Industrial Building DWG Section for AutoCAD

Industrial building as if they were made a while ago. Plants – sections – details

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

vapor barrier, layer of cheramsite, sand mortar sand mortar, layers of ruberoid, crushed gravel in bitumen, paraped from brick, glued, galvanized, dipluri, wall panel, axis of the drainage channel, truss, a full-fledged, marginal column for buildings without a bridge, Two-pronged marginal pillar for rolling stock, angle, mineral wool, rolling stock, tread pattern, metal plate for fixing the column beams embedded elements of the column for fixing the tread beam anchor bolt the tread rail the steel plate for fixing the tread the holes for fixing the tread rail, horses and rolling beams, node sc., caisson, facade in sc, longitudinal section sc, cross section sc, explanation: marginal pillar for buildings without conveyor bridges two-stranded intermediate pillar with two branches pillar of metal pendant pillar of reinforced concrete pendant portal contradictions cross-contradictions suspended crane with the capacity of the bridge with the capacity, the rolling bridge, the rolling bridge, plan share sc, of complementary cornering corner cornering with full heart, node sc., vapor barrier, layer of cheramsite, sand mortar sand mortar, layers of ruberoid, crushed gravel in bitumen, paraped from brick, glued, galvanized, dipluri, wall panel, axis of the drainage channel, truss, a full-fledged, marginal column for buildings without a bridge, Two-pronged marginal pillar for rolling stock, angle, mineral wool, rolling stock, tread pattern, metal plate for fixing the column beams embedded elements of the column for fixing the tread beam anchor bolt the tread rail the steel plate for fixing the beams the holes for fixing the track of the tread, horses and rolling beams, node sc., caisson, course project, chair: architectural constructions, elaborate, verified, phase, board, drawings, theme: industrial hall, facade in ground floor planes, course project, chair: architectural constructions, elaborate, verified, phase, board, drawings, theme: industrial hall, section sc. sc. node no sc., node no sc

Raw text data extracted from CAD file:

6000 6000 12000 6000 6000 6000 6000 6000 6000 6000 6000 12000 12000 12000 12000 60000 6000 650 6000 6000 6000 6000 6000 6000 6000 6000 6000 12000 12000 12000 12000 12000 60650 6300 6300 260 750 260 750 260 260 750 650 250 1500 1500 750 450 450 100 6000 6000 6000 6000 6000 6000 12000 12000 12000 24000 24000 650 12000 60650 3600 400 400 800 800 2400 400 750 750 260 520 300 300 300 300 1250 1200 150 650 1200 5400 1800 1800 1200 1200 2400 1200 1800 1200 600 880 1820 200 300 1200 5400 1200 1200 1200 1200 3600 600 1200 1800 1800 1800 1800 1200 1200 1200 1800 1800 300 300 500 2400 300 300 1400 0 300 300 160 160 2×20 150 150 650 6000 6000 250 800 250 400 500 300 600 140 750 400 260 260 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 \W9.92867; Paraped din caramida \W7.60287; Scindura \W8.95073; Tabla zincata \W7.61568; Dipluri (pasul 600) \W8.88415; Panou perete \W8.44800; Axa canalului de scurgere \W7.76645; Grinda cu zabrele \W7.98399; 12.0 m \W9.70831; Stilp marginal cu inima \W9.63937; plina pentru cladiri fara \W9.80382; pod rulant \W9.85715; Stilp marginal cu doua \W9.61746; ramuri pentru cladiri cu \W9.80382; pod rulant Cornier \W8.82917; Vata minerala \W3.36551; Pod rulant \W6.10004; Q=20T 11.850 10.900 12.600 \W1.89517; 1. \W8.83074; Grinda de rulare H=1000 1. Placa metalica pentru fixarea grinzii de coloana 2. Elemente inglobate ale coloanei pentru fixarea grinzii de rulare 3. Bulon de ancorare 4. Sina de rulare 5. Placa de otel pentru fixarea grinzii de rulare (l=150,100*12) 6. Gauri pentru fixarea sinei caii de rulare 2. \W9.02974; 2. \W0.81153; 3. \W9.03715; 4. \W9.02426; 5. \W9.02619; 6. \W1.73210; \LFixarea caii si grinzii de rulare de 9.600 D C 5 6000 6000 5 5 5 5 5 5 5 5 750 5 5 5 Nod 2 SC. 1:20 \W7.83773; Cheson 500 650 6000 6000 250 800 250 400 500 300 600 140 750 400 260 260 50 30 300 500 500 250 1200 1200 1800 1800 1200 1200 600 600 220 790 390 1400 5 5 2×20 5 5 160 160 2×20 150 150 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 4 5 6 7 8 9 A 10 11 B C D E F G H I J K L 11.400 13.800 19.200 16.200 4.800 8.400 -0.150 1.200 0.000 3.000 6.600 12.600 15.000 17.400 10.200 19.800 Fatada in axele 11-1 Sc 1:200 5 5 5 5 5 5 5 5 5 5 11 1 1 2 3 4 5 6 7 Sectiune longitudinala 2-2 Sc 1:100 Sectiune transversala 1-1 Sc 1:100 Q=5t Q=20t Q=20t Explicatie: S1- stilp marginal pentru cladiri fara poduri rulante S2- stilp marginal cu doua ramuri S3- stilp intermediar cu doua ramuri S4- stilp de paianta din metal (300×500) S5- stilp de paianta din beton armat (400×500) C1- contravintuiri de tip portal C2- contravintuiri incrucisate Q=5t – macara suspendata cu capacitatea 5t Q=20t – pod rulant cu capacitatea 20t 12.250(N.C.S) Podul rulant 12.250(N.C.S) Podul rulant 5 5 5 5 5 5 -1.350 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.150 1.200 6.600 12.600 19.200 15.600 5 15.000 5 5 5 5 200 5 5 5 5 5 1.200 6.600 11.400 0.000 5 9.600 -0.900 -2.000 5 5 5 5 5 5 5 5 5 5 5 5 -0.150 3.600 12.600 19.800 15.000 0.000 5 5 5 -2.000 5 5 5 5 5 5 300 19.400 Plan cota 0.000 Sc 1:200 1 500 A 3 1 3 1 4 2 (300x 300) N 20 ( ) 1.Panou de inchidere(prefabricat),300mm 2.Element de cuplare 3.Bloc complementar de colt 4.Coloana marginala de colt cu inima plina 2 Nod 3 SC. 1:20 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 \W9.92867; Paraped din caramida \W7.60287; Scindura \W8.95073; Tabla zincata \W7.61568; Dipluri (pasul 600) \W8.88415; Panou perete \W8.44800; Axa canalului de scurgere \W7.76645; Grinda cu zabrele \W7.98399; 12.0 m \W9.70831; Stilp marginal cu inima \W9.63937; plina pentru cladiri fara \W9.80382; pod rulant \W9.85715; Stilp marginal cu doua \W9.61746; ramuri pentru cladiri cu \W9.80382; pod rulant Cornier \W8.82917; Vata minerala \W3.36551; Pod rulant \W6.10004; Q=20T 11.850 10.900 12.600 \W1.89517; 1. \W8.83074; Grinda de rulare H=1000 1. Placa metalica pentru fixarea grinzii de coloana 2. Elemente inglobate ale coloanei pentru fixarea grinzii de rulare 3. Bulon de ancorare 4. Sina de rulare 5. Placa de otel pentru fixarea grinzii de rulare (l=150,100*12) 6. Gauri pentru fixarea sinei caii de rulare 2. \W9.02974; 2. \W0.81153; 3. \W9.03715; 4. \W9.02426; 5. \W9.02619; 6. \W1.73210; \LFixarea caii si grinzii de rulare de 9.600 650 6000 6000 250 800 250 400 500 300 600 140 750 400 260 260 Nod 2 SC. 1:20 \W7.83773; Cheson D C 5 5 5 L H D C A PROIECT DE CURS Catedra: CONSTRUCTII ARHITECTONICE Elaborat Verificat Faza Plansa Planse S 1 2 Tema: HALA INDUSTRIALA Fatada in axele 1-11 SC.1:200; Plan parter SC.1:200;Nod 2,3 SC.1:20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12.250(N.C.S) 60000 PROIECT DE CURS Catedra: CONSTRUCTII ARHITECTONICE Elaborat Verificat Faza Plansa Planse S 2 2 Tema: HALA INDUSTRIALA Sectiunea 1-1 Sc. 1:100^JSectiunea 2-2 Sc. 1:100 Nodul Nr 1 Sc. 1:20 Nodul Nr 1 Sc 1:20 5 5 2×20 5 5 2 2 1 1 12.250