Metal Structure DWG Block for AutoCAD

Structure for a metal hall (width 8 meters)

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

room, motherboard, hea, bulon ol pcs., transverse frame axle, Seamless steel pipes for steel construction, thick table ol stas for gusee and tiles, round steel laminated to stas, the following are used for the welded joints. types of electrodes:, for welding electroplated sheets, the basic electrodes will be used to hold the laminated elements, superbaz or, in addition to the normative provisions on the quality of welded joints, The following shall be considered in steel:, tolerance class iso mk, Category of welding quality class, all embossed welds will be continuously executed, they will have the thickness of the welding cord contained between, And tmin is the minimum thickness of the pieces that are, it is forbidden to perform welds at temperatures below, the following are used for the bobbin joints:, for the technology of realization and the values of the tightening moments shall be respected:, high strength screws pretensioned group at joints of, group bolts and joining stiffening bars in the pipe, resistance and resistance, the provisions and the provisions of the present project., gripping wall and roof panes, Notes on making and fitting the metal structure:, the following materials will be used:, europoff poles hea and hea beams ipe cf., transverse frame axle, cazimir c. laurentiu suceava no., pascariu marius, Reference no., quality, plană nr. r …., phase d.a.c. m.p., Project no., date, project, name and professional title, verifier, signature, requirement, auto service hall with auto storage enclosure, humor of humor, beneficiary ::, project title: project, mun. Suceava county, location ::, cazimir laurentiu, sc LLC suceava, general:, structure:, hea mm, legend st stalp grinda cvp contravantuiri wall cva contravantuiri roof rg rigidizari cps clips hold grip pane, cps, cps up, the base column detail, note the locking of the nuts will be done by welding or concreting the pillar base the thread will be metric normal stand with tolerances and precision coarse stas hexagonal nuts semiprecise stas, bolt pcs. mm, Î cazimir c. laurentiu suceava aut. no. fixed, auto service auto service hall, mun. Suceava county, cazimir laurentiu, Reference no., quality, plană nr., phase d.a.c., Project no., beneficiary ::, project title: project, date, project, caseimir c. laurentiu, name and professional title, verifier, signature, requirement, cuza voda nr. mun. Suceava county, the base column detail, cazimir laurentiu, UPE, screw, hea, UPE, screw, note the category of execution of the metal structure according to normative norms the welds will have the acceptance level the unsigned welds on the drawing will have the thickness equal to the thickness of the thinnest of the elements that are welded the steel brand according to, ipe, Î cazimir c. laurentiu suceava aut. no. fixed, auto service auto service hall, mun. Suceava county, cazimir laurentiu, Reference no., quality, plană nr., phase d.a.c., Project no., beneficial

Raw text data extracted from CAD file:

