Wooden Ceiling DWG Block for AutoCAD

Wooden Ceiling DWG Block for AutoCAD

Classic wooden ceiling

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

pop, pop, pop, pop, pop, pop, pop, pop, pop, valley, valley, valley, valley, valley, valley, valley, until, until, until, until, pop, pop, pop, pop, pop, pop, pop, pop, roebuck, roebuck, roebuck, farm, purlin, purlin, purlin, purlin, purlin, purlin, pop, pop, purlin, purlin, until, until, until, until, until, until, valley, until, skarp plan, October., project manager, name, designed, drawn, signature, scale:, date:, project title:, board:, beneficiary:, no. project:, phase:, no. board:, p.th., bolts, bolts, bolts, bolts, det, truss, until, until, until, until, until, roebuck, roebuck, purlin, purlin, rafters, rafters, pop, pop, pop, firm detail, October., project manager, name, designed, drawn, ing. tudor costescu, signature, scale:, date:, project title:, board:, beneficiary:, no. project:, phase:, no. board:, p.th., ing. tudor costescu, arh. spherale rusalim, sc., farm, belt b.a., bolts, mm bolts, clamp, until, clamp, truss, pop, sc., contrasted detail, clamp, clamp, truss, sole, valley, valley, sole, sc., detail, sc., sec., pop, sole, sole, rafters, sc., detail, pcs., pcs., bolts, bolts, pcs., pcs., bolts, pliers, pliers, pcs., firm detail, October., project manager, name, designed, drawn, signature, scale:, date:, project title:, board:, beneficiary:, no. project:, phase:, no. board:, p.th., det, roebuck, roebuck, bolts, rafters, rafters, pop, purlin, purlin, until, pliers, sole, sc., farm, pcs., sole, belt b.a., sc., foot detail, pop, screw, staples, st. existing, farm, beams, beams, beams, section, sc., section, sc., detail, sc., detail grip up, sc., screw, until, belt b.a., wood floor plan, October., project manager, name, designed, drawn, signature, scale:, date:, project title:, board:, beneficiary:, no. project:, phase:, no. board:, p.th., steel:, concrete: I have it, I have it, details bare bar racks, sc., Insertion of the longitudinal bars in the belts will be done in cm, with the specification as section will be bumped at the most from the belt bars, and the distance between the stirrups at this distance will be consistent, note:, sole, beam, detail grip up, sc., the resistance elements will be made of wood of, note:, needed timber, mark, lumgime, name cm cm, pcs., volume, dry and fireproof class, total, rafters, pop, rafters, rafters, until, purlin, pop, pop, rafter, until, valley, sole, rafter, sole, truss, pliers, rafter, pliers, weight, welding, total, total, Pos., pcs., length, bolt, name, per ml, on a piece, total, bolt, beams, the resistance elements will be made of wood of, note:, needed timber, mark, lumgime, name cm cm, pcs., volume, dry and fireproof class, total, beam, beam, beam, foundation details, element, name, total, mark, length, no. pcs., elem., in all, no. elem., length, until, until, until, until, staples, farm, bolts, mm bolts, sole, sc., detail, sc., sec., up link, pcs., pcs., weight, welding, total, total, Pos., pcs., length, bolt, name, per ml, on a piece, total, bolt, steel:, non-standard group, Thick bolt according to, group according to stas, tolerated according to stas and stas, is executed according to the stand for semi-precision bolts, nuts:, screws:, verifier, name, signature, requirements, no.

Raw text data extracted from CAD file:

