Metallic Industrial Building DWG Detail for AutoCAD

Metallic Industrial Building DWG Detail for AutoCAD

Execution details for a metallic hall

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

table with geometric elements and quantities per millimeter, type gabions, elevation volume, type gabions, dimensions, concrete report exposure class, concrete report exposure class, execution of the excavation for the placement of its pre-fabrication and manual finishing of the excavation, launching with prefabricated crane, pouring the concrete ribbon to fix the drainage pvc tube., mounting of prefabricated elements., laying the perforated pvc tube for collection and drainage of drainage water., executing the drain behind the wall., execution of the earth plug in front of the wall., making the filling behind the wall in layers of max cm good so that the filler with an internal friction angle of, the sole of the wall will be parallel to the slope of the slope of the road from the variation of the height of the embankment above the wall coronation., table with geometric elements and quantities per millimeter, type gabions, elevation volume, type gabions, dimensions, concrete report exposure class, barbacans that serve to manipulate, element, the plastic dust layer, the yellow sand layer, stair cross section, CTA, the plastic dust layer, the yellow sand layer, elevation ladder, the plastic dust layer, the yellow sand layer, the technical university in cluj napoca the faculty of construction, foundation an iv group, scale, date, support wall for longitudinal profile, board, name, signed, drafted, verified, crisan bogdan, Earth scale push diagram, the technical university in cluj napoca the faculty of construction, foundation an iv group, scale, date, concrete support wall with cross-sectional profile, board, name, signed, drafted, verified, pop marius, the faculty of construction, name, signed., miclea, voichita, name, technical University, year iv group, foundations, reinforced concrete support wall, cross section, concrete, steel, clips, technical University, the faculty of construction, foundations, year iv, name, signed., drawn, sc., pop, Marius, no., board, reinforced concrete wall, drawn, cross section, layer, layer, cap from the clay filler, compacted with the larger, cap from the clay filler, perforated pvc tube, reinforced concrete element, dry brick masonry, sand filter, shoo, section, pmin, pmax, notes: details of drainage water drainage, will be treated specifically for each project, concrete, cap from the clay filler, compacted with the larger, cap from the clay filler, perforated pvc tube, reinforced concrete element, sand filter, CTA, cap from the clay filler, compacted with the larger, sand filter, layer, cap from the clay filler, perforated pvc tube, reinforced concrete element, the technical university in cluj napoca the faculty of construction, foundation an iv group, scale, date, concrete support wall with cross-sectional profile, board, name, signed, drafted, verified, pop marius, concrete, steel, clips, barbacans that serve to manipulate, element, pmin, pmax, elevation ladder, pushing the earth, horizontal pressures, CTA, cap from the clay filler, compacted with the larger, sand filter, layer, cap from the clay filler, perforated pvc tube, reinforced concrete element, elevation ladder, technical University, the faculty of construction, founded