ROOM 000 V O R 100 8 174 8 100 390 92 8 200 8 92 190 400 20 3010 240 2365 395 4000 4000 6010 547 20 3010 8 232 8 2365 8 140 8 222 10 6000 20 10 260 1800 1200 1600 1150 900 770 1200 800 800 1700 760 1200 1200 1200 250 300 1200 1200 1200 250 190 3810 190 3810 190 6203 8° \W8.71070; PL2- Placa de baza \W8.75387; 20x390x400mm/OL37 \W7.56357; ST1- HEA 200 \W6.63918; RG2 \W6.66753; RG3 Bulon M24 - gr.6.6 OL 37 6 buc. L= 1065mm -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 CADRU TRANSVERSAL ax 2 3. Þevi oþel fãrã sudurã pentru construcþii din oþel OLT-45, STAS 404/2-80; 4. Table groase OL 37-k, STAS 800-82, pentru gusee ºi plãci de bazã; 5. Oþel rotund laminat la cald, STAS 330-80. B. Pentru executarea îmbinarilor sudate se vor utiliza urmãt. tipuri de electrozi: 1. Pentru sudarea elementelor laminate OL-37: electrozi E44 T; 2. Pentru prinderea elementelor laminate OLT-45 se vor utiliza electrozi bazici (UNIBAZ SUPERBAZ sau E-50-B). C. Pe lângã prevederile Normativ C150-99, privind calitatea îmbinãrilor sudate din oþel se vor avea în vedere urmãtoarele: 1. Clasa de toleranþã - ISO - 2768 - mk 2. Categoria de execuþie "B", clasa de calitate sudurã "III" 3. Toate sudurile în relief ("de colþ") se vor executa continue ºi omogene, ele vor avea grosimea cordonului de sudurã cuprinsã între 3mm ºi (0,7 × tmin), tmin reprezintã grosimea minimã a pieselor care se sudeazã; 4. Se interzice executarea sudurilor la temperaturi sub +5 C°; D. Pentru executarea îmbinarilor bulonate se vor utiliza: Pentru tehnologia de realizare si valorile momentelor de strangere se vor respecta: 1. Suruburi de înaltã rezistenþã pretensionate (SIRP) grupa 8.8 la imbinarile de 2. Suruburi normale, grupa 4.6, si 5.6 la imbinarea barelor de rigidizare din teava rezistenta (stalpi-rigla si rigla-rigla) prevederile C133-82 precum si prevederile prezentului proiect. patrata, prinderea riglelor de perete si a panelor de acoperis Note privind realizarea confecþiilor ºi montarea structurii metalice: A. Se vor utiliza urmãtoarele materiale: 1.2. Europrofile stalpi HEA 200 si HEA 180 ; grinzi IPE 240 (S235JO), cf. EN10025 CADRU TRANSVERSAL ax 2 \W6.74733; \W0.83333x;\C4;I.I. CAZIMIR C. LAURENTIU - SUCEAVA \W9.85767; \W0.83333x;\C4;AUT. NR. 24 /2006\C4; \C4; \W9.63333; \C1;Tel. 0740-675.063 \C1;WWW.BUILDESIGN.RO \W0.8;ing. PASCARIU MARIUS REFERAT NR. /DATA CALITATE Plansa nr. R.... Faza : D.T.A.C. + P.T. Proiect nr. 31/2011 Data : 01. 2011 1:25 \W1;DESENAT \W1;PROIECTAT \W1;SEF PROIECT NUME SI TITLUL PROFESIONAL VERIFICATOR SEMNATURA CERINTA A1 / A2 \W0.68729; \fArial|b0|i1|c238|p34;\W0.98184;CONSTRUIRE HALA SERVICE AUTO CU BIROURI,SPALATORIE AUTO ,SP.PREZENTARE , HALA DEPOZITARE ANVELOPE,\fArial|b0|i1|c0|p34; \fArial|b0|i1|c238|p34;SI IMPREJMUIRE \W1.0044;S.C. ADI-GABI S.R.L.GURA HUMORULUI \W4.08537; Beneficiar :: \W2.41734; Titlu proiect :proiect : mun. Gura Humorului, jud. Suceava \W1.34417; Amplasament :: \W0.8;ing. CAZIMIR LAURENTIU \W0.8;ing. CAZIMIR LAURENTIU S.C. \U+201EOVIRELANCE\U+201D S.R.L. SUCEAVA \W8.54654; J33/439/2004 \W9.54746; 16354756 \W1;PROIECTANT GENERAL: \W1;PROIECTANT STRUCTURA: -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 A B C A2 ±0.00 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 -146951.3604012851 0.0000001591397449 0.0000000003201421 -0.0000000541040208 ST1 - HEA 200 L= 6000 mm ST2 - HEA 200 L= 6200 mm ST1 - HEA 200 L= 6000 mm -146951.3604012851 GR1 - IPE240 L= 3950 mm -146951.3604012851 GR1 - IPE240 L= 3950 mm GR2 - Tp 70x5 LEGENDA : ST - STALP GR- GRINDA CvP - CONTRAVANTUIRI PERETE CvA - CONTRAVANTUIRI ACOPERIS Rg - RIGIDIZARI CPS - CLIPSURI - PRINDERE ( REAZEM ) PANE CPS 1 CPS 1 PANA Z 180/2.0 300 300 8000 4000 4000 6010 547 1200 1200 1200 250 8000 2953 2519 20 300 1200 1200 1200 250 190 3810 190 3810 190 6203 8° \W1.03;±0,00 \W1.05;+2,75 \W1.05;+3,60 \W1.05;+5,40 \W1.05;+5,85 \W1.05;+6,70 100 3100 100 350 2550 350 450 450 1050 1700 750 1500 1600 1700 460 3455 190 3455 500 1500 1600 1700 190 3810 190 1700 1600 1700 60 80 70 R40 130 710 130 129 250 65 129 250 65 580 250 260 250 250 650 250 250 700 200 105 50 30 75 150 77 96 77 65 260 77 96 77 65 260 \U+220522 145 DETALIUL A BAZA STALP Nota - blocarea piulitelor se va face prin sudare sau betonarea bazei stalpului - filetul va fi metric normal STAS 6564 - 67 cu tolerante si precizie grosolana STAS 5590-62 Piulite hexagonale semiprecise STAS 6218-62 P5 - Bulon M20 - gr.8.8 4 buc. L= 790 mm SM-HEA 220 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 P1 P2 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 P3 P4 L 40x40x4-145 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 5 100 7 P1 P2 5 200 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 P1 - 200x105x8 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 P2 - 260x250x18 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 -207492.85505034 P3 - 260x250x10 -207492.85505034 -207492.85505034 \W0.87785; I.I. CAZIMIR C. LAURENTIU - SUCEAVA \W7.39741; AUT. NR. 24 /2006 \W8.27974; \C1;Tel. 0740-675.063 Fix : 0330-881432 \W8.99062; \C1;WWW.BUILDESIGN.RO \W0.83333x;CONSTRUIRE HALA SERVICE AUTO \W0.83333x;SI UTILITATI TEHNICO- EDILITARE \W1;COTLET IOAN, mun. Suceava, jud. Suceava \W0.8;ing. CAZIMIR LAURENTIU REFERAT NR. /DATA CALITATE Plansa nr. R3* Faza : D.T.A.C. Proiect nr. 22/2009 \W4.08537; Beneficiar :: \W2.41734; Titlu proiect :proiect : Data : ian.2010 1:10 \W1;DESENAT \W1;PROIECTAT \W1;SEF PROIECT \C4;I.I. CAZIMIR C. LAURENTIU \fVictorian LET|b0|i0|c0|p2; NUME SI TITLUL PROFESIONAL VERIFICATOR SEMNATURA CERINTA A1 / A2 \W0.83333x;STR. CUZA VODA NR. 7 , MUN. SUCEAVA, JUD. SUCEAVA DETALIUL BAZA STALP F1, F2 \W0.8;ing. CAZIMIR LAURENTIU \W0.8;ing. CAZIMIR LAURENTIU -207492.85505034 39 87 39 165 370 10 270 50 75 75 100 172 180 20 65 50 20 115 70 80 150 75 50 30 45 100 192 200 20 20 110 90 85 155 90 65 85 50 40 50 185 60 40 180 140 35 35 10 10 185 \LDetaliul E C 180/20 1-1 1 P1 - UPE 140 surub M 12x40 gr.4.6 2 -203922.1096016878 -203922.1096016878 -203922.1096016878 HEA 220 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 C 180/20 P1 - UPE 140 surub M 12x40 gr.4.6 -203922.1096016878 L= 185 mm Nota - categoria de executie a structurii metalice "B" conf. normativ C150-99 - sudurile vor avea nivelul de acceptare "C" - sudurile neprecizate pe desen vor avea grosimea egala cu 0.7 din grosimea celui mai subtire dintre elementele care se sudeaza - marca otelului S235JO, conform EN10025 7 x 135 P1- 370x165x12 IPE 270 7 x 135 P - 250x64x6 5 x 240 \W0.87785; I.I. CAZIMIR C. LAURENTIU - SUCEAVA \W7.39741; AUT. NR. 24 /2006 \W8.27974; \C1;Tel. 0740-675.063 Fix : 0330-881432 \W8.99062; \C1;WWW.BUILDESIGN.RO \W0.83333x;CONSTRUIRE HALA SERVICE AUTO \W0.83333x;SI UTILITATI TEHNICO- EDILITARE \W1;COTLET IOAN, mun. Suceava, jud. Suceava \W0.8;ing. CAZIMIR LAURENTIU REFERAT NR. /DATA CALITATE Plansa nr. R15 Faza : D.T.A.C. Proiect nr. 22/2009 \W4.08537; Beneficiar :: \W2.41734; Titlu proiect :proiect : Data : ian.2010 1:10 \W1;DESENAT \W1;PROIECTAT \W1;SEF PROIECT \C4;I.I. CAZIMIR C. LAURENTIU \fVictorian LET|b0|i0|c0|p2; NUME SI TITLUL PROFESIONAL VERIFICATOR SEMNATURA CERINTA A1 / A2 \W0.83333x;STR. CUZA VODA NR. 7 , MUN. SUCEAVA, JUD. SUCEAVA DETALIi imbinari cadre D, D*, E \W0.8;ing. CAZIMIR LAURENTIU \W0.8;ing. CAZIMIR LAURENTIU 8 buc surub M16x60 gr.8.8 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 P1- 370x165x12 -203922.1096016878 -203922.1096016878 -203922.1096016878 5 xL -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 Det. D* b -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 P3 - 150x75x6 P3 b a a b-b a-a P2 P3 IPE 270 HEA 160 P3- 200x192x12 P2 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 P2 Det. D P1- Tv. 150x100x5 P2 HEA 160 IPE 270 HEA 160 P2 - 180x172x12 P3 -203922.1096016878 -203922.1096016878 P3 b a -203922.1096016878 -203922.1096016878 P1- Tv. 150x100x5 4 x L b-b a-a -203922.1096016878 P4 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 -203922.1096016878 P4- 155x85x10 P4- 155x85x10 -203922.1096016878 -203922.1096016878 \W1.03;±0,00 \W1.05;+2,75 \W1.02;+3,15 \W1.05;+3,60 \W1.05;+5,40 \W1.05;+6,70 4000 4000 5000 5000 6000 6000 6000 6000 6000 40000 8000 4000 4055 55 4000 8 1 2 3 4 5 7 6 A B C Sm - HEA 200 8 1 2 3 4 5 7 6 B C A Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 Sm - HEA 200 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 -257350.0566517485 Sm - HEA 200 GRINDA IPE 240 400 3200 1262 1262 1262 4100 750 1800 1800 1380 8000 600 1350 1600 1100 265 1700 250 1250 1250 1250 1250 1250 1250 250 1262 1262 1262 4423 5518 190 7810 190 4915 1095 8° 1400 1400 5000 5000 500 5000 5000 5000 5000 5000 5000 4000 4000 5000 890 3220 890 640 3720 640 640 3720 640 640 3720 640 640 3720 640 500 400 1200 3400 5000 400 3200 400 4000 400 1200 3400 5000 500 1045 900 2055 2605 1000 395 1200 A2 1:25 CADRU TRANSVERSAL ax 1 3. Þevi oþel fãrã sudurã pentru construcþii din oþel OLT-45, STAS 404/2-80; 4. Table groase OL 37-k, STAS 800-82, pentru gusee ºi plãci de bazã; 5. Oþel rotund laminat la cald, STAS 330-80. B. Pentru executarea îmbinarilor sudate se vor utiliza urmãt. tipuri de electrozi: 1. Pentru sudarea elementelor laminate OL-37: electrozi E44 T; 2. Pentru prinderea elementelor laminate OLT-45 se vor utiliza electrozi bazici (UNIBAZ SUPERBAZ sau E-50-B). C. Pe lângã prevederile Normativ C150-99, privind calitatea îmbinãrilor sudate din oþel se vor avea în vedere urmãtoarele: 1. Clasa de toleranþã - ISO - 2768 - mk 2. Categoria de execuþie "B", clasa de calitate sudurã "III" 3. Toate sudurile în relief ("de colþ") se vor executa continue ºi omogene, ele vor avea grosimea cordonului de sudurã cuprinsã între 3mm ºi (0,7 × tmin), tmin reprezintã grosimea minimã a pieselor care se sudeazã; 4. Se interzice executarea sudurilor la temperaturi sub +5 