80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 60 57.5 80 80 80 60 60 60 80 67.5 80 80 80 80 80 80 80 80 80 80 80 80 80 80 85 80 80 80 87.5 80 80 80 80 40 137.5 80 80 80 80 80 60 80 15 385 15 385 15 390 15 15 165 15 132.5 15 385 15 385 15 390 15 135 15 240 15 135 15 252.5 40 330 40 15 390 40 60 390 30 60 2735 60 140 535 585 300 765 390 140 2855 415 995 80 830 420 80 1410 140 390 765 300 585 535 140 2855 995 415 80 830 420 80 1410 40 795 30 385 40 415 15 255 15 115 15 405 430 80 135 135 130 420 80 15 20 830 420 20 1290 70 45° 70 45° 70 45° 70 45° 15 12 1.5 1.5 12.5 8 12.5 13 30 20 20 150 55 245 120 30 60 30 29 5 28 2 30 20 30 20 50 50 100 40 170 40 250 185 15 10 15 130 40 50 40 220 195 50 165 50 125 95 130 150° 320 140 300 40 50 40 130 130 200 370 58° 50 120 30 50 320 500 50 180 50 280 35 60 35 130 40 795 30 20 830 15 865 15 15 15 30° 402.5 397.5 190 45 20 175 130 175 250 130 250 130 85 180 435 10 90 10 90 10 90 10 45 30 15 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 85 10 95 10 90 10 90 10 90 10 90 10 25 40 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 75 10 40 10 90 10 90 10 90 10 90 10 80 10 40 20 20 40 25 15 15 30 25 15 15 30 25 45 25 30 15 15 100 60d 60d 20 830 420 20 1290 20 390 765 300 585 535 20 2615 10 90 10 90 10 90 10 90 10 90 10 90 10 90 10 75 10 40 2.5 12.5 8 12.5 25 30 20 20 2.5 150 55 345 120 30 60 30 50 50 100 40 170 40 250 30° 50 50 40 40 A B C D E F A B C D E F 1 2 3 1 2 3 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Dolie 15x20 Dolie 15x20 Dolie 15x20 Dolie 15x20 Dolie 15x20 Dolie 15x20 Dolie 15x20 Pana 10x15 Pana 15x20 Pana 15x20 Pana 15x20 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Pop 15x15 Caprior 12x15 Caprior 12x15 Caprior 12x15 Ferma 2 Ferma 2 Ferma 1 Ferma 1 Ferma 1 Ferma 1 Ferma 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cosoroaba 15x15 Cosoroaba 15x15 Cosoroaba 15x15 Cosoroaba 15x15 Cosoroaba 15x15 Cosoroaba 15x15 5 Pop 15x15 Pop 15x15 Cosoroaba 15x15 Cosoroaba 15x15 14 1 2 3 4 5 5 Pana 15x15 5 6 Pana 15x15 6 Pana 15x15 6 Pana 15x15 6 Pana 15x15 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 10 7 8 8 8 Pana 15x20 5 Dolie 15x20 9 8 8 Pana 15x20 5 5 5 5 5 5 5 10 10 10 10 10 11 11 11 11 11 11 12 12 12 12 12 13 12 12 12 12 13 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Plan sarpanta oct. 2013 SEF PROIECT NUME PROIECTAT DESENAT SEMNATURA scara: data: titlu proiect: plansa: beneficiar: nr. proiect: 19/2013 faza: nr. plansa: R-04 P.Th. 1:50 3 buloane M12 L=195 mm 3 buloane M12 L=195 mm 3 buloane M12 L=195 mm 3 buloane M12 L=195 mm Det A Det B 17 Contrafisa 10x10 +3.60m +4.48m +4.34m +7.97m 4 Pana 15x10 5 Pana 15x20 5 Pana 15x20 5 Pana 15x20 6 Pana 15x15 +3.30m Caprior 12x15 2 Caprior 12x15 1 Cosoroaba 15x15 10 Cosoroaba 15x15 10 Arbaletrieri 15x15 14 Arbaletrieri 15x15 15 Pop 15x15 12 Pop 15x15 12 Pop 15x15 11 Detaliu ferma 1 oct. 2013 SEF PROIECT NUME PROIECTAT DESENAT ing. TUDOR COSTESCU SEMNATURA scara: data: titlu proiect: plansa: beneficiar: nr. proiect: 20/2013 faza: nr. plansa: R-05 P.Th. ing. TUDOR COSTESCU 1:50 arh. SFERLE RUSALIM Sc. 1:50 Ferma 