Raw text data extracted from CAD file:

Tabel cu elemente geometrice si cantitati pentru 1 ml lucrare he \U+2205 Tip gabioane volum elevatie m G 1.5 G 2.0 mc/ml 4 30 1 3 7,5000 Tip Gabioane a (m) Dimensiuni (m) G 1.5 1,5 1x1.5x4 G 2.0 2,0 1x2x4 1.2 10 Beton C20/25 Raport A/C=0.55 Clasa de expunere XC4 dmax=16mm 3.4 10 Beton C20/25 Raport A/C=0.55 Clasa de expunere XC1 dmax=10mm 1. Executia sapaturii pentru asezarea prefabricatului (manual sau mecanizat) si finisarea manuala a sapaturii 2. Lansarea cu automacaraua a prefabricatelor 3. Turnarea rebordului din beton pentru fixarea tubului PVC al drenului. 4. Montarea elementelor prefabricate. 5. Pozarea tubului PVC perforat pentru colectarea si evacuarea apelor din dren. 6. Executia drenului din spatele zidului. 7. Executia dopului de pamant din fata zidului. 8. Realizarea umpluturii din spatele zidului in straturi de max 40 cm bine compactate, astfel incat sa se realizeze o umplutura cu un unghi de frecare interna \C256;> de 25° 9. Talpa zidului va fi paralela cu linia terenului de fundare, panta drumului realizandu-se din variatia inaltimii terasamentului deasupra coronamentului zidului. 400 400 400 100 100 100 100 350 174 Tabel cu elemente geometrice si cantitati pentru 1 ml lucrare he \U+2205 Tip gabioane volum elevatie m G 1.5 G 2.0 mc/ml 4 30 1 3 7,5000 Tip Gabioane a (m) Dimensiuni (m) G 1.5 1,5 1x1.5x4 G 2.0 2,0 1x2x4 Beton C20/25 Raport A/C=0.55 Clasa de expunere XC4 dmax=16mm 1.2 10 85 50 150 495 100 40 40 95 95 285 55 450 495 a=85 b=50 d=150 H=495 Df=100 Bc=40 hc=40 ht=95 h22=95 B=285 55 H=450 h1=340 h21=155 0 9° a=85 b=50 d=150 H=495 55 H=450 Df=100 Bc=40 ht=95 h1=340 h21=155 h22=95 B=285 130 63 160 229 20 119 30 0 125 32 hc=40 a`=70 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 122.0516370716177 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 -2814.878466092418 \A1;0.3 \A1;40.00 \A1;40.00 \A1;155.00 \A1;280.00 \A1;235.00 \A1;435.00 \A1;60.00 \A1;375.00 \A1;50.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;hc \A1;h1 \A1;h2 \A1;hc \A1;He \A1;a \A1;80.00 \A1;187.50 \A1;187.50 \A1;37.50 \A1;187.50 \A1;37.50 \A1;248.33 \A1;89.61 \A1;65.00 \A1;100.00 \A1;0.98 \A1;4.70 \A1;2.00 \A1;2.6 \A1;0.7 \A1;0.53 \A1;4.75 \A1;180.00 \A1;25.00 \A1;40.00 \A1;65.00 \A1;270.00 \A1;165.00 \A1;3.75 \A1;0.40 \A1;1.00 \A1;b \A1;h \A1;a' \A1;B \A1;d \A1;18.33 \A1;268.33 \A1;57.50 \A1;38.33 \A1;77.50 \A1;288.33 \A1;120.78 \A1;129.61 \A1;120.78 \A1;248.33 \A1;89.61 \A1;217.50 \A1;1.67 \A1;120.78 \A1;217.50 \A1;1.67 \A1;165.00 10 45 55 a=85 b=50 d=150 495 Df=100 Bc=40 hc=40 ht=95 h22=95 B=285 55 H=450 h1=340 h21=155 10 45 55 \A1;50.00 \A1;4.5 \A1;1.95 100 100 100 100 100 1.30 5.40 2.10 0.45 2.75 0.85 0.30 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 -6.605636746416153 -6.605636746416153 -6.605636746416153 -6.605636746416153 2,5% 2,5% 2,5% 2,5% Barbacane care servesc la manipularea elementului 200 12 a=85 b=50 d=150 H=495 Df=100 hc=40 ht=95 h22=95 B=285 160 229 30 55 H=450 h1=340 h21=155 130 63 20 119 0 125 32 x=226,98 84 110 263 16 31 40 a=85 b=50 d=150 H=495 Df=100 Bc=40 hc=40 ht=95 h22=95 B=285 160 229 30 55 H=450 h1=340 h21=155 130 63 20 119 0 125 32 x=226,98 \U+03B4 200 12 a=85 b=50 d=150 495 Df=100 Bc=40 hc=40 ht=95 h22=95 B=285 \A1;1.95 \A1;50.00 55 H=450 h1=340 h21=155 10 45 55 \A1;4.5 100 100 100 100 100 200 12 a=85 b=50 d=150 495 Df=100 Bc=40 hc=40 ht=95 h22=95 B=285 \A1;1.95 \A1;50.00 55 H=450 h1=340 h21=155 10 45 55 \A1;4.5 100 100 100 100 100 200 12 \A1;130 \A1;200 \A1;200 \A1;200 \A1;200 \A1;20 \A1;20 \A1;200 \A1;200 \A1;200 \A1;200 \A1;144 \A1;33 \A1;1900 \A1;47 \A1;1993 \A1;501 \A1;500 \A1;500 \A1;250 \A1;47 \A1;650 \A1;600 \A1;650 \A1;47 \A1;1993 \A1;37 \A1;500 \A1;500 \A1;500 \A1;250 \A1;1781 \A1;100 \A1;572 \A1;56 \A1;544 \A1;56 \A1;572 \A1;100 \A1;50 \A1;650 \A1;600 \A1;650 \A1;50 \A1;40 \A1;500 \A1;500 \A1;500 \A1;250 \A1;80 \A1;420 \A1;80 \A1;420 \A1;80 \A1;420 \A1;80 \A1;210 \A1;2000 \A1;1790 \A1;80 \A1;420 \A1;80 \A1;420 \A1;80 \A1;420 \A1;80 \A1;40 \A1;500 \A1;500 \A1;500 \A1;250 \A1;210 \A1;30 \A1;470 \A1;30 \A1;470 \A1;30 \A1;470 \A1;30 \A1;229 \A1;1790 \A1;36 \A1;261 \A1;9 \A1;271 \A1;24 \A1;500 \A1;500 \A1;500 \A1;250 \A1;600 \A1;49 \A1;615 \A1;21 \A1;579 \A1;21 \A1;615 \A1;49 \A1;40 \A1;261 \A1;280 \A1;100 \A1;70 \A1;600 \A1;950 153 20475,91 660 600 800 460 400 115 635 30 25 10 16,41 73,59 100 100 70,71 12,82 96,46 129,62 153 300 240 115 635 30 25 10 660 600 490 800 460 400 \A1;100 \A1;70 \A1;600 \A1;950 10 12,82 90 100 100 70,71 12,82 96,46 130,1 13,44 46,46 363,54 8 \A1;624 115 635 30 25 10 \A1;600 \A1;400 \A1;400 \A1;600 \A1;25 \A1;6000 \A1;25 \A1;5386 \A1;8 \A1;588 \A1;8 \A1;10 \A1;444 \A1;79 \A1;22 \A1;78 \A1;22 \A1;78 \A1;22 \A1;158 \A1;22 \A1;5519 \A1;25 \A1;9664 \A1;82° \A1;82° \A1;76° \A1;82° \A1;8° \A1;26° \A1;8° \A1;2014 \A1;2045 \A1;2059 \A1;79 \A1;22 \A1;78 \A1;22 \A1;78 \A1;22 \A1;158 \A1;22 \A1;179 \A1;337 \A1;240 \A1;92 \A1;16 \A1;174 \A1;16 \A1;134 \A1;16 \A1;86 \A1;313 \A1;350 \A1;398 \A1;7293 \A1;2011 \A1;240 \A1;2059 \A1;300 \A1;140 \A1;660 \A1;90 \A1;100 \A1;100 \A1;180 \A1;190 \A1;75 \A1;150 \A1;75 \A1;25 \A1;170 \A1;300 \A1;170 \A1;100 \A1;190 \A1;150 \A1;94 \A1;534 \A1;40 \A1;90 \A1;40 \A1;20 \A1;351 \A1;400 \A1;600 \A1;25 \A1;25 \A1;6000 \A1;25 \A1;5386 \A1;8 \A1;588 \A1;8 \A1;10 \A1;444 \A1;79 \A1;22 \A1;78 \A1;22 \A1;78 \A1;22 \A1;158 \A1;22 \A1;5519 \A1;10 \A1;444 \A1;79 \A1;22 \A1;78 \A1;22 \A1;78 \A1;22 \A1;158 \A1;22 \A1;5519 \A1;25 \A1;400 \A1;600 \A1;25 \A1;6000 \A1;25 \A1;5386 \A1;8 \A1;588 \A1;8 \A1;25 \A1;600 \A1;400 \A1;80 \A1;240 \A1;80 \A1;300 \A1;300 \A1;6025 \A1;660 \A1;6000 \A1;25 \A1;70 \A1;70 \A1;18 \A1;R18 \A1;509 \A1;50 \A1;600 \A1;100 \A1;100 \A1;600 \A1;600 \A1;100 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;465 \A1;465 1.2 10 Stratul 1 Praf argilos, galbui, moale, plastic