C°; D. Pentru executarea îmbinarilor bulonate se vor utiliza: Pentru tehnologia de realizare si valorile momentelor de strangere se vor respecta: 1. Suruburi de înaltã rezistenþã pretensionate (SIRP) grupa 8.8 la imbinarile de 2. Suruburi normale, grupa 4.6, si 5.6 la imbinarea barelor de rigidizare din teava rezistenta (stalpi-rigla si rigla-rigla) prevederile C133-82 precum si prevederile prezentului proiect. patrata, prinderea riglelor de perete si a panelor de acoperis Note privind realizarea confecþiilor ºi montarea structurii metalice: A. Se vor utiliza urmãtoarele materiale: 1.2. Europrofile stalpi HEA 200 ; grinzi IPE 240 (S235JO), cf. EN10025 5 5 5 5 5 A B C ±0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ST1 - HEA 200 L= 6000 mm ST2 - HEA 200 L= 6200 mm ST1 - HEA 200 L= 6000 mm 5 GR1 - IPE240 L= 3950 mm 5 GR1 - IPE240 L= 3950 mm CPS 2 PANA Z 180/2.0 GR2 - IPE240 L= 3785 mm GR2 - IPE240 L= 3785 mm 5 5 \A1;CONECTORI d\fTechnic|b0|i0|c2|p2;18/30\H1x; DET. AA DET. BB DET. CC DET. FF 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CPS 3 CPS 3 CPS 3 GR5 - Tp 100x5 L= 3790 mm ST3 - Tp 100x5 L= 2535 mm 5 5 5 5 Pp1 - Z150/2.0 L=3.810mm Pp1 - Z150/2.0 L=3.810mm Pp1 - Z150/2.0 L=3.810mm Pp1 - Z150/2.0 L=3.810mm Pp1 - Z150/2.0 L=3.810mm ST3 - Tp 100x5 L= 2535 mm M1 - C150/2.0 L=1.700mm M1 - C150/2.0 L=1.700mm 5 5 5 LEGENDA : ST - STALP GR- GRINDA CvP - CONTRAVANTUIRI PERETE CvA - CONTRAVANTUIRI ACOPERIS M- MONTANT CPS - CLIPSURI - PRINDERE ( REAZEM ) PANE 5 5 5 1 2 3 3* 4 5 6 7 8 9 ST1 - HEA 200 L= 6000 mm ST2 - HEA 200 L= 6200 mm ST1 - HEA 200 L= 6000 mm ST1 - HEA 200 L= 6000 mm ST2 - HEA 200 L= 6200 mm ST1 - HEA 200 L= 6000 mm ST1 - HEA 200 L= 6000 mm ST2 - HEA 200 L= 6200 mm ST1 - HEA 200 L= 6000 mm 5 5 ST3 - Tp 100x5 L= 2535 mm ST3 - Tp 100x5 L= 2535 mm ST4 - C 180 / 2.0 L= 2140 mm ST4 - C 180 / 2.0 L= 2140 mm ST6 - HEA 200 L= 4905 mm ST5 - HEA 200 L= 6000 mm ST6 - HEA 200 L= 4905 mm ST5 - HEA 200 L= 6000 mm ST6 - HEA 200 L= 4905 mm ST5 - HEA 200 L= 6000 mm ST6 - HEA 200 L= 4905 mm ST5 - HEA 200 L= 6000 mm ST6 - HEA 200 L= 4905 mm ST5 - HEA 200 L= 6000 mm ST6 - HEA 200 L= 4905 mm ST5 - HEA 200 L= 6000 mm ST6 - HEA 200 L= 4905 mm ST5 - HEA 200 L= 6000 mm ST 8 - Tp 100x5 L= 2475 mm ST8 - Tp 100x5 L= 2475 mm ST9 - Tp 120x5 L= 4075 mm ST9 - Tp 120x5 L= 4075 mm ST9 - Tp 120x5 L= 4075 mm ST9 - Tp 120x5 L= 4075 mm ST9 - Tp 120x5 L= 4075 mm ST9 - Tp 120x5 L= 4075 mm ST9 - Tp 120x5 L= 4075 mm ST9 - Tp 120x5 L= 4075 mm ST 10 - Tp 120x5 L= 3075 mm ST7 - HEA 160 L= 5220 mm A3 1:50 CPS 1 PANA Z 150/2.0 A ST5 - HEA 200 L= 6000 mm GR6 - IPE240 L= 7895 mm CPS 2 PANA Z 180/2.0 DET. KK 5 5 5 5 5 5 C ST6 - HEA 200 L= 4905 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DET. HH DET. BB CPS 1 PANA Z 150/2.0 5 5 5 5 5 5 5 5 ±0.00 5 5 CADRU TRANSVERSAL ax 3*,4,5,6,7,8 A B C 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 GR2* - IPE240 L= 1200 mm CPS 1 PANA Z 150/2.0 \W7.59407; Indici consum : Suprafata desfasurata constructie = 405 mp Cosnum otel = 17800kg Consum otel/mp = 44kg/mp

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, hall, metal, meters, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, truss, width

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