1 Centura b.a. Centura b.a. Centura b.a. 5 5 30 385 5 415 5 255 5 115 5 405 5 5 5 5 5 5 5 5 20 830 420 20 1 2 3 5 buloane M14 L=195mm 3 buloane M12 L=370 mm 3 P2 2d16 5 Scoaba Pana 5 5 Scoaba 5 Contrafisa Pop 10x10 15X15 15x15 Sc. 1:20 Detaliu contrafise 5 Scoaba 5 5 Scoaba 5 Contrafisa 10x10 5 5 Talpa 2x15x15 16 Dolie 15x20 8 Dolie 15x20 9 7 5 5 5 5 5 5 13 5 5 5 Talpa 2x15x15 16 P1 Sc. 1:20 Detaliu A Sc. 1:20 Sec. A 150 55 245 Pop 15x15 13 120 30 60 30 Talpa 2x15x15 16 Talpa 10x15 18 Arbaletrieri 15x15 14 29 5 28 5 5 5 5 5 M12 L=375 mm/500mm Sc. 1:20 Detaliu B 2d14 P1 120x5...245 - 24 buc. 50 50 100 40 170 40 250 P2 100x15...250 - 12 buc. 185 5 5 5 P3 6 buloane M12 L=195 mm 6 buloane M12 L=195 mm P4 6d14 130 40 50 40 220 195 50 165 50 125 95 130 5 P3 130x5...320 - 8 buc. 320 140 300 40 50 40 130 130 200 370 5 P4 130x5...570 - 8 buc. 50 120 30 50 320 500 P5 P5 50 180 50 280 4 buloane M12 L=195 mm Clesti 2x2.5x15 19 Clesti 2x4x15 20 P5 130x5...570 - 8 buc. 35 60 35 130 Detaliu ferma 2 oct. 2013 SEF PROIECT NUME PROIECTAT DESENAT SEMNATURA scara: data: titlu proiect: plansa: beneficiar: nr. proiect: 19/2013 faza: nr. plansa: R-06 P.Th. 1:50 Det B Det A Det B Caprior 12x15 1 Caprior 12x15 1 6 buloane M12 L=195 mm Arbaletrieri 15x15 21 Arbaletrieri 15x15 21 Pop 15x15 13 Cosoroaba 15x15 10 Cosoroaba 15x15 10 5 Pana 15x20 Clesti 2x2.5x15 19 Talpa 2x15x15 16 1 2 5 5 30 5 5 15 865 +4.48m 5 5 5 5 402.5 397.5 P3 190 45 5 Sc. 1:50 Ferma 2 175 130 175 250 130 250 130 85 180 435 P3 130x5...435 - 6 buc. Talpa 15x15x50 Centura B.A. +5.80m Sc. 1:20 Detaliu talpa 16 Pop 15x15 Surub M12 (2buc) L=250 mm Scoabe 17 10x10 M12 L=375 mm/500mm A B C D E F 1 2 3 St. existent 70x80 C1 40x25 C1 40x25 C1 40x25 C1 40x25 C1 40x25 C1 40x25 C1 40x25 C1 40x25 C2 30x25 C2 30x25 C2 30x25 C2 30x25 Sb1 25x30 Sb1 25x30 C2 30x25 C2 30x25 C2 30x25 C2 30x25 C1 40x25 C2 30x25 C2 30x25 1 Ferma 2 Ferma 2 Ferma 1 Ferma 1 Ferma 1 Ferma 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Grinzi 10x15 1 Grinzi 10x15 3 Grinzi 10x15 2 Sectiune C1 40x25 Sc. 1:20 +4.15(+3.45)m 2 5 5 5 Ax +3.90(+3.20)m 6d12 1 5 Sectiune C2 30x25 Sc. 1:20 +4.15(+3.45)m 3 5 5 5 Ax +3.90(+3.20)m 4d12 1 5 Detaliu 1 Sc. 1:20 3 5 5 5 2 4d12 1 5 +3.45m +3.20m 4d12 1 3 +4.15m +3.90m 5 5 Detaliu prindere pana Sc. 1:20 Ax 5 5 5 Surub M12 /ml L=350 mm Pana 15x15 Centura b.a. 30x25 +3.45m +3.20m Plan planseu lemn oct. 2013 SEF PROIECT NUME PROIECTAT DESENAT SEMNATURA scara: data: titlu proiect: plansa: beneficiar: nr. proiect: 20/2013 faza: nr. plansa: R-03 P.Th. 1:50 Otel: PC52, OB37 Beton: C8/10(B150) - T3/T4 - CEM II MA (S-LL) 32.5/0-31 C16/20(B250) - T3/T4 - CEM II MA (S-LL) 32.5/0-16 100 60d 60d 60d Detalii petreceri bare centuri Sc. 1:20 Innadirea barelor longitudinale din centuri se va face pe o lungime de 75 cm cu specificatia ca intr-o sectiune se vor innadi cel mult 50% din barele centurii iar distanta intre etrieri pe aceasta distanta va fi de 10 cm, conform CR6-2006 Nota: 35 20 20 35 d8/20 OB37 L=1.25m 2 25 20 20 25 d8/20 OB37 L=1.05m 3 5 5 5 5 5 5 5 5 5 5 5 5 5 Talpa 2x15x15 Grinda 10x15 Detaliu prindere pana