Stratul 2 Nisip prafos, argilos, galben +0.00 -0.45 +1.10 +4.50 Sectiune Transversala Scara 1:20 CTA a 3.4 10 Stratul 1 Praf argilos, galbui, moale, plastic Stratul 2 Nisip prafos, argilos, galben G 1.5 G 2.0 G 2.0 G 2.0 5 5 5 5 5 5 5 5 5 Elevatie Scara 1:50 +3.50 +0.00 -1.74 -1.10 1.2 10 Stratul 1 Praf argilos, galbui, moale, plastic Stratul 2 Nisip prafos, argilos, galben UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W9.33333; FUNDATII \W6.25000; \W3.14286; AN IV GRUPA 32402 \W1.86905; SCARA \W2.51190; 1:50 \W2.44048; DATA 30.10.2013 \W1.33333; Zid de sprijin de gabioane, \W1.33333; debleu \W6.00000; \W4.28571; - profil longitudinal \W1.29762; Plansa \W3.27381; 2 Nume Semnat Intocmit Verificat Crisan Bogdan Diagrama de impingere a pamantului Scara 1:50 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W9.33333; FUNDATII \W6.25000; \W3.14286; AN IV GRUPA 32405 \W1.86905; SCARA \W2.51190; 1:20 \W2.44048; DATA 20.10.2014 Zid de sprijin de beton armat, debleu \W6.00000; \W4.42857; - profil transversal \W1.29762; Plansa \W3.34524; 1 Nume Semnat Intocmit Verificat Pop Marius 70 5 5 5 5 5 5 5 5 5 5 5 5 5 a`=70 a=<> b=<> d=<> H=<> 5 H=<> Df=<> Bc=<> hc=<> ht=<> h1=<> h21=<> h22=<> B=<> 5 5 CLUJ-NAPOCA FACULTATEA DE COSTRUCTII Nume Semnat. 1:20 Miclea Voichita Nume Nume Universitatea Tehnica Cluj-Napoca Anul IV Grupa 32408 FUNDATII Zid de sprijin beton armat Sectiune transversala 4.75 0.98 4.70 2.00 L=5.68 m L=6.95 m L=4.71 m 2.6 0.7 0.53 0.52 0.3 4.95 1 4 2 3 2 8 3 16 3 16 3 3 10 3 10 2 3 16 1 3 16 Beton C20/25 Otel S355 Cnom=5 cm L=0.3 m Agrafe 5 UNIVERSITATEA TEHNICA CLUJ-NAPOCA FACULTATEA DE COSTRUCTII Fundatii ANUL IV GR. 32405 Nume Semnat. Desenat Sc. 1:50 Pop Marius Nr. plansa Zid beton armat Desenat Sectiune transversala 5 5 5 5 5 5 5 5 5 5 5 5 5 Strat 2 5 3.75 He= m 0.40 h= m 5 1.00 1.00 1.00 1.00 1.00 Strat 1 hc b h1 h2 h a' hc B d He a 5 Capac din umplutura de argila compactata cu maiul Capac din umplutura de argila Tub PVC perforat Element din beton armat Zidarie uscata de piatra bruta Filtru din beton nisipos 5 5 5 5 5 5 5 5 5 Cg CIR Cg 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Sectiune a-a Sectiune b-b Sectiune c-c Cg P3 Pmin P0 P1 Pmax P2 5 1.40 - 1.00 - 0.60 - 3.75 + 4.25 + 0.00 + - 1.40 - 1.00 - 0.60 - 3.75 + 0.00 - + NOTE: Detaliile pentru evacuarea apelor din dren vor fi tratate specific la fiecare proiect - - 3.75 + 4.25 + 0.00 + - 1.00 0.60 Beton C20/25 -1.00 -1.95 Capac din umplutura de argila compactata cu maiul Capac din umplutura de argila Tub PVC perforat Element din beton armat Filtru din beton nisipos 5 5 5 +0.00 -0.45 +0.50 +4.50 CTA a a`=70 a=<> b=<> d=<> 5 5 H=<> Df=<> Bc=<> hc=<> ht=<> h1=<> h21=<> h22=<> B=<> -1.00 -1.95 Capac din umplutura de argila compactata cu maiul Filtru din beton nisipos 5 5 5 Stratul 1 Stratul 2 Capac din umplutura de argila Tub PVC perforat Element din beton armat 4.5 He= m 1.95 h= m 5 - - 4.5 + 5.00 + 0.00 + - 1.00 0.45 - 1.95 5 5 5 5 5 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W9.33333; FUNDATII \W6.25000; \W3.14286; AN IV GRUPA 