a., esc., stabilized base, grout, sikadur, grout, grout, sikadur, v.f., cm., slab h., cm., slab h., stabilized base, concrete slab, esc., cut, ntn, pillar met, motherboard, seal, slab of h.a., concrete, emplanted, sikadur, grout, cut, esc., pillar met, grout, sikadur, ntn, motherboard, stabilized base, concrete, emplanted, slab of h.a., seal, concrete slab, esc., section

Raw text data extracted from CAD file:

P 20/20 P 20/20 P 20/20 P 20/20 P 20/20 C 20/20 C 20/20 C 20/20 C 20/20 C 20/20 18 19 20 21 22 23 24 25 26 27 35 36 37 38 39 40 41 42 43 +-6.18 +-3.00 +-2.35 +-4.75 +-6.70 +-0.15 CORTE A-A 10 +0.15 +2.35 +3.00 +4.75 +6.18 +7.60 2d18 2d18 HORMIGON H-5 Ed10@20 2d10 50 +0.15 -0.35 \A1;10 20 \A1;10 EMPLANTILLADO e=10 CORTE ESC. 1:25 K ESC. 1:25 SECCION 55 E d10@20 2 d10 55 3 d10 3 d10 d J ESC. 1:25 CORTE 2d10 2d10 Ed10@20 \A1;10 \A1;80 +0.15 LOSA DE H.A. e=25cm. BASE ESTABILIZADA CBR>60% ; e=25cm. -1.50 -0.70 M d 12 @ 15 HORMIGON H-5 EMPLANTILLADO e=20 \A1;10 3d22 3d22 30 SECCION ESC. 1:25 c 5 d10 5 d10 97.5 2 d10 E d10@20 55 8 -2.00 M d12@15 20 20 20 20 ESC. 1:25 CORTE H -1.50 \A1;60 \A1;80 60 62.5 NTN ±0.00 -0.70 -0.10 PLACA BASE \A1;20 -0.05 BASE ESTABILIZADA CBR>60% ; e=25cm. SELLO +0.15 LOSA DE H.A. e=25cm. M d 12 @ 15 HORMIGON H-5 EMPLANTILLADO e=50 97.5 c c 30 30 M d16@15 \A1;20 220 e=20cm. LOSA DE HORMIGON IN 35x71.3 PILAR MET. PILAR MET. 20x20x46.9 30 20 20 20 20 -1.30 -1.10 \A1;40 \A1;80 -0.70 85 NTN ±0.00 +0.15 SELLO CBR>60% ; e=25cm. BASE ESTABILIZADA \A1;25 4.2 \A1;27.5 \A1;27.5 \A1;10 \A1;10 G CORTE ESC. 1:25 M d12@15 EMPLANTILLADO e=20 HORMIGON H-5 e=25cm. LOSA DE H.A. M d 12 @ 15 12 1 M d12@15 2d12 DMd10@20 8 CBR>60% ; e=25cm. BASE ESTABILIZADA M d12@15 30 30 20 20 M d12@15 LOSA DE HORMIGON e=20cm. ESC. 1:25 CORTE E -1.50 200 \A1;60 \A1;80 60 60 NTN ±0.00 -0.70 -0.10 IN 35x71.3 PILAR MET. PLACA BASE \A1;20 -0.05 SELLO \A1;20 +0.15 LOSA DE H.A. e=25cm. M d 12 @ 15 HORMIGON H-5 EMPLANTILLADO e=50 80 20 20 -2.00 8 b b CBR>60% ; e=25cm. BASE ESTABILIZADA -0.70 8 -1.70 HORMIGON H-5 EMPLANTILLADO e=20 M d 12 @ 15 -1.50 e=25cm. LOSA DE H.A. +0.15 \A1;40 \A1;80 \A1;10 \A1;10 ESC. 1:25 CORTE D Ed10@20 2d10 2d10 4d22 4d22 30 30 M d16@15 M d12@15 e=20cm. LOSA DE HORMIGON 20 20 ESC. 1:25 CORTE C \A1;20 +0.15 SELLO e=25cm. LOSA DE H.A. CBR>60% ; e=25cm. BASE ESTABILIZADA e=50mm. -0.05 \A1;20 PLACA BASE PILAR MET. IN 60x129 -0.10 -0.70 NTN ±0.00 \A1;117.5 \A1;117.5 \A1;80 \A1;60 340 -1.50 M d 12 @ 15 HORMIGON H-5 EMPLANTILLADO e=50 105 20 20 8 -2.00 a a 105 65 5 d10 5 d10 2 d10 E d10@20 ESC. 1:25 SECCION a 80 E d10@20 55 2 d10 4 d10 4 d10 b SECCION ESC. 1:25 B \A1;340 \A1;80 \A1;80 G G \A1;55 \A1;160 60 \A1;97.5 37.5 \A1;80 \A1;80 \A1;53 \A1;80 33 33 66 \A1;40 \A1;110 \A1;110 \A1;170 \A1;170 15 425 66 52.5 52.5 105 220 D D J J LOSA H.A. e=25 cm. Md12@15 +0.15 Md12@15 e=25 cm. LOSA H.A. LOSA H.A. e=25 cm. Md12@15 +0.15 LOSA H.A. e=25 cm. Md12@15 +0.15 LOSA H.A. e=25 cm. Md12@15 +0.15 LOSA H.A. e=25 cm. Md12@15 +0.15 LOSA H.A. e=25 cm. Md12@15 +0.15 LOSA H.A. e=25 cm. Md12@15 +0.15 LOSA H.A. e=25 cm. Md12@15 +0.15 LOSA H.A. e=25 cm. Md12@15 +0.15 Md12@15 +0.15 e=25 cm. LOSA H.A. \A1;575 55 \A1;575 \A1;575 \A1;575 \A1;575 6250 \A1;575 \A1;575 \A1;575 \A1;500 \A1;575 \A1;575 490 520 490 12 \A1;200 \A1;67 \A1;80 \A1;53 \A1;80 \A1;80 V.F.40/85 A E 1500 500 500 6 5 4 3 2 1 A B 11 10 9 8 7 \A1;22 58 25 65 \A1;105 \A1;32.5 \A1;32.5 \A1;27.5 \A1;27.5 25 \A1;32.5 \A1;32.5 \A1;22 58 105 65 \A1;160 V.F. 40/80 V.F. 40/80 V.F. 40/80 V.F. 40/80 V.F. 40/80 V.F. 40/80 V.F. 40/80 \A1;112 \A1;148 H H B B C C 25 A \A1;117.5 \A1;148 B B B B C C E G G \A1;27.5 B +0.15 V.F. 40/80 V.F. 40/80 V.F.30/80 87 220 \A1;260 K K MEDIDAS EN CM. ESCALA 1:75 PLANTA FUNDACIONES \A1;170 \A1;170 \A1;110 \A1;110 \A1;110 \A1;110 \A1;170 \A1;170 V.F.20/50 20 20 M d12@15 8 DMd10@20 -1.30 HORMIGON H-5 EMPLANTILLADO e=20 ESC. 1:25 CORTE B \A1;10 \A1;10 \A1;27.5 \A1;27.5 BASE ESTABILIZADA CBR>60% ; e=25cm. NTN ±0.00 85 -0.70 \A1;80 \A1;40 -1.10 20 20 M d12@15 30 2d12 M d 12 @ 15 A B \A1;18 \A1;25 LOSA DE H.A. e=25cm. SELLO +0.15 CORTE 4d22 4d22 Ed10@20 2d10 2d10 HORMIGON H-5 EMPLANTILLADO e=20 NTN ±0.00 -0.70 +0.15 85 \A1;40 \A1;10 \A1;10 SELLO e=25cm. LOSA DE H.A. ESC. 1:25 A 12 2 38 M d 12 @ 15 8 -0.90 CBR>60% ; e=25cm. BASE ESTABILIZADA 50 GROUT SIKADUR 42 SIKADUR 42 GROUT e=50mm. e=50mm. GROUT SIKADUR 42 D D \A1;754 \A1;4546 V.F. 40/80 V.F. 40/80 V.F. 40/80 V.F.30/80 170 170 170 170 170 \A1;170 \A1;340 \A1;220 B B +0.15 Md12@15 e=25 cm. LOSA H.A. +0.15 Md12@15 e=25 cm. LOSA H.A. D D J J G G G G B B B B CBR>60% ; e=25cm. BASE ESTABILIZADA M d12@15 30 30 20 20 M d12@15 LOSA DE HORMIGON e=20cm. ESC. 1:25 CORTE I -1.50 170 \A1;60 \A1;80 NTN ±0.00 -0.70 -0.10 IN 25x54.4 PILAR MET. PLACA BASE \A1;20 -0.05 SELLO \A1;20 +0.15 LOSA DE H.A. e=25cm. M d 12 @ 15 HORMIGON H-5 EMPLANTILLADO e=50 55 20 20 -2.00 8 d SIKADUR 42 GROUT e=50mm. I I 57.5 57.5 d M M M CORTE ESC. 1:25 e e PILAR MET. 57.5 57.5 e=50mm. GROUT SIKADUR 42 65 220 \A1;20 \A1;80 \A1;60 20 NTN ±0.00 -0.10 PLACA BASE -0.05 20 \A1;20 CBR>60% ; e=25cm. BASE ESTABILIZADA M d12@15 20 -1.50 -0.70 +0.15 M d 12 @ 15 HORMIGON H-5 EMPLANTILLADO e=50 20 -2.00 8 e=25cm. LOSA DE H.A. SELLO e=20cm. LOSA DE HORMIGON M d12@15 30 30 IN 60x129 ESC. 1:25 SECCION E d10@20 2 d10 3 d10 3 d10 e 65 65 \A1;250 \A1;250

Language	N/A
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, details, DWG, FOUNDATION, foundations, fundament, plant, section, structures