Industrial Hall Building DWG Full Project for AutoCAD

It is an industrial building with large openings.It is equipped with cranes.IT IS A DETAILED PROJECT

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

ncs, cv, marginal pillar, pillar with two branches for rolling houses, intermediary intermediate pillar, steel pole parameters, reinforced concrete pillar parameters, pillar parameters, marginal, parameters of the marginal pillar, intermediate pillar parameters, queens, , pillars made of steel, cheson, vapor barrier, crushed gravel in bitumen, cornice, pillar pillars, on the spot, pillars with a full heart for buildings without bridge, pillars with two branches for pavilions, foundation girder , anti-seismic ground foundation, explanatory memorandum, theme: ground floor production building, arched farms without flat roof diagonals, flat roof jugs, embedded metal fastener

Raw text data extracted from CAD file:

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Hh Hb b h1 h2 h3 h4 15.0 12.0 30;50 11850 4500 600 700 1900 350 150 5 800.0 5 499.9999999998836 1300.0 5 500.0000000001164 -1350 0.000 800.0 5 15600.00000000006 1350.0 4700.0 12.250 (Nivelul capului de sina N.C.S.) 15.600 (Cota de virf C.V.) 5 2000.0 5 5 5 2-2 1-1 2-2 1-1 2 1 2 1 H N.C.S. Q Ti C.V. Hh Hb b h1 h2 h3 h4 15.6 12250 15.6 6.0 30;50 12250 4700 500 600 1300 250 850 Stilp marginal Stilp cu doua ramuri pentru cladiri cu pod rulant Stilp cu doua ramuri pentru cladiri cu pod rulant Stilp intermediarintermediar 0.000 5 300.0 180.0 5 15499.99999999988 5 5 5 15.600 2 1 2 1 \LStilp de paianta din otel Parametrii stilpului din otel H Hh 15.6 15.500 0.000 \LStilp de paianta din beton armat Parametrii stilpului din beton armat H Hh 9.6 9.500 5 9500.0 5 5 9.600 2 1 2 1 2-2 1-1 5 5 1-1 5 5 2-2 Parametrii stilpului H(m) h(mm) 7.2-8.4(9.6) 400(500) b(mm) 400 Marginali Parametrii stilpului marginal Parametrii stilpului intermediar 1300.0 2050.0 600.0 700.0 750.0 900.0 S3 S2 S4 S2 S1 S1 S5 S5 C2 C2 C2 C1 C2 Q=20t Q=20t Q=5t 5 5 5 5 5 5 5 5 650 5 5 A B C D E F G H I J K L 12000 650 24000 24000 60650 5 5 400 400 800 800 5 250 400 1 2 3 4 5 6 7 8 9 10 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 60000 300 500 500 250 5 5 1500 1500 12.250 N.C.S. 5 649.9999999985448 5 5 5 A B C D E F G H I J K L 1800.0 1800.0 1200.0 2400.0 1200.000000000058 1200.000000000058 1199.999999999942 2400.0 5400.0 1200.0 0.000 0.000 1.200 6.600 10.900 12.250 12.600 15.000 15.600 16.480 19.800 Grinda de rulare \W0.59602; H=1400 Grinda de rulare H=1000 Pod rulant Q=20T \W2.42779; Grinda de rulare \W5.73731; H=1400 Pod rulant Q=20T Chesoane Invelitoare \W5.84823; Stilp marginal \W2.42779; Grinda de rulare \W5.73731; H=1000 750.0 5 5 800.0 2200.0 5 5 880.0 5 1819.841223172843 5 750.0000000002183 5 1400.000000000116 5 1400.0 5 1400.0 750.0000000001746 749.9999994031095 749.9999994046666 \W4.83255; Ferma jug 1200.000000000029 5 5 5 1299.999999999956 5 5 5 5 19.800 2400.0 5 950.1416461205226 5 519.9999999998836 1800.0 1800.0 1200.0 1199.999999999942 1199.999999999942 1800.0 1200.000000000116 5 Stilp intermediar Stilp marginal Stilp marginal \W5.84823; Stilp marginal 5 10900.0 Ferma arc fara diagonale pentru acoperisuri plane deschiderea 24.0 m Grinda cu zabrele 12.0 m 1200.0 1199.999999999942 1199.999999999942 1199.999999999942 5400.000000000175 1200.0 2250.0 750.0 5 5 6000.000000001863 6000.000000000495 649.9999999979918 5999.969427139091 5999.962304392335 6000.068268467556 6000.000000000204 6000.000000000146 5999.999999999854 6000.0 6000.0 5 5 5 5 5 2100.0 750.0 5 3700.0 750.0000000000582 5 5 5 5 800.0 650.0 0.000 1.200 6.600 7.800 9.000 9.600 11.400 18.300 16.480 15.600 13.800 11.850 9.600 15.600 500.0 9 10 11 0.000 1 2 3 4 5 6 7 0.000 5999.999999999214 5 6000.0 6000.0 6000.0 6000.0 6000.0 6000.0 6000.0 24000 24000 5 5 60000 60000 1800.0 1800.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 5 3600.0 4.200 5.400 6.600 7.800 9.000 10.500 12.250 15.600 18.300 19.800 3.600 11.900 15.000 12.250 N.C.S. 0.000 2400.0 5 750.0000000001164 5 5 5 1350.0 5 5 \W2.42779; Grinda de rulare \W5.73731; H=1400 \W2.42779; Grinda de rulare \W5.73731; H=1400 \W3.66588; Contravintuire \W5.28493; tip portal 15.000 \W2.45160; Stilp intermediar Stilp intermediar Stilp de paianta din otel \W2.45160; Stilp intermediar 5 5 5 5 790.0 5 5 \W4.83255; Ferma jug Invelitoare Cheson 1800.0 1800.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 1200.0 5 3600.0 4.200 5.400 7.800 10.500 12.250 15.500 18.900 19.800 15.000 18.300 3.600 Sectiunea 1-1 SC.1:100 Sectiunea 2-2 SC.1:100 5 Nod 1 Bariera contra vaporilor Strat de cheramsit (gr..100 mm) Sapa din mortat ciment nisip (gr. 50 mm) 4 straturi de ruberoid Pietris inecat in bitum \W8.38694; Paraped din caramida \W6.89585; Scindura \W5.97918; Tabla zincata \W9.64884; Dipluri (pasul 600) \W5.90776; Panou perete \W6.88694; Axa canalului de scurgere \W5.03871; Grinda cu zabrele \W7.02680; 12.0 m \W7.81551; Stilp marginal cu inima \W7.64884; plina pentru cladiri fara \W6.46728; pod rulant \W8.00599; Stilp marginal cu doua \W7.57741; ramuri pentru cladiri cu \W6.46728; pod rulant Cornier \W5.87204; Vata minerala Pod rulant Q=20T 10.900 12.600 1. 2.Elemente inglobate a coloanei pentru fixarea grinzii de rulare Grinda de rulare H=1000 3.Bulon de ancorare 4.Sina de rulare 5.Placa de otel pentru frixarea grinzii de rulare (l=150,100*12) 1.Placa metalica pentru fixarea grinzii de coloana 2. 2. 3. 4. 5. 6.Gauri pentru fixarea sinei caii de rulare 6. \LFixarea caii si grinzii de rulare de coloana 9.600 I J 5 6000 6000 5 5 5 5 5 5 5 5 5 5 750 5 5 5 Nod 1 SC. 1:20 Explicatie: S1-Stilp marginal pentru cladiri fara pod rulant S2-Stilp marginal cu 2 ramuri pentru cladiri cu pod rulant S3-Stilp intermediar cu 2 ramuri pentru cladiri cu pod rulant S4-Stilp de paianta din otel S5-Stilp de paianta din beton armat C1-Contravintuire tip portal C2-Contravintuire incrucisata \W7.15776; Cheson 11.850 Fatada in axele 1-11 SC.1:200 Plan parter SC.1:200 5 18.900 19.800 \W5.90776; Panou perete \W6.91075; Ferma arc fara diagonale \W7.12503; pentru acoperisuri plane \W8.50599; (deschiderea 24.0 m) \W7.33932; Stilp de paianta din otel 11 Nod 2 5 120 5 5 5 \W6.48218; Cheson prefabricat 6.0*3.0 5 5 Stilp de pianta(S5) din beton armat Stilp de pianta\Fiso|c0;(S6) din o\Fiso|c238;tel 2 2 1 1 Stilpi de pianta 1-1 2-2 500 400 240 110 3 3 4 4 500 300 3-3 240 110 4-4 100 9500 100 pe loc 9.600 0.000 pe loc 100 14300 150 0.000 14.400 I24 2C24 Stilpi cu inima plina pentru cladiri fara pod rulant Stilp marginal (S1) Tm=6m Stilp intermediar(S2) Ti=12m 600 400 900 900 9600 9.600 400 400 500 Stilpi cu doua ramuri pentru cladiri cu pod rulant Stilp marginal(S3) Tm=6m Stilp intermediar(S4) Ti=12m 14400 400 700 3800 1400 400 2000 800 200 650 1400 1400 1400 1350 350 700 3600 1400 400 400 400 400 2000 800 200 1400 1400 1400 600 14.400 13.800 0.000 0.000 -1.\Ftxt|c0;35\Ftxt|c204;0 500 500 600 600 100 15 400 Grinda de fundatie Fundatie tip pahar pentru (s1) 500 Fundatie tip pahar pentru (s3) Fundatie tip pahar pentru rost antiseismic 400 400 400 400 300 300 400 225 225 75 75 300 300 1000 225 225 75 75 500 Fundatie tip pahar pentru (s2) 500 300 300 500 225 225 75 75 0.000 -0.150 900 150 75 300 300 900 150 75 300 300 0.000 -0.150 1200 150 75 300 300 0.000 -0.150 Fundatie tip pahar pentru (s4) 600 300 300 1400 225 225 75 75 1200 150 75 300 300 0.000 -0.150 400 500 300 300 1000 225 225 75 75 1200 150 75 300 300 900 150 75 300 600 300 300 400 225 225 75 75 600 800 MEMORIU EXPLICATIV Tema: Cladire de productie tip parter 1820 880 3000 2900 2800 300 300 280 280 3000 Ferme ARC fara diagonele pentru acoperisuri plane 2700 600 470 600 440 160 600 470 3300 Ferma jug pentru acoperisuri plane Grinzi de rulare pentru Q=20t; L=36m; H=14,4m 120 1000 40 90 120 120 1400 255 Cheson prefabricat 6.0x3.0 2980 300 120 30 150 90 10 50 300 15 90 0.000 9.600 9600.0 900.0 500.0 5 \LStilp cu inima plina pentru cladiri fara pod rulant 400.0 []N14 []N10 []N12 1 1 \LContravintuire tip portal ][N5;l=1080 pasul 680 ][N5;l=1080 pasul 680 ][N5;l=1080 pasul 680 ][N5;l=1080 pasul 680 ][N5;l=1080 pasul 680 0.000 10.500 5 50 50 205 1-1 5 6 7 5 5 5 5 300 190.0 250.0 1 1 ][N5;l=780 pasul 600 ][N5;l=780 pasul 600 11500 5798.165137614691 5 0.000 10.500 \LContravintuire incrucisata 1-1 5 50 50 180 -240*8 l=470 -220*8 l=540 -240*8 l=470 []N12 []N12 []N12 1-1 \LGrinda de fundatie 5 200 15 15 800.0 100 15 4450;4950 1 1 300 6 7 300 300 75 600 300 300 300 75 300 300 300 75 5 300 300 300 75 2 2 5 300 300 1200 300 300 75 75 0.000 -0.150 \W7.21350; Stilp \W2.73731; Fundatie izolata \W5.04684; tip"pahar" 1-1 2-2 1 1 2 2 \LGrinzi de rulare 5 5 5 200 50 50 250 \W0.99607; Q=10-30t; L 30m; T=6m; H=9.6-18.0m; \W2.21035; Q 30t; L 30m; T=12m; H=9.6-18.0m; 5 300 50 300 50 25 25 5 180 5 40 300 90 5 5 250 5 250 5 25 25 \LGrinda cu zabrele 12.0 m 9.600 5 5 5 5 5 250 5 5 240 240 5 5 120 i:12 1 1 1-1 \LFerma arc fara diagonale pentru acoperisuri plane desch. 24.0 m 5 3300.0 5 5 5 1259.999999995343 1560.000000004657 5 2700.0 5 2700.0 5 2700.0 5 3300.0 1820.0 880.0 299.9999999998836 300.0000000001164 300.0 3149.6240601514 5 2800 300 1 1 1-1 1 1 5 200 1000.0 200 5 5 5 5 5 5 150 5 5 845.0000000046566 5 R50 5 150 R50 R50 \LFerma jug pentru acoperisuri plane 470 5 3300.000000000116 5 11960.0 3300.000000000116 2 2-2 \LCheson prefabricat 6.0*3.0 2 1 1 5 5 1-1 R100 75 5 120 30 15 105 345 90 15 5 R40 R40 Piesa inglobata din metal pentru fixare 150 50 10 90 5 165 10 50 50 30 120 5 25 25 \LPanou de perete din beton armat pentru hale cu incalzire 6000.0 1800.0 6000.0 1200.0 2-2 1-1 1 2 1 2 5 1800.0 1200.0 5 1 11 0.000 -0.150 2.400 4.800 7.800 10.200 12.600 15.000 18.000 19.800 1.200 0.000 3.600 6.600 9.000 11.400 13.800 16.200 18.000 19.800 Nod 2 SC. 1:20 1 1 2 2 \LFundatie izolata tip "pahar" 250.0

Language	Other
Drawing Type	Full Project
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	armazenamento, autocad, barn, building, celeiro, comercial, commercial, cranes, detailed, DWG, equipped, full, grange, hall, industrial, industrial building, large, openings, Project, scheune, storage, warehouse

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