32405 \W1.86905; SCARA \W2.51190; 1:20 \W2.44048; DATA 20.10.2014 Zid de sprijin de beton armat, debleu \W6.00000; \W4.42857; - profil transversal \W1.29762; Plansa \W3.34524; 1 Nume Semnat Intocmit Verificat Pop Marius 1.30 5.40 2.10 L=6.70 m L=7.55 m 5.45 2 10/25 1 10/25 Beton C20/25 Otel S500 Cnom=5 cm L=0.65 m Agrafe 5 1.95 - L=4.90 m 2.75 0.85 0.30 0.55 0.45 3 3 12 1.00 - 0.45 - 1 4 2 10 2 10/25 0.00 - + 3 4 10/25 2,5% Barbacane care servesc la manipularea elementului 200 5 5 5 5 a`=70 5 5 b=<> 5 d=<> a=<> 5 H=<> 5 H=<> Df=<> hc=<> ht=<> h1=<> h21=<> h22=<> B=<> 5 5 5 x=<> Pa1H Pa21H Pa22H Pa23H Pa24H qk 5 5 5 5 5 5 P3 Pmin Pmax P2 P0 P1 5 5 5 a`=70 5 5 b=<> 5 d=<> a=<> 5 H=<> 5 H=<> Df=<> Bc=<> hc=<> ht=<> h1=<> h21=<> h22=<> B=<> 5 5 5 x=<> P`a1 P`a11 P`a21 P`a22 P`a23 P`a24 qk \U+03B4 200 5 Elevatie Scara 1:50 Impingerea pamantului Presiuni orizontale 8 +4.50 +1.10 -8.90 +0.00 -0.45 +0.50 +4.50 CTA a a`=70 a=<> b=<> d=<> 5 5 H=<> Df=<> Bc=<> hc=<> ht=<> h1=<> h21=<> h22=<> B=<> -1.00 -1.95 Capac din umplutura de argila compactata cu maiul Filtru din beton nisipos 5 5 5 Stratul 1 Stratul 2 Capac din umplutura de argila Tub PVC perforat Element din beton armat 4.5 He= m 1.95 h= m 5 - - 4.5 + 5.00 + 0.00 + - 1.00 0.45 - 1.95 5 5 5 5 5 2,5% 200 5 Elevatie Scara 1:50 10/25 10/25 UNIVERSITATEA TEHNICA CLUJ-NAPOCA FACULTATEA DE COSTRUCTII Fundatii ANUL IV GR. 32405 Nume Semnat. Desenat Sc. 1:50 Pop Marius Nr. plansa Zid beton armat Desenat Elevatie +0.00 -0.45 +1.10 +4.50 CTA a a`=70 a=<> b=<> d=<> 5 5 H=<> Df=<> Bc=<> hc=<> ht=<> h1=<> h21=<> h22=<> B=<> -1.00 -1.95 Capac din umplutura de argila compactata cu maiul Filtru din beton nisipos 5 5 5 Stratul 1 Stratul 2 Capac din umplutura de argila Tub PVC perforat Element din beton armat 4.5 1.95 5 - - 4.5 + 5.00 + 0.00 + - 1.00 0.45 - 1.95 5 5 5 5 5 2,5% Barbacane care servesc la manipularea elementului 200 5 Elevatie Scara 1:50 Dren 660 300 25 90 180 100 100 150 HEA 500 8 8 IPE 360 1060 1000 170x13 - 1060 8 8 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W9.33333; FUNDATII \W6.25000; \W3.14286; AN IV GRUPA 32402 \W1.86905; SCARA \W2.51190; 1:50 \W2.44048; DATA 30.10.2013 \W1.33333; Zid de sprijin de gabioane, \W1.33333; debleu \W6.00000; \W4.28571; - profil longitudinal \W1.29762; Plansa \W3.27381; 2 Nume Semnat Intocmit Verificat Crisan Bogdan 534 170 20 100 150 190 90 IPE 360 313 300 170x12 - 313 8 IPE 360 313 300 170x12 - 313 8 700 800 123 1000 30 HEA 500 90 600 60 180 D 27 4.6 10 600 25 Y Z UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W9.33333; FUNDATII \W6.25000; \W3.14286; AN IV GRUPA 32402 \W1.86905; SCARA \W2.51190; 1:50 \W2.44048; DATA 30.10.2013 \W1.33333; Zid de sprijin de gabioane, \W1.33333; debleu \W6.00000; \W4.28571; - profil longitudinal \W1.29762; Plansa \W3.27381; 2 Nume Semnat Intocmit Verificat Crisan Bogdan UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W3.94048; METAL \W6.25000; \W4.17857; AN IV \W4.17857; GRUPA 32405 SCARA \W0.38690; 1:50 \W0.31548; DATA 30.10.2013 \W0.78571; Zid de sprijin \W0.78571; de gabioane, \W0.78571; debleu \W6.00000; \W3.00000; - profil \W3.00000; longitudinal Plansa \W1.39881; 2 Nume Semnat Intocmit Verificat Pop Marius HEA 500 IPE 360 IPE 360 IPE 360 1 2 A B C D Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 2 DETALIUL 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pane Z200 2.5+2.5 Pane Z200 2.5+2.5 5 5 5 250 Bloc fundatie 100*80*70 cm Stalp HE 300A DETALIUL 1 Bloc fundatie 100*80*70 cm Stalp HE 500A DETALIUL 1 Pane Z200 2.5+2.5 Pane Z200 2.5+2.5 5 5 5 5 5 5 5 5 5 5 250 5 Grinda IPE 200 Pana Z 120/2+2 Panou KINGSPAN 10 cm Panou KINGSPAN 10 cm Pana Z 120/2+2 Pana Z 120/2+2 Panou KINGSPAN 10 CM Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 Bloc fundatie 100*80*70 cm Stalp HEA 500 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 DETALIUL 1 Bloc fundatie 100*80*70 cm Stalp HE 300A DETALIUL 1 Bloc fundatie 100*80*70 cm Stalp HE 500A DETALIUL 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 250 5 5 5 5 5 5 5 210 5 1790 5 5 5 5 5 5 5 5 5 5 5 250 210 5 5 5 5 5 5 5 5 1790 5 5 5 5 5 5 5 5 250 5 5 5 5 5 5 5 5 5 5 5 5 5 5 950 +1.10 -0.755 ±0.00 ±0.00 +1.10 +6.00 DETALIUL 3 DETALIUL 2 DETALIUL 3 Stalp HEA 500 Grinda IPE 360 5 5 5 5 5 5 5 Stalp HEA 500 Stalp HEA 500 Stalp HEA 500 Placa otel Mortar de poza Bloc fundatie M 27 4.6 5 5 5 5 5 Bloc fundatie 100*80*70 cm Pana Z 120 1.2 Stalp HEA 500 Pana Z 200/2+2.5 Pana Z 120 1.2 +7.535 Stalp HEA 500 Stalp HEA 500 Stalp HEA 500 Pana Z 120 1.2 5 5 5 5 5 5 5 5 DETALIUL 4 Grinda IPE 360 Grinda IPE 360 Grinda IPE 360 Grinda IPE 360 A B C D 660 300 25 90 180 100 100 150 HEA 500 8 8 IPE 360 2047 2000 170x13 - 2047 8 8 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W3.94048; METAL \W6.25000; \W4.17857; AN IV \W4.17857; GRUPA 32405 SCARA \W0.38690; 1:10 \W0.30463; Detalii imbinare grinda \W0.30463; grinda si grinda stalp Plansa \W1.39881; 2 Nume Semnat Intocmit Verificat Pop Marius 660 300 25 90 180 100 100 150 HEA 500 8 8 IPE 360 2047 2000 170x13 - 2047 8 DETALIUL 2 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W3.94048; METAL \W6.25000; \W4.17857; AN IV \W4.17857; GRUPA 32405 SCARA \W0.38690; 1:10 \W1.22285; Detalii prindere stalp in \W1.22285; fundatie si contravantuire Plansa \W1.39881; 2 Nume Semnat Intocmit Verificat Pop Marius 700 800 1000 30 HEA 500 90 600 60 180 D 27 4.6 10 600 Y Z DETALIUL 1 5 5 5 5 5 5 5 5 5 Stalp HEA 500 Placa otel Mortar de poza Bloc fundatie M 27 4.6 5 5 5 5 5 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W3.94048; METAL \W6.25000; \W4.17857; AN IV \W4.17857; GRUPA 32405 SCARA \W0.38690; 1:50 \W0.31548; DATA 30.10.2013 \W0.78571; Zid de sprijin \W0.78571; de gabioane, \W0.78571; debleu \W6.00000; \W3.00000; - profil \W3.00000; longitudinal Plansa \W1.39881; 2 Nume Semnat Intocmit Verificat Pop Marius 534 170 20 100 150 190 90 IPE 360 313 300 170x12 - 313 8 IPE 360 313 300 170x12 - 313 8 DETALIUL 3 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W4.64957; METAL \W6.95910; \W0.43529; AN IV GRUPA \W0.43529; 32405 SCARA 1:100 DATA \W3.68399; Plan parter Plansa 2 Nume Semnat Intocmit Verificat Pop Marius UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W5.55552; METAL \W7.86505; \W1.34124; AN IV GRUPA \W1.34124; 32405 SCARA 1:50 \W5.66866; Elevatie Plansa 2 Nume Semnat Intocmit Verificat Pop Marius +1.10 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W4.64957; METAL \W6.95910; \W0.43529; AN IV GRUPA \W0.43529; 32405 SCARA 1:100 DATA \W2.85066; Plan acoperis Plansa 2 Nume Semnat Intocmit Verificat Pop Marius UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W4.64957; METAL \W6.95910; \W0.43529; AN IV GRUPA \W0.43529; 32405 SCARA 1:100 DATA \W3.20780; Plan fundatii Plansa 2 Nume Semnat Intocmit Verificat Pop Marius A B C D A B C D A B C D 1 2 1 2 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W5.55552; METAL \W7.86505; \W1.34124; AN IV GRUPA \W1.34124; 32405 SCARA 1:50 DATA 30.10.2013 \W4.31152; Plan cadru \W4.31152; transversal Plansa 2 Nume Semnat Intocmit Verificat Pop Marius HEA 500 IPE 360 IPE 360 IPE 360 5 5 5 950 DETALIUL 3 DETALIUL 2 DETALIUL 1 Stalp HEA 500 5 5 5 5 5 5 5 5 5 5 5 5 8 4 M22 8.8 5 -0.755 -0.055 ±0.00 -7.335 -6.188 534 170 20 100 150 190 90 IPE 360 313 300 170x12 - 313 8 IPE 360 313 300 170x12 - 313 8 DETALIUL 3 Contravantuire Contravantuire HEA 500 30 HEA 500 60 10 600 DETALIUL 1 Stalp HEA 500 Placa otel Mortar de poza 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 IPE 360 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 HEA 500 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 HEA 500 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HEA 500 HEA 500 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HEA 500 5 5 5 5 5 5 5 5 5 5 5 5 UNIVERSITATEA TEHNICA DIN CLUJ NAPOCA FACULTATEA DE CONSTRUCTII \W5.41973; METAL \W6.57449; \W3.79184; AN IV GRUPA 32405 SCARA \W2.40796; Detalii executie \W2.40796; grinda si stalp Plansa \W0.46131; 2 Nume Semnat Intocmit Verificat Pop Marius DETALIUL 4 70 70 18 C20/25 Placa otel Placa otel Bulon M18 5.6 Placa otel Contravantuire 5 d18 S355 5 5 5 5 5 5 600 5 Pane Z200 2.5+2.5 Pana Z200 2.5+2.5 200 200 200 200 200 Reazem pana Z120 Pana Z120 1.2 1:20 A2 A3 A3 A3 A3 A3 A3 A3 Panou KINGSPAN 10 cm \W1.41766; Elevatie PO2 PO1 PO4 PO2 PO3 GR1 ST1 PO1 PO5 Pane Z200 2.5+2.5 Grinda IPE 200 Grinda IPE 200 Grinda IPE 200 5 465 Grinda IPE 200 Grinda IPE 200 Grinda IPE 200 Grinda IPE 200 Grinda IPE 200 Grinda IPE 200 Grinda IPE 360 Grinda IPE 360 \A1; Otel S355 Beton C20/25 Clasa de ductilitate M Clasa de importanta III \A1; Otel S355 Beton C20/25 Clasa de ductilitate M Clasa de importanta III \A1; Otel S355 Beton C20/25 Clasa de ductilitate M Clasa de importanta III \A1; Otel S355 Beton C20/25 Clasa de ductilitate M Clasa de importanta III \A1; Otel S355 Beton C20/25 Clasa de ductilitate M Clasa de importanta III \A1; Otel S355 Beton C20/25 Acoperire cu beton 3cm Clasa de importanta III

Language	N/A
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, building, civil engineering, DETAIL, details, DWG, execution, hall, industrial, industrial building, metallic, stahlrahmen, stahlträger, steel, steel beam, steel frame, steel structures, structure en acier