Sc. 1:20 - elementele de rezistenta vor fi realizate din lemn de brad, NOTA: Vol/buc (mc) Necesar cherestea Marca 1 Lumgime (m) Denumire cm x cm Buc. Volum (mc) 2 3 clasa I de calitate, uscat si ignifugat Total (mc) 21.90 Capriori 12x15 7.25 0.13 28 3.64 4.00 4 0.09 5 0.45 5 6 7 0.45 11 12.5 0.375 2 0.75 12 13 14 16 Pop 15x15 2.30 0.05 9 Capriori 12x15 9.21 0.166 25 4.15 Capriori 12x15 5.75 0.1035 34 3.52 Pana 10x15 4.00 0.06 3 0.18 4.00 0.12 3 0.36 8 9 10 8.15 0.245 4 0.98 Cosoroaba 15x15 4.00 0.09 21 1.89 Pop 15x15 1.50 0.034 6 0.2 0.22 Pop 15x15 2.36 0.053 4 0.36 Arbaletrier 15x15 4.00 0.09 4 Pana 15x20 Pana 15x15 Dolie 15x20 Dolie 15x20 Dolie 15x20 2.35 0.075 2 0.142 Talpa 15x15 8.65 0.2 14 2.8 15 0.23 Arbaletrier 15x15 2.55 0.09 4 18 Talpa 10x15 3.96 0.02 9 0.18 17 0.21 Contrafisa 10x10 1.00 0.01 21 19 1.37 0.005 23 0.115 Clesti 2.5x15 21 4.10 0.09 4 0.36 Arbaletrier 15x15 20 4.57 0.27 23 0.81 Clesti 4x15 Greutate (kg) Sudura 3 % TOTAL P2 P1 Total P3 Poz. Buc. Lungime 250 320 (mm.) 245 130x5 Bulon M12 Denumire 100x15 120x8 1.63 5.1 8 282 pe ml 12 24 11.77 4.71 2.943 1.84 pe buc 4 135.09 14 131.16 36 44.16 total P4 130x5 570 8 5.1 2.91 24 P5 130x5 280 8 5.1 1.42 12 Bulon M14 16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Grinzi 10x15 1 - elementele de rezistenta vor fi realizate din lemn de brad, NOTA: Vol/buc (mc) Necesar cherestea Marca 1 Lumgime (m) Denumire cm x cm Buc. Volum (mc) 2 3 clasa I de calitate, uscat si ignifugat Total (mc) 5.1 Grinda 10x15 4.05 0.06 63 3.78 Grinda 10x15 4.90 0.07 6 0.44 Grinda 10x15 3.60 18 0.86 0.09 810 488.1 8 910.2 0.395 360 12 810 0.888 720 1 12 6.00 135 135 2 8 1.25 390 390 Detalii fundatii 1 OB37 360 PC52 720 Elementul Denumire Lungimi/d (m) Greutate/m (kg) Greutate/d (kg) TOTAL (kg) Marca d Lungime Nr. buc. Intr-un elem. elem. In toate Nr. elem. Lungimi 422.1 3 8 1.05 402 402 Pana 15x15 Pana 15x15 Pana 15x15 Pana 15x15 Scoabe 2.5 Ferma 2 buloane M14 L=195mm 3 buloane M12 L=370 mm 3 P2 5 5 5 25 5 5 5 Talpa 2x15x15 16 P1 Sc. 1:20 Detaliu A Sc. 1:20 Sec. A 2.5 P1 P1 \W1.04096; pana de legatura \W4.56477; 20x8x20 6d16 150 55 345 120 30 60 30 2d14 P1 120x5...345 - 6 buc. 50 50 100 40 170 40 250 P2 100x15...250 - 3 buc. Greutate (kg) Sudura 3 % TOTAL P2 P1 Total P3 Poz. Buc. Lungime 250 435 (mm.) 445 130x5 Bulon M12 Denumire 100x15 120x8 2.21 5.1 6 282 pe ml 3 6 11.77 4.71 2.943 3.353 pe buc 1.27 43.52 13.31 42.26 8.83 20.12 total Bulon M14 16 Otel: OL37 Grupa 4.6, nestandardizate Saiba groasa OL52, conform DIN 7989 Grupa 4.6, conform STAS 4071/1969 Tolerante conform STAS 8104/1968 si STAS 8105/1968 Se executa conform STAS 6220/1969, pentru suruburi semiprecise Piulite: Suruburi: \T1.50000;Business Verificator Nume Semnatura Cerinte Referat/Expertiza Nr. Verificator Nume Semnatura Cerinte Referat/Expertiza Nr. Verificator Nume Semnatura Cerinte Referat/Expertiza Nr. Verificator Nume Semnatura Cerinte Referat/Expertiza Nr. 50 50 40 40

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, block, ceiling, classic, cover, dach, DWG, hangar, lagerschuppen, roof, shed, structure, terrasse, toit, wooden