Building Industry DWG Block for AutoCAD

Planta industrial building type

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

on the spot, steel stud stand, foundation beams, insulated foundation, stylus, ministry of youth and sport education, technical university of moldova, faculty of urbanism and architecture, chair: architectural constructions, explanatory memo, year project, industrial halls, ls rogojin s., rolling beams, grindajug, performed, phase, chair of architectural constructions, project of the course, verified, Valic, section of the cross section, fragment of the longitudinal section, explanation: style pillar, two-branch pillar for bridge-bearing buildings, reinforced concrete pillar

Raw text data extracted from CAD file:

15500 100 400 75 75 300 980 980 175 345 150 R50 300 25 25 300 200 15 15 600 300 300 3900 150 500 300 240 180 600 900 9600 900 400 400 500 2200 300 225 225 300 1950 300 300 200 15 15 15 100 400 4450 400 400 800 3600 800 980 1025 980 300 5970 R40 R40 1025 5 50 120 30 25 150 2980 300 90 15 75 105 300 30 3300 1260 1560 2700 2700 2700 300 300 3300 880 300 300 2850 3000 23940 3150 300 280 5950 25 300 50 300 25 120 600 1000 200 900 150 5980 500 300 40 500 11960 600 350 350 200 900 100 100 15 6000 6000 6000 6000 500 12000 12000 6000 6000 6000 6000 6000 6000 6000 6000 24000 24000 3600 800 800 400 400 1500 1500 1500 1500 260 6000 6000 6000 6000 6000 6000 6000 6000 12000 12000 12000 12000 500 300 6300 250 250 72000 Ti=12000 Tm=6000 6000 6000 6000 600 300 3600 600 1200 1200 1200 1200 1200 1800 600 1200 1800 1200 1200 1800 1800 1800 1800 1800 1800 1800 1800 24000 12000 12000 650 1200 5400 1200 1200 1200 1200 1200 1200 1800 1800 2400 1200 3000 1200 1200 1200 2400 1800 1820 880 300 2800 3000 3100 3300 1205 30 300 100 600 80 80 600 30 250 100 150 100 100 250 500 135 1560 4700 850 2600 400 1400 400 1400 400 1400 1650 400 500 600 1300 500 250 9500 100 180 pe loc 100 500 400 240 890 12000 1000 500 1000 250 1390 200 240 240 4000 4000 4000 4000 4000 4000 15500 100 3900 Stilp de paianta din otel 2 2 1 1 150 15.600 0.000 500 300 240 180 2-2 1-1 600 900 9600 900 400 400 500 3 1 Stilp marginal T =6m M Stilp intermediar T =12m i Stilp cu inima plina p/u cladire fara pod rulant S3-S4 Grinzi de fundatie. Fundatii izolata tip “pahar” 2200 300 225 225 400 300 1950 300 300 75 75 300 200 15 15 15 100 400 1 1 4450 Fundatie izolata tip “Pahar” Stilp Poarta 3600×3600 400 400 9 10 800 3600 800 980 980 1025 980 980 300 5970 R40 R40 1025 5 175 50 120 30 25 150 2980 300 90 15 75 105 300 30 345 1-1 2-2 2 1 1 Cheson prefabricat6.0x3.0 Ministerul Educatiei Tineretului si Sportului Universitatea Tehnica a Moldovei Facultatea Urbanism si Arhitectura Catedra:Constructii Arhitectonice Memoriu Explicativ Proiect de An Hale industriale A verificat: L.S Rogojin S. A efectuat: ST.GR.Arh-072 Valicov Ivan CHISINAU 2010 Ferme arc fara diagonale p/u acoperisuri plane 3300 1260 1560 2700 2700 2700 300 300 3300 880 300 300 2850 3000 150 Deschiderea 24.0m 23940 3150 300 R50 300 280 Grinzi de rulare 2 2 5950 25 25 300 50 300 25 25 120 600 1000 200 300 2-2 2 900 150 200 5980 5 5 500 300 40 600 500 11960 600 350 350 200 900 100 100 300 300 5 Grindajug efectuat \H0.06x;Cladire de productie tip parter faza \H0.06x;coli \H0.06x;coala \H0.06x;Rogojin S. Catedra constructii arhitectonice Proiect de curs verificat Valicov I U.T.M. F.U.A. st.gr. Arh-072 \H0.06x;PC \H0.06x;2 Fragmentul sectiunei transversale 1-1 Fragmentul sectiunei longitudinale 2-2 efectuat \H0.06x;Cladire de productie tip parter faza \H0.06x;coli \H0.06x;coala \H0.06x;Rogojin S. Catedra constructii arhitectonice Proiect de curs verificat Valicov I U.T.M. F.U.A. st.gr. Arh-072 \H0.06x;PC \H0.06x;2 Fatada 1-13 Sc.1:200 Plan parter Sc.1:200 Sectiunea longitudinala 2-2 \H0.06x;1 \H0.06x;2 F G H I K Q=5t S1 S1 S2 S5 A B C D E S5 S4 S4 C1 C1 S3 S3 260 6300 250 250 6000 6000 6000 6000 6000 6000 6000 6000 12000 12000 12000 12000 1 2 3 4 5 6 7 8 9 500 300 6000 6000 6000 6000 500 12000 12000 10 11 12 13 6000 6000 6000 6000 6000 6000 6000 6000 24000 24000 3600 800 800 400 400 1500 1500 1500 1500 Q=5t 1 1 Plan Parter Sc.1:200 2 2 S1\C256;-Stilpi marginali p/n cladire fara pod rulant S2\C256;-Stilpi intermediar p/n cladire fara pod rulant cu inima plina \C5;S4-\C256;Stilp de paianta din otel S3\C256;-Stilpi marginali cu doua ramuri p/u cladire cu pod rulant \C5;C1\C256;-Contravintuire tip portal \Ftxt|c204; \C5;Q20\C256;-CLADIRE CU POD RULANT 20T \C5;Q5\C256;-Cladire macara capacitatea 5t\Ftxt|c204; Explicatia : \C5;S5-\C256;Stilp de paianta din beton armat Fatada in axele 1-13 Sc.1:200 1 13 0.000 6.600 9.000 10.800 12.600 15.000 17.400 19.800 1.200 7.800 10.800 13.800 16.200 18.600 72000 Ti=12000 Tm=6000 1 3 6000 6000 6000 12 11 10 13 -0.030 3.600 9.000 12.000 600 300 3600 600 1200 1200 1200 1200 1200 1800 600 H=9.600 -0.030 1200 1800 1200 1200 1800 1800 1800 1800 1800 1800 1800 1800 10.900 15.600 19.800 0.000 0.000 24000 A E 12000 12000 F H J 650 1200 5400 1200 1200 1200 1200 1200 1200 1800 1800 2400 1200 <>0 1200 1200 1200 <>0 <>0 1820 880 300 2800 3000 3100 3300 sectiunea tranversala 1-1 1.200 6.600 10.900 15.600 19.800 12.600 15.000 18.600 -0.030 1.200 4.200 6.600 9.000 12.000 9.600 11.650 5 E 13 cheson cheson 30 300 100 600 ferma arc stilp de paianta 80 Nodul 1 Sc. 1:20 80 600 30 250 100 150 100 100 250 Nodul 2 Sc. 1:20 2 1 500 5 5 4700 <>0 <>0 <>0 <>0 <>0 <>0 <>0 <>0 <>0 <>0 Stilp cu doua ramuri pentru cladiri cu pod rulant 1 1 2 2 <>0 <>0 1-1 <>0 <>0 <>0 2-2 9500 100 pe loc Stilp de paianta din beton armat 2 2 1 1 100 9.600 0.000 500 400 240 180 2-2 1-1 890 12000 <>0 <>0 <>0 <>0 1390 Grinzi cu zabrele 12.0 m 1 1 <>0 240 240 1-1 4000 4000 4000 4